Gus J. SolomonUnited States Courthouse
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← Back to the building1933 reconstruction · research preview

The measured building.

Every dimension belongs to an object and a drawing. Original room numbers, object marks, printed values and source regions stay together—even when the answer is unresolved.

Source photographs
464
Identified objects
6609
Verified printed values
15383
Disputed values
22

464 of 464 photographs have extraction records, containing 43,534 properties. Initial image review is not exhaustive extraction: 0 photographs have passed the full-region check. 66 numbered sheets are reconciled. Modeling and architectural registration are separate work; these counts do not establish a complete building.

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IMG_1328 · Folder 186

Basement & Foundation Plan

Original sheet identity has not yet been reconciled.

Extraction: Reviewed · extraction partial. Partial: 96 main footing rows, 34 stubs and 17 entrance instances transcribed. Ambiguous schedule cells and unregistered positions are not approved geometry. Four corner controls and six check intersections on each sheet; source orientation; existing 147-point trace set transformed arithmetically. Reuse of previously transcribed C4 footing/cap dimensions and bottom reference only. C24 pad schedule and placement gate; no accepted world pad box. C24 pad schedule and placement gate; no accepted world pad box. C24 pad schedule and placement gate; no accepted world pad box. C24 pad schedule and placement gate; no accepted world pad box. C24 pad schedule and placement gate; no accepted world pad box. C24 pad schedule and placement gate; no accepted world pad box. C24 pad schedule and placement gate; no accepted world pad box. C24 pad schedule and placement gate; no accepted world pad box. C24 pad schedule and placement gate; no accepted world pad box. C24 pad schedule and placement gate; no accepted world pad box. C24 pad schedule and placement gate; no accepted world pad box. C24 pad schedule and placement gate; no accepted world pad box. C24 pad schedule and placement gate; no accepted world pad box. C1 scheduled size and column control; signed pad-center offset unproved. C1 scheduled size and column control; signed pad-center offset unproved. C1 scheduled size and column control; signed pad-center offset unproved. C1 scheduled size and column control; signed pad-center offset unproved. C1 scheduled size and column control; signed pad-center offset unproved. C1 scheduled size and column control; signed pad-center offset unproved. C1 scheduled size and column control; signed pad-center offset unproved. C1 scheduled size and column control; signed pad-center offset unproved. C1 scheduled size and column control; signed pad-center offset unproved. C1 scheduled size and column control; signed pad-center offset unproved. C1 scheduled size and column control; signed pad-center offset unproved. C1 scheduled size and column control; signed pad-center offset unproved. C1 corner repick; scalar E established, signed pad placement still unresolved. C1 corner repick; scalar E established, signed pad placement still unresolved. C1 corner repick; scalar E established, signed pad placement still unresolved. C1 corner repick; scalar E established, signed pad placement still unresolved. C1 corner repick; scalar E established, signed pad placement still unresolved. C1 corner repick; scalar E established, signed pad placement still unresolved. C16 pad schedule, one-axis center, signed-offset and elevation gate. C16 pad schedule, one-axis center, signed-offset and elevation gate. C16 pad schedule, one-axis center, signed-offset and elevation gate. C16 pad schedule, one-axis center, signed-offset and elevation gate. C16 pad schedule, one-axis center, signed-offset and elevation gate. C16 pad schedule, one-axis center, signed-offset and elevation gate. C16 pad schedule, one-axis center, signed-offset and elevation gate. C16 pad schedule, one-axis center, signed-offset and elevation gate. C16 pad schedule, one-axis center, signed-offset and elevation gate. C16 pad schedule, one-axis center, signed-offset and elevation gate. C16 pad schedule, one-axis center, signed-offset and elevation gate. C16 pad schedule, one-axis center, signed-offset and elevation gate. C16 pad schedule, one-axis center, signed-offset and elevation gate. C16 pad schedule, one-axis center, signed-offset and elevation gate. C16 pad schedule, one-axis center, signed-offset and elevation gate. C16 pad schedule, one-axis center, signed-offset and elevation gate. C16 steel-column row repick; footing signed Z offset remains unresolved. C16 steel-column row repick; footing signed Z offset remains unresolved. C16 steel-column row repick; footing signed Z offset remains unresolved. C16 steel-column row repick; footing signed Z offset remains unresolved. C16 steel-column row repick; footing signed Z offset remains unresolved. C16 steel-column row repick; footing signed Z offset remains unresolved. C24 pad centerline/side-orientation gate; signed X/Z placement remains unresolved. C24 pad centerline/side-orientation gate; signed X/Z placement remains unresolved. C24 pad centerline/side-orientation gate; signed X/Z placement remains unresolved. C24 pad centerline/side-orientation gate; signed X/Z placement remains unresolved. C24 pad centerline/side-orientation gate; signed X/Z placement remains unresolved. C24 pad centerline/side-orientation gate; signed X/Z placement remains unresolved. C24 pad centerline/side-orientation gate; signed X/Z placement remains unresolved. C24 pad centerline/side-orientation gate; signed X/Z placement remains unresolved. C24 pad centerline/side-orientation gate; signed X/Z placement remains unresolved. C24 pad centerline/side-orientation gate; signed X/Z placement remains unresolved. C24 pad centerline/side-orientation gate; signed X/Z placement remains unresolved. C24 pad centerline/side-orientation gate; signed X/Z placement remains unresolved. C24 pad centerline/side-orientation gate; signed X/Z placement remains unresolved. C24 pad centerline/side-orientation gate; signed X/Z placement remains unresolved. C13–C15 pad schedule and placement gate; finite world pads withheld. C13–C15 pad schedule and placement gate; finite world pads withheld. C13–C15 pad schedule and placement gate; finite world pads withheld. C13–C15 pad schedule and placement gate; finite world pads withheld. C13–C15 pad schedule and placement gate; finite world pads withheld. C13–C15 pad schedule and placement gate; finite world pads withheld. C13–C15 pad schedule and placement gate; finite world pads withheld. C13–C15 pad schedule and placement gate; finite world pads withheld. C13–C15 pad schedule and placement gate; finite world pads withheld. C13–C15 pad schedule and placement gate; finite world pads withheld. C13–C15 pad schedule and placement gate; finite world pads withheld. C13–C15 pad schedule and placement gate; finite world pads withheld. C13–C15 pad schedule and placement gate; finite world pads withheld. C13–C15 pad schedule and placement gate; finite world pads withheld. C13–C15 pad schedule and placement gate; finite world pads withheld. C13–C15 pad schedule and placement gate; finite world pads withheld. C13–C15 pad schedule and placement gate; finite world pads withheld. C13–C15 pad schedule and placement gate; finite world pads withheld. C13–C15 pad schedule and placement gate; finite world pads withheld. C13–C15 pad schedule and placement gate; finite world pads withheld. C13–C15 pad schedule and placement gate; finite world pads withheld. C13–C15 pad schedule and placement gate; finite world pads withheld. C13–C15 pad schedule and placement gate; finite world pads withheld. C13–C15 pad schedule and placement gate; finite world pads withheld. C13–C15 pad schedule and placement gate; finite world pads withheld. C13–C15 pad schedule and placement gate; finite world pads withheld. C13–C15 pad schedule and placement gate; finite world pads withheld. C13–C15 pad schedule and placement gate; finite world pads withheld. C13–C15 pad schedule and placement gate; finite world pads withheld. C13–C15 pad schedule and placement gate; finite world pads withheld. C13–C15 pad schedule and placement gate; finite world pads withheld. C13–C15 pad schedule and placement gate; finite world pads withheld. C13–C15 pad schedule and placement gate; finite world pads withheld. C13–C15 pad schedule and placement gate; finite world pads withheld. C13–C15 pad schedule and placement gate; finite world pads withheld. C13–C15 pad schedule and placement gate; finite world pads withheld. C13–C15 pad schedule and placement gate; finite world pads withheld. C13–C15 pad schedule and placement gate; finite world pads withheld. C13–C15 pad schedule and placement gate; finite world pads withheld. C13–C15 pad schedule and placement gate; finite world pads withheld. C13–C15 pad schedule and placement gate; finite world pads withheld. Partial timed visual review: Prior-package and OCR audit only; no new image inspection or duplicate verified readings. Partial timed visual review: Text/OCR and prior-package audit only; no new image inspection and no duplicate verified measurements. Partial timed visual review: Prior evidence reused; only selected remaining source-local regions reviewed. No historical placement or accepted physical geometry. Partial timed visual review: undefined Partial timed visual review: undefined Partial timed visual review: undefined Partial timed visual review: undefined Partial timed visual review: undefined Partial timed visual review: undefined Partial timed visual review: Zero-image coverage routing. No new visual area or source-reading promotion. Partial timed visual review: undefined

Show coordinated geometry overlay →
Registration: provisional · 6 independent checks · maximum residual 0.458 ft.

Unresolved extraction work
  • main-1-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-1-rebar-count: First digit is not secure; the diameter reads 7/8 inch.
  • main-4-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-4-rebar: Two-line transverse/longitudinal bar counts and/or diameters remain illegible.
  • main-5-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-5-rebar: Two-line transverse/longitudinal bar counts and/or diameters remain illegible.
  • main-6-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-6-rebar: Two-line transverse/longitudinal bar counts and/or diameters remain illegible.
  • main-7-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-7-rebar: Printed ditto refers to an unresolved reinforcement cell.
  • main-8-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-8-rebar: Printed ditto refers to an unresolved reinforcement cell.
  • main-9-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-9-rebar: Printed ditto refers to an unresolved reinforcement cell.
  • main-10-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-10-rebar: Printed ditto refers to an unresolved reinforcement cell.
  • main-11-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-11-rebar: Printed ditto refers to an unresolved reinforcement cell.
  • main-12-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-13-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-13-rebar: Two-line transverse/longitudinal bar counts and/or diameters remain illegible.
  • main-14-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-15-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-16-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-16-rebar: Two-line transverse/longitudinal bar counts and/or diameters remain illegible.
  • main-18-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-19-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-20-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-20-rebar: Two-line transverse/longitudinal bar counts and/or diameters remain illegible.
  • main-21-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-22-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-23-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-24-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-24-rebar: Two-line transverse/longitudinal bar counts and/or diameters remain illegible.
  • main-25-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-25-rebar: Two-line transverse/longitudinal bar counts and/or diameters remain illegible.
  • main-26-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-26-rebar: Printed ditto refers to an unresolved reinforcement cell.
  • main-27-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-27-rebar: Printed ditto refers to an unresolved reinforcement cell.
  • main-28-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-30-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-33-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-35-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-36-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-36-rebar: Two-line transverse/longitudinal bar counts and/or diameters remain illegible.
  • main-37-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-37-rebar: Printed ditto refers to an unresolved reinforcement cell.
  • main-42-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-42-rebar: Two-line transverse/longitudinal bar counts and/or diameters remain illegible.
  • main-43-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-43-rebar: Printed ditto refers to an unresolved reinforcement cell.
  • main-44-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-45-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-46-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-47-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-48-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-49-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-51-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-52-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-52-rebar: Two-line transverse/longitudinal bar counts and/or diameters remain illegible.
  • main-53-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-53-rebar: Printed ditto refers to an unresolved reinforcement cell.
  • main-54-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-57-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-58-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-58-rebar: Two-line transverse/longitudinal bar counts and/or diameters remain illegible.
  • main-59-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-59-rebar: Printed ditto refers to an unresolved reinforcement cell.
  • main-60-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-61-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-62-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-63-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-64-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-65-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-66-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-67-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-68-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-69-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-70-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-70-rebar: Two-line transverse/longitudinal bar counts and/or diameters remain illegible.
  • main-71-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-71-rebar: Two-line transverse/longitudinal bar counts and/or diameters remain illegible.
  • main-72-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-72-rebar: Two-line transverse/longitudinal bar counts and/or diameters remain illegible.
  • main-73-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-73-rebar: Two-line transverse/longitudinal bar counts and/or diameters remain illegible.
  • main-74-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-75-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-76-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-77-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-78-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-79-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-80-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-81-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-82-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-83-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-84-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-84-rebar: Two-line transverse/longitudinal bar counts and/or diameters remain illegible.
  • main-85-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-86-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-86-rebar: Two-line transverse/longitudinal bar counts and/or diameters remain illegible.
  • main-87-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-87-rebar: Two-line transverse/longitudinal bar counts and/or diameters remain illegible.
  • main-88-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-88-rebar: Printed ditto refers to an unresolved reinforcement cell.
  • main-89-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-89-rebar: Printed ditto refers to an unresolved reinforcement cell.
  • main-90-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-90-rebar: Printed ditto refers to an unresolved reinforcement cell.
  • main-91-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-91-rebar: Printed ditto refers to an unresolved reinforcement cell.
  • main-92-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-92-rebar: Printed ditto refers to an unresolved reinforcement cell.
  • main-93-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-93-rebar: Printed ditto refers to an unresolved reinforcement cell.
  • main-94-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-94-rebar: Printed ditto refers to an unresolved reinforcement cell.
  • main-95-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-95-rebar: Two-line transverse/longitudinal bar counts and/or diameters remain illegible.
  • main-96-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-13-bottom-elevation: Elevation label is too small or overlaps other drafting.
  • main-17-bottom-elevation: Elevation label is too small or overlaps other drafting.
  • main-23-bottom-elevation: Elevation label is too small or overlaps other drafting.
  • stub-S8-bottom-elevation: Elevation label is too small or overlaps other drafting.
  • boiler-room-floor-elevation: Small 2/7 glyph is ambiguous. Cross-sheet evidence supplied by the envelope extraction reads 77.25.
  • oil-tank-foundation-thickness-rebar: Small vertical lettering is not reliable at this photograph's resolution.
  • entrance-row-spacing: 0/1 ending is ambiguous in the available crop.
  • drawing-number: The right portion of the title block is occluded by the photograph edge/wooden strip. A later correspondence report mentions 414/400, but that is not treated as the sheet's visible number.
  • small-plan-auxiliary-dimensions: The bounded crop pass does not exhaust every small measured value in these dense areas. No exhaustive-completion claim is made.
  • main-78-79-handwritten-revisions: Yellow handwriting appears adjacent to both printed depths. Its sign, date and revision authority are not established, so printed depths are retained without silently applying the annotation.
  • corner-offset-review: Current visual reading is 1½″ but the compact fraction needs a sharper source. Do not apply globally.
  • Resolve local residuals with a flatter scan or additional constrained registration before tighter geometric use.
  • Independently recheck each of 147 source symbol centers; this pass visually refines only registration controls and checks.
  • Resolve each footing/cap center from eccentricity and offset evidence before placing foundation solids.
  • Review remaining regions and companion details before claiming complete extraction.
  • C4 plan symbol and eccentricity direction
  • C4 footing detailed section and reinforcement
  • Cap thickness fraction
  • W409 suffix a E magnitude independently read and tied to C1
  • signed footing-center minus C1-column-center X offset
  • signed footing-center minus C1-column-center Z offset
  • independent check of actual C1 pad center and two footprint edges
  • cap/pier center, depth, and bearing transform
  • reinforcement quantity and detailed geometry
  • material/finish confirmation and as-built position
  • signed C1 pad-center minus steel-column-center X offset
  • signed C1 pad-center minus steel-column-center Z offset
  • which axis, if any, receives W409 E at the corner and whether a separate corner-axis offset applies
  • two independently identified and dimensioned C1 pad edges
  • cap/pier transform and bearing continuity
  • reinforcement layout and quantities
  • material and finish confirmation
  • as-built position
  • C16 world Z center and eccentricity
  • Physical world footprint
  • signed footing C.G. minus C16 steel-column center in world Z, including an explicit zero if applicable
  • dimensioned north and south pad edges relative to the C16 centerline or an attributable center-offset detail
  • cap center, orientation, thickness and bearing transform
  • reinforcement count and bar placement
  • independent/as-built check
  • actual-plan attribution of the Broadway footing centerline to C24 pad center of gravity
  • signed C24 pad-center minus steel-column-center X offset
  • signed C24 pad-center minus steel-column-center Z offset, including proof of zero if centered
  • 12-foot versus 14-foot scheduled side assignment to world X/Z from attributable pad edges or printed dimensions
  • cap, base, reinforcement and as-built geometry
  • C13 pad C.G. minus steel center signed X offset, including its side orientation
  • legible C13 footing-bottom elevation
  • cap center, thickness and bearing transform
  • printed C14 steel-column world X station or checked dimensioned tie
  • C14 pad C.G. minus steel center signed X and Z offsets, including proof of zero on either axis
  • applicable eccentricity key or direct pad-center control
  • printed C15 steel-column world X station or checked dimensioned tie
  • C15 pad C.G. minus steel center signed X and Z offsets, including proof of zero on either axis
  • Remaining member, reinforcement and connection dimensions require fine-region review
  • Revision marks and historical instance placements remain unreconciled
  • Companion-sheet registration and modeling checks remain outstanding
  • Complete fine-fraction/member schedule transcription
  • Historical instance mapping and endpoint registration
  • Annotated revisions and companion notes reconciliation
  • Accepted connections and modeling checks
  • Complete member/plate/bar fraction transcription
  • Historical instance and source-to-plan registration
  • Revision authority and companion applicability
  • Connection and modeling acceptance checks
  • Historical issue, revision authority and actual installation remain unresolved.
  • Accepted architectural registration, host faces, physical routes and installed quantities remain unresolved.
  • Materials, finishes, fixture type mappings, physical dimensions and mounting heights remain unknown.
  • Unvisited sheet regions, notes, schedules, callouts and companion details require review; extraction partial and modeling/checking unchecked.
  • All other notes, regions, schedules and companion details remain partially reviewed; this package grants no architectural acceptance.
  • Old failed fractions, unsupported units, broad placement gates and previously resolved questions were not re-viewed or promoted.
  • Boiler-room slab candidate remains unreviewed; no confirmation or datum selection.
  • Installed instance locations, source-to-plan registration, governing original/revision applicability and as-built correspondence remain unresolved.
  • Material grades, finishes, full dimensional envelopes, capacities and independent model checks remain unresolved.
  • Other regions, notes, schedules and companion details require review; this is partial extraction and grants no geometry approval.
  • Rows87 and95 have unequal transverse/longitudinal counts. Their historical countEachWay nulls remain open because the field cannot represent unequal directional counts.
  • Bar diameter fractions/units and cap thickness fractions remain unresolved; no pile/cap topology, signed C.G. placement or world coordinates inferred.
  • Complete source-to-instance registration, physical endpoints, installed quantities and revision authority remain unresolved.
  • Unreviewed regions, companion sheets, schedules and fine fractions remain open; this package is not exhaustive coverage.
  • Material grades, connection capacities, world transforms and independent model/as-built checks remain unestablished.
  • Typical-detail exceptions and dimension-witness line are source-local only; no footing C.G. world location established.
  • One crop intended for trenches actually showed schedule rows1–28; counted as a wrong-target attempt, no new reinforcement or cap-fraction reading adopted. No piles or lateral system inferred.
  • Complete source-to-instance and endpoint registration remains unresolved.
  • Material grades, finishes, connection capacities and as-built checks remain unestablished.
  • Unreviewed regions, fine fractions, schedules, companion applicability and revision authority remain open.
  • Bounded rows 87 and 95 reinspection did not independently resolve cap-thickness fractions or reinforcement diameter fraction/units; prior directional counts reused.
  • No countEachWay closure because transverse and longitudinal quantities differ; no pile/cap topology or world placement inferred.
  • Full source-to-instance assignment, physical endpoints, installed quantities and governing revision remain unresolved.
  • Unreviewed regions, notes, fine fractions and companion sheets remain open; this package is not exhaustive coverage.
  • No world geometry, material grade, structural capacity or model acceptance established.
  • Installed instances, physical endpoints, source-to-plan registration and governing original/revision applicability remain unresolved.
  • Complete member dimensions, reinforcement profiles, material grades, connection capacities and as-built/model checks remain outstanding.
  • Retain every routing entry and prior inventory missing property. Pending selector excludes already closed questions but is not exhaustive region coverage.
  • Original/revision authority, companion applicability, source-to-instance mapping, physical endpoints, material/finish, independent model/as-built check remain separate.
  • No whole-source completion, accepted geometry or irrecoverable-gap claim.

Download OCR observations (unverified)

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Scroll or pinch to inspect this drawing. Archival drawing photograph · Oregon Historical Society research collections.

Open source image separately ↗

2049 matching properties

Printed values, calculations, image traces and observed counts are different kinds of evidence. “Verified” applies to the specific reading—not to the whole room or model.

foundation-main-1-padunreviewed · observed

plan orientation of local vertical centerline pair

℄ STEEL COL.; ℄ FOOTING; small local inch callout

Numeric value unresolved

horizontal line labels are visible at the corner; line endpoints and relation to the square pad C.G. are not secure, and the small inch callout is not assigned to E. Only W409's scalar magnitude is verified; no world pad center or physical pad is authored.

IMG_1328 · Locate on drawing ↗

Drawing notation: ℄ STEEL COL.; ℄ FOOTING; small local inch callout

horizontal line labels are visible at the corner; line endpoints and relation to the square pad C.G. are not secure, and the small inch callout is not assigned to E

foundation-main-1-padunreviewed · observed

candidate east exterior footprint edge

Unresolved

Numeric value unresolved

a page-left outer stroke is visible, but overlap with corner wall/perimeter footing linework prevents independent C1 pad-edge identification and dimensional tie. Only W409's scalar magnitude is verified; no world pad center or physical pad is authored.

IMG_1328 · Locate on drawing ↗

a page-left outer stroke is visible, but overlap with corner wall/perimeter footing linework prevents independent C1 pad-edge identification and dimensional tie

foundation-main-1-padunreviewed · observed

candidate south exterior footprint edge

Unresolved

Numeric value unresolved

a page-top outer stroke is visible, but its relation to the scheduled 17-foot square is not independently dimensioned and overlaps perimeter footing graphics. Only W409's scalar magnitude is verified; no world pad center or physical pad is authored.

IMG_1328 · Locate on drawing ↗

a page-top outer stroke is visible, but its relation to the scheduled 17-foot square is not independently dimensioned and overlaps perimeter footing graphics

foundation-main-1-padunreviewed · inferred

footingCenterMinusColumnCenter.worldX

Unresolved

Numeric value unresolved

unresolved; W409 scalar E does not identify this component. Only W409's scalar magnitude is verified; no world pad center or physical pad is authored.

IMG_1328 · Locate on drawing ↗

unresolved; W409 scalar E does not identify this component

Calculated from: gate-footing-1-corner-offset-repick-f1-repick-w409-a-magnitude, gate-footing-1-corner-offset-repick-f1-repick-plan-west-east-axis

foundation-main-1-padunreviewed · inferred

footingCenterMinusColumnCenter.worldZ

Unresolved

Numeric value unresolved

unresolved; W409 scalar E does not identify this component. Only W409's scalar magnitude is verified; no world pad center or physical pad is authored.

IMG_1328 · Locate on drawing ↗

unresolved; W409 scalar E does not identify this component

Calculated from: gate-footing-1-corner-offset-repick-f1-repick-w409-a-magnitude, gate-footing-1-corner-offset-repick-f1-repick-plan-north-south-axis

foundation-main-16-padverified · printed

footprint.worldXSize

15′0″ × 17′0″ × 2′6″; 7′6″ + 7′6″ across C16

15 ft

checked-selected-master-regions. One-axis source result; no pad solid or accepted world Z bounds.

IMG_1328 · Locate on drawing ↗

Drawing notation: 15′0″ × 17′0″ × 2′6″; 7′6″ + 7′6″ across C16

C16 bounded extraction; checked-selected-master-regions. Z placement remains unresolved.

foundation-main-16-padverified · printed

footprint.worldZSize

15′0″ × 17′0″ × 2′6″

17 ft

checked-selected-master-regions. One-axis source result; no pad solid or accepted world Z bounds.

IMG_1328 · Locate on drawing ↗

Drawing notation: 15′0″ × 17′0″ × 2′6″

C16 bounded extraction; checked-selected-master-regions. Z placement remains unresolved.

foundation-main-16-padverified · printed

footprint.nominalThickness

2′6″

2.5 ft

checked-selected-master-region. One-axis source result; no pad solid or accepted world Z bounds.

IMG_1328 · Locate on drawing ↗

Drawing notation: 2′6″

C16 bounded extraction; checked-selected-master-region. Z placement remains unresolved.

foundation-main-16-padunreviewed · printed

footprint.bottomBelowFinishedBasement

(−6′7″)

-6.583333 ft

existing-foundations-reading-checked-in-plan-crop. One-axis source result; no pad solid or accepted world Z bounds.

IMG_1328 · Locate on drawing ↗

Drawing notation: (−6′7″)

C16 bounded extraction; existing-foundations-reading-checked-in-plan-crop. Z placement remains unresolved.

foundation-main-16-padunreviewed · derived

footprint.nominalTopElevation

76.16666666666667 EL ft

76.166667 ft

nominal-schedule-envelope. One-axis source result; no pad solid or accepted world Z bounds.

IMG_1328 · Locate on drawing ↗

C16 bounded extraction; nominal-schedule-envelope. Z placement remains unresolved.

Calculated from: f16-bottom-el, f16-thickness

foundation-main-16-padunreviewed · derived

footprint.nominalMidElevation

74.91666666666667 EL ft

74.916667 ft

nominal-schedule-envelope. One-axis source result; no pad solid or accepted world Z bounds.

IMG_1328 · Locate on drawing ↗

C16 bounded extraction; nominal-schedule-envelope. Z placement remains unresolved.

Calculated from: f16-bottom-el, f16-thickness

column-4verified · derived

steelCenter.worldX

printed C1–C12 bay chain

-34 ft

verified-perimeter-control. One-axis source result; no pad solid or accepted world Z bounds.

IMG_1328 · Locate on drawing ↗

Drawing notation: printed C1–C12 bay chain

C16 bounded extraction; verified-perimeter-control. Z placement remains unresolved.

column-16unreviewed · observed

steelCenter.worldX

C4/C16 continuous vertical centerline on foundation plan

-34 ft

selected-plan-region-single-reader. One-axis source result; no pad solid or accepted world Z bounds.

IMG_1328 · Locate on drawing ↗

Drawing notation: C4/C16 continuous vertical centerline on foundation plan

C16 bounded extraction; selected-plan-region-single-reader. Z placement remains unresolved.

Calculated from: f16-c4-column-x

foundation-main-16-padunreviewed · derived

footing.centerMinusColumn.worldX

7′6″ + 7′6″ about C16

0 ft

selected-plan-region-single-reader. One-axis source result; no pad solid or accepted world Z bounds.

IMG_1328 · Locate on drawing ↗

Drawing notation: 7′6″ + 7′6″ about C16

C16 bounded extraction; selected-plan-region-single-reader. Z placement remains unresolved.

Calculated from: f16-scheduled-x-side

foundation-main-16-padunreviewed · derived

footing.worldCenterX

-34 ft

-34 ft

one-axis-source-placement. One-axis source result; no pad solid or accepted world Z bounds.

IMG_1328 · Locate on drawing ↗

C16 bounded extraction; one-axis-source-placement. Z placement remains unresolved.

Calculated from: f16-column-x, f16-pad-offset-x

column-16unreviewed · printed

steelCenter.worldZ

local 7′0″ chain near C15/S2/C16

Numeric value unresolved

withheld. One-axis source result; no pad solid or accepted world Z bounds.

IMG_1328 · Locate on drawing ↗

Drawing notation: local 7′0″ chain near C15/S2/C16

C16 bounded extraction; withheld. Z placement remains unresolved.

foundation-main-16-padunreviewed · inferred

footing.centerMinusColumn.worldZ

Unresolved

Numeric value unresolved

withheld. One-axis source result; no pad solid or accepted world Z bounds.

IMG_1328 · Locate on drawing ↗

C16 bounded extraction; withheld. Z placement remains unresolved.

foundation-main-16-padunreviewed · inferred

footing.worldCenterZ

Unresolved

Numeric value unresolved

withheld. One-axis source result; no pad solid or accepted world Z bounds.

IMG_1328 · Locate on drawing ↗

C16 bounded extraction; withheld. Z placement remains unresolved.

Calculated from: f16-column-z, f16-pad-offset-z

column-15verified · derived

steelCenter.worldZ

C1→C13 = 22′7″; C13–C15 common perimeter row

-56 ft

reused-checked-control. Column row is a drawing-coordinate control; no finite C16 pad is accepted.

IMG_1328 · Locate on drawing ↗

Drawing notation: C1→C13 = 22′7″; C13–C15 common perimeter row

reused-checked-control;

column-16verified · printed

steelCenter.worldZMinusC15RowZ

7′0″ (middle segment of local vertical chain)

7 ft

checked-selected-master-region-single-reader. Column row is a drawing-coordinate control; no finite C16 pad is accepted.

IMG_1328 · Locate on drawing ↗

Drawing notation: 7′0″ (middle segment of local vertical chain)

checked-selected-master-region-single-reader; The upper endpoint is the horizontal C13–C15 row line through C15; the lower endpoint is the C16 steel centerline. Page down is +Z. The neighboring upper interval appears 7′10″, conflicting with the earlier 7′0″ + 7′0″ + 7′0″ transcription; it is not used for this row step.

column-16unreviewed · observed

adjacentUpperVerticalChainNotation

earlier extraction: 7′0″ + 7′0″ + 7′0″; current crop: upper segment appears 7′10″

Numeric value unresolved

unresolved; not a parent of C16 row coordinate. Column row is a drawing-coordinate control; no finite C16 pad is accepted.

IMG_1328 · Locate on drawing ↗

Drawing notation: earlier extraction: 7′0″ + 7′0″ + 7′0″; current crop: upper segment appears 7′10″

unresolved; not a parent of C16 row coordinate;

foundation-main-16-padunreviewed · observed

footing.centerMinusColumn.worldZ

Unresolved

Numeric value unresolved

withheld. Column row is a drawing-coordinate control; no finite C16 pad is accepted.

IMG_1328 · Locate on drawing ↗

withheld; The dashed pad outline looks approximately centered but is undimensioned longitudinally. W409's C16 header lacks a securely identified E suffix; absence does not define zero.

foundation-main-24-padunreviewed · printed

footprint.scheduledSideA

12′0″ × 14′0″ × 2′3″

12 ft

Candidate only. Nominal schedule size and vertical range do not establish an accepted world X/Z pad box.

IMG_1328 · View drawing ↗

Drawing notation: 12′0″ × 14′0″ × 2′3″

C24 bounded repick; prior scheduled-cell reading. Reused research/reconstruction/footing-24-next-pad-gate.json. See sequential reviewed regions in source package.

foundation-main-24-padunreviewed · printed

footprint.scheduledSideB

12′0″ × 14′0″ × 2′3″

14 ft

Candidate only. Nominal schedule size and vertical range do not establish an accepted world X/Z pad box.

IMG_1328 · View drawing ↗

Drawing notation: 12′0″ × 14′0″ × 2′3″

C24 bounded repick; prior scheduled-cell reading. Reused research/reconstruction/footing-24-next-pad-gate.json. See sequential reviewed regions in source package.

foundation-main-24-padunreviewed · printed

footprint.thickness

2′3″

2.25 ft

Candidate only. Nominal schedule size and vertical range do not establish an accepted world X/Z pad box.

IMG_1328 · View drawing ↗

Drawing notation: 2′3″

C24 bounded repick; prior scheduled-cell reading. Reused research/reconstruction/footing-24-next-pad-gate.json. See sequential reviewed regions in source package.

foundation-main-24-padunreviewed · derived

footprint.bottomElevation

(−8′9″) relative to finished basement EL80.25

71.5 EL ft

Candidate only. Nominal schedule size and vertical range do not establish an accepted world X/Z pad box.

IMG_1328 · View drawing ↗

Drawing notation: (−8′9″) relative to finished basement EL80.25

C24 bounded repick; prior arithmetic. Reused research/reconstruction/footing-24-next-pad-gate.json. See sequential reviewed regions in source package.

foundation-main-24-padunreviewed · derived

footprint.nominalTopElevation

Unresolved

73.75 EL ft

Candidate only. Nominal schedule size and vertical range do not establish an accepted world X/Z pad box.

IMG_1328 · View drawing ↗

Drawing notation: No legible/attributable notation

C24 bounded repick; prior nominal schedule envelope. See sequential reviewed regions in source package.

Calculated from: f24-repick-bottom, f24-repick-thickness

foundation-main-24-padunreviewed · derived

footprint.nominalCenterElevation

Unresolved

72.625 EL ft

Candidate only. Nominal schedule size and vertical range do not establish an accepted world X/Z pad box.

IMG_1328 · View drawing ↗

Drawing notation: No legible/attributable notation

C24 bounded repick; prior nominal schedule envelope. See sequential reviewed regions in source package.

Calculated from: f24-repick-bottom, f24-repick-thickness

foundation-main-24-padunreviewed · observed

candidate Broadway steel/footing centerline ordering

℄ STEEL COLS; ℄ FOOTING

Candidate only. Nominal schedule size and vertical range do not establish an accepted world X/Z pad box.

IMG_1328 · View drawing ↗

Drawing notation: ℄ STEEL COLS; ℄ FOOTING

C24 bounded repick; line ordering visible; individual crossing/leader does not securely identify the scheduled C24 pad C.G.. See sequential reviewed regions in source package.

foundation-main-24-padunreviewed · observed

candidate dashed footprint axis assignment

Unresolved

Numeric value unresolved

Candidate only. Nominal schedule size and vertical range do not establish an accepted world X/Z pad box.

IMG_1328 · View drawing ↗

Drawing notation: No legible/attributable notation

C24 bounded repick; several overlapping dashed rectangles and wall/grade-beam strokes occur beside C24; two edges cannot be uniquely attributed to its scheduled 12-foot by 14-foot pad, so a silhouette ratio cannot set world X/Z size. See sequential reviewed regions in source package.

foundation-main-24-padunreviewed · inferred

footing.signedOffsetWorldX

Unresolved

Numeric value unresolved

Candidate only. Nominal schedule size and vertical range do not establish an accepted world X/Z pad box.

IMG_1328 · View drawing ↗

Drawing notation: No legible/attributable notation

C24 bounded repick; outward (+X) is a candidate from label ordering, but W409 E cannot be applied without a C24 pad-centerline tie. See sequential reviewed regions in source package.

Calculated from: f24-repick-e, f24-repick-broadway-line-order

foundation-main-24-padunreviewed · inferred

footing.signedOffsetWorldZ

Unresolved

Numeric value unresolved

Candidate only. Nominal schedule size and vertical range do not establish an accepted world X/Z pad box.

IMG_1328 · View drawing ↗

Drawing notation: No legible/attributable notation

C24 bounded repick; no attributable 7-foot half-span pair or other signed/zero C24 Z-center dimension identified. See sequential reviewed regions in source package.

Calculated from: f24-repick-e

foundation-main-24-padunreviewed · inferred

footprint.worldXSize

Unresolved

Numeric value unresolved

Candidate only. Nominal schedule size and vertical range do not establish an accepted world X/Z pad box.

IMG_1328 · View drawing ↗

Drawing notation: No legible/attributable notation

C24 bounded repick; scheduled side lengths known but no uniquely attributable C24 pad edges or printed side-to-axis dimensions. See sequential reviewed regions in source package.

Calculated from: f24-repick-side-a, f24-repick-side-b, f24-repick-candidate-outline

foundation-main-24-padunreviewed · inferred

footprint.worldZSize

Unresolved

Numeric value unresolved

Candidate only. Nominal schedule size and vertical range do not establish an accepted world X/Z pad box.

IMG_1328 · View drawing ↗

Drawing notation: No legible/attributable notation

C24 bounded repick; scheduled side lengths known but no uniquely attributable C24 pad edges or printed side-to-axis dimensions. See sequential reviewed regions in source package.

Calculated from: f24-repick-side-a, f24-repick-side-b, f24-repick-candidate-outline

foundation-main-24-padunreviewed · inferred

footing.worldCenterX

Unresolved

Numeric value unresolved

Candidate only. Nominal schedule size and vertical range do not establish an accepted world X/Z pad box.

IMG_1328 · View drawing ↗

Drawing notation: No legible/attributable notation

C24 bounded repick; unresolved. See sequential reviewed regions in source package.

Calculated from: f24-repick-support-x, f24-repick-offset-x

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