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
4872
Verified printed values
12046
Disputed values
20

464 of 464 photographs have extraction records, containing 27,517 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

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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
  • 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.

Download OCR observations (unverified)

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Scroll or pinch to inspect this drawing. Blue: printed controls. Gold: provisional geometry. Pink: held-out check residuals. An overlay is a comparison, not certification. 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-sixth-street-exterior-column-chainverified · printed

Column chain · bay-5

168 in

168 in

IMG_1328 · Locate on drawing ↗

Drawing notation: 157′2″ overall; 22′7″; 8 @ 14′0″ = 112′0″; 22′7″

Extraction confidence: medium-high. Eight equal intervals are explicitly printed. End-bay 22′7″ interpretation closes the total. The sheet does not use an alphanumeric grid.

foundation-sixth-street-exterior-column-chainverified · printed

Column chain · bay-6

168 in

168 in

IMG_1328 · Locate on drawing ↗

Drawing notation: 157′2″ overall; 22′7″; 8 @ 14′0″ = 112′0″; 22′7″

Extraction confidence: medium-high. Eight equal intervals are explicitly printed. End-bay 22′7″ interpretation closes the total. The sheet does not use an alphanumeric grid.

foundation-sixth-street-exterior-column-chainverified · printed

Column chain · bay-7

168 in

168 in

IMG_1328 · Locate on drawing ↗

Drawing notation: 157′2″ overall; 22′7″; 8 @ 14′0″ = 112′0″; 22′7″

Extraction confidence: medium-high. Eight equal intervals are explicitly printed. End-bay 22′7″ interpretation closes the total. The sheet does not use an alphanumeric grid.

foundation-sixth-street-exterior-column-chainverified · printed

Column chain · bay-8

168 in

168 in

IMG_1328 · Locate on drawing ↗

Drawing notation: 157′2″ overall; 22′7″; 8 @ 14′0″ = 112′0″; 22′7″

Extraction confidence: medium-high. Eight equal intervals are explicitly printed. End-bay 22′7″ interpretation closes the total. The sheet does not use an alphanumeric grid.

foundation-sixth-street-exterior-column-chainverified · printed

Column chain · bay-9

168 in

168 in

IMG_1328 · Locate on drawing ↗

Drawing notation: 157′2″ overall; 22′7″; 8 @ 14′0″ = 112′0″; 22′7″

Extraction confidence: medium-high. Eight equal intervals are explicitly printed. End-bay 22′7″ interpretation closes the total. The sheet does not use an alphanumeric grid.

foundation-sixth-street-exterior-column-chainverified · printed

Column chain · bay-10

271 in

271 in

IMG_1328 · Locate on drawing ↗

Drawing notation: 157′2″ overall; 22′7″; 8 @ 14′0″ = 112′0″; 22′7″

Extraction confidence: medium-high. Eight equal intervals are explicitly printed. End-bay 22′7″ interpretation closes the total. The sheet does not use an alphanumeric grid.

foundation-sixth-street-exterior-column-chainverified · printed

Column chain · printed-overall

1886 in

1886 in

IMG_1328 · Locate on drawing ↗

Drawing notation: 157′2″ overall; 22′7″; 8 @ 14′0″ = 112′0″; 22′7″

Extraction confidence: medium-high. Eight equal intervals are explicitly printed. End-bay 22′7″ interpretation closes the total. The sheet does not use an alphanumeric grid.

foundation-interior-cross-bay-chainverified · printed

Column chain · bay-1

144 in

144 in

IMG_1328 · Locate on drawing ↗

Drawing notation: 12′0″ + 12′0″ + 20′0″ + 12′0″ + 12′0″

Extraction confidence: high. This explicitly differs from several exterior bay spacings. Do not create a uniform structural lattice.

foundation-interior-cross-bay-chainverified · printed

Column chain · bay-2

144 in

144 in

IMG_1328 · Locate on drawing ↗

Drawing notation: 12′0″ + 12′0″ + 20′0″ + 12′0″ + 12′0″

Extraction confidence: high. This explicitly differs from several exterior bay spacings. Do not create a uniform structural lattice.

foundation-interior-cross-bay-chainverified · printed

Column chain · bay-3

240 in

240 in

IMG_1328 · Locate on drawing ↗

Drawing notation: 12′0″ + 12′0″ + 20′0″ + 12′0″ + 12′0″

Extraction confidence: high. This explicitly differs from several exterior bay spacings. Do not create a uniform structural lattice.

foundation-interior-cross-bay-chainverified · printed

Column chain · bay-4

144 in

144 in

IMG_1328 · Locate on drawing ↗

Drawing notation: 12′0″ + 12′0″ + 20′0″ + 12′0″ + 12′0″

Extraction confidence: high. This explicitly differs from several exterior bay spacings. Do not create a uniform structural lattice.

foundation-interior-cross-bay-chainverified · printed

Column chain · bay-5

144 in

144 in

IMG_1328 · Locate on drawing ↗

Drawing notation: 12′0″ + 12′0″ + 20′0″ + 12′0″ + 12′0″

Extraction confidence: high. This explicitly differs from several exterior bay spacings. Do not create a uniform structural lattice.

foundation-entrance-front-column-chainverified · printed

Column chain · bay-1

120 in

120 in

IMG_1328 · Locate on drawing ↗

Drawing notation: 10′0″ repeated in six bays

Extraction confidence: high. Printed chain follows the entrance front; image-traced points are skewed by the photograph and drawn angled front.

foundation-entrance-front-column-chainverified · printed

Column chain · bay-2

120 in

120 in

IMG_1328 · Locate on drawing ↗

Drawing notation: 10′0″ repeated in six bays

Extraction confidence: high. Printed chain follows the entrance front; image-traced points are skewed by the photograph and drawn angled front.

foundation-entrance-front-column-chainverified · printed

Column chain · bay-3

120 in

120 in

IMG_1328 · Locate on drawing ↗

Drawing notation: 10′0″ repeated in six bays

Extraction confidence: high. Printed chain follows the entrance front; image-traced points are skewed by the photograph and drawn angled front.

foundation-entrance-front-column-chainverified · printed

Column chain · bay-4

120 in

120 in

IMG_1328 · Locate on drawing ↗

Drawing notation: 10′0″ repeated in six bays

Extraction confidence: high. Printed chain follows the entrance front; image-traced points are skewed by the photograph and drawn angled front.

foundation-entrance-front-column-chainverified · printed

Column chain · bay-5

120 in

120 in

IMG_1328 · Locate on drawing ↗

Drawing notation: 10′0″ repeated in six bays

Extraction confidence: high. Printed chain follows the entrance front; image-traced points are skewed by the photograph and drawn angled front.

foundation-entrance-front-column-chainverified · printed

Column chain · bay-6

120 in

120 in

IMG_1328 · Locate on drawing ↗

Drawing notation: 10′0″ repeated in six bays

Extraction confidence: high. Printed chain follows the entrance front; image-traced points are skewed by the photograph and drawn angled front.

column-1unreviewed · traced

world x foundation trace

-78.9018748421338 ft (provisional trace)

-78.901875 ft · estimated uncertainty ±2.237222407 ft

Candidate support-center location; the prior trace may represent a steel column, concrete pilaster, stub, or entrance support. Member material/type requires the original schedule.

IMG_1328 · Locate on drawing ↗
column-1unreviewed · traced

world z foundation trace

-78.48692792566763 ft (provisional trace)

-78.486928 ft · estimated uncertainty ±2.237222407 ft

Candidate support-center location; the prior trace may represent a steel column, concrete pilaster, stub, or entrance support. Member material/type requires the original schedule.

IMG_1328 · Locate on drawing ↗
column-2unreviewed · traced

world x foundation trace

-63.60472422932912 ft (provisional trace)

-63.604724 ft · estimated uncertainty ±2.236791428 ft

Candidate support-center location; the prior trace may represent a steel column, concrete pilaster, stub, or entrance support. Member material/type requires the original schedule.

IMG_1328 · Locate on drawing ↗
column-2unreviewed · traced

world z foundation trace

-79.01153363193592 ft (provisional trace)

-79.011534 ft · estimated uncertainty ±2.236791428 ft

Candidate support-center location; the prior trace may represent a steel column, concrete pilaster, stub, or entrance support. Member material/type requires the original schedule.

IMG_1328 · Locate on drawing ↗
column-3unreviewed · traced

world x foundation trace

-49.57242790650528 ft (provisional trace)

-49.572428 ft · estimated uncertainty ±2.235714889 ft

Candidate support-center location; the prior trace may represent a steel column, concrete pilaster, stub, or entrance support. Member material/type requires the original schedule.

IMG_1328 · Locate on drawing ↗
column-3unreviewed · traced

world z foundation trace

-79.1504378727106 ft (provisional trace)

-79.150438 ft · estimated uncertainty ±2.235714889 ft

Candidate support-center location; the prior trace may represent a steel column, concrete pilaster, stub, or entrance support. Member material/type requires the original schedule.

IMG_1328 · Locate on drawing ↗
column-4unreviewed · traced

world x foundation trace

-34.21589875243004 ft (provisional trace)

-34.215899 ft · estimated uncertainty ±2.23522313 ft

Candidate support-center location; the prior trace may represent a steel column, concrete pilaster, stub, or entrance support. Member material/type requires the original schedule.

IMG_1328 · Locate on drawing ↗
column-4unreviewed · traced

world z foundation trace

-79.6797695923407 ft (provisional trace)

-79.67977 ft · estimated uncertainty ±2.23522313 ft

Candidate support-center location; the prior trace may represent a steel column, concrete pilaster, stub, or entrance support. Member material/type requires the original schedule.

IMG_1328 · Locate on drawing ↗
column-5unreviewed · traced

world x foundation trace

-20.982265400891453 ft (provisional trace)

-20.982265 ft · estimated uncertainty ±2.233619659 ft

Candidate support-center location; the prior trace may represent a steel column, concrete pilaster, stub, or entrance support. Member material/type requires the original schedule.

IMG_1328 · Locate on drawing ↗
column-5unreviewed · traced

world z foundation trace

-79.52804507548066 ft (provisional trace)

-79.528045 ft · estimated uncertainty ±2.233619659 ft

Candidate support-center location; the prior trace may represent a steel column, concrete pilaster, stub, or entrance support. Member material/type requires the original schedule.

IMG_1328 · Locate on drawing ↗
column-6unreviewed · traced

world x foundation trace

-6.7516069247124175 ft (provisional trace)

-6.751607 ft · estimated uncertainty ±2.238653093 ft

Candidate support-center location; the prior trace may represent a steel column, concrete pilaster, stub, or entrance support. Member material/type requires the original schedule.

IMG_1328 · Locate on drawing ↗
column-6unreviewed · traced

world z foundation trace

-79.57431672268542 ft (provisional trace)

-79.574317 ft · estimated uncertainty ±2.238653093 ft

Candidate support-center location; the prior trace may represent a steel column, concrete pilaster, stub, or entrance support. Member material/type requires the original schedule.

IMG_1328 · Locate on drawing ↗
column-7unreviewed · traced

world x foundation trace

7.063454957576899 ft (provisional trace)

7.063455 ft · estimated uncertainty ±2.257561051 ft

Candidate support-center location; the prior trace may represent a steel column, concrete pilaster, stub, or entrance support. Member material/type requires the original schedule.

IMG_1328 · Locate on drawing ↗
column-7unreviewed · traced

world z foundation trace

-79.61587743391043 ft (provisional trace)

-79.615877 ft · estimated uncertainty ±2.257561051 ft

Candidate support-center location; the prior trace may represent a steel column, concrete pilaster, stub, or entrance support. Member material/type requires the original schedule.

IMG_1328 · Locate on drawing ↗
column-8unreviewed · traced

world x foundation trace

21.13287881640511 ft (provisional trace)

21.132879 ft · estimated uncertainty ±2.276756333 ft

Candidate support-center location; the prior trace may represent a steel column, concrete pilaster, stub, or entrance support. Member material/type requires the original schedule.

IMG_1328 · Locate on drawing ↗
column-8unreviewed · traced

world z foundation trace

-79.56388725718455 ft (provisional trace)

-79.563887 ft · estimated uncertainty ±2.276756333 ft

Candidate support-center location; the prior trace may represent a steel column, concrete pilaster, stub, or entrance support. Member material/type requires the original schedule.

IMG_1328 · Locate on drawing ↗
column-9unreviewed · traced

world x foundation trace

33.49512689954361 ft (provisional trace)

33.495127 ft · estimated uncertainty ±2.293920167 ft

Candidate support-center location; the prior trace may represent a steel column, concrete pilaster, stub, or entrance support. Member material/type requires the original schedule.

IMG_1328 · Locate on drawing ↗
column-9unreviewed · traced

world z foundation trace

-79.58972632871816 ft (provisional trace)

-79.589726 ft · estimated uncertainty ±2.293920167 ft

Candidate support-center location; the prior trace may represent a steel column, concrete pilaster, stub, or entrance support. Member material/type requires the original schedule.

IMG_1328 · Locate on drawing ↗
column-10unreviewed · traced

world x foundation trace

48.58887461033107 ft (provisional trace)

48.588875 ft · estimated uncertainty ±2.314865064 ft

Candidate support-center location; the prior trace may represent a steel column, concrete pilaster, stub, or entrance support. Member material/type requires the original schedule.

IMG_1328 · Locate on drawing ↗
column-10unreviewed · traced

world z foundation trace

-79.54575905882393 ft (provisional trace)

-79.545759 ft · estimated uncertainty ±2.314865064 ft

Candidate support-center location; the prior trace may represent a steel column, concrete pilaster, stub, or entrance support. Member material/type requires the original schedule.

IMG_1328 · Locate on drawing ↗
column-11unreviewed · traced

world x foundation trace

62.650702074366585 ft (provisional trace)

62.650702 ft · estimated uncertainty ±2.334279618 ft

Candidate support-center location; the prior trace may represent a steel column, concrete pilaster, stub, or entrance support. Member material/type requires the original schedule.

IMG_1328 · Locate on drawing ↗
column-11unreviewed · traced

world z foundation trace

-79.39421740727583 ft (provisional trace)

-79.394217 ft · estimated uncertainty ±2.334279618 ft

Candidate support-center location; the prior trace may represent a steel column, concrete pilaster, stub, or entrance support. Member material/type requires the original schedule.

IMG_1328 · Locate on drawing ↗
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