Gus J. SolomonUnited States Courthouse
MenuClose
← 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.

Download the structured register (JSON)

Open the coordinated research model →

Clear filters
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

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
  • 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)

Loading the selected drawing…

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

Open source image separately ↗

628 matching objects

An identified object is not a fully modeled object. Missing dimensions, locations and relationships remain explicit.

column · column-E-B4Modeling: not-modeled

Support E

Research representation: control marker. Architectural checks: pending.

Basement · Original mark: E

2 recorded properties

Still to extract or check
  • Confirmed individual support symbol center
  • Local sheet deformation and as-built position
  • Steel-to-footing and cap-center offset
  • Storey continuation and actual bearing association
Inspect this object’s readings →

View source IMG_1328 ↗

column · column-E-B5Modeling: not-modeled

Support E

Research representation: control marker. Architectural checks: pending.

Basement · Original mark: E

2 recorded properties

Still to extract or check
  • Confirmed individual support symbol center
  • Local sheet deformation and as-built position
  • Steel-to-footing and cap-center offset
  • Storey continuation and actual bearing association
Inspect this object’s readings →

View source IMG_1328 ↗

column · column-E-C1Modeling: not-modeled

Support E

Research representation: control marker. Architectural checks: pending.

Basement · Original mark: E

2 recorded properties

Still to extract or check
  • Confirmed individual support symbol center
  • Local sheet deformation and as-built position
  • Steel-to-footing and cap-center offset
  • Storey continuation and actual bearing association
Inspect this object’s readings →

View source IMG_1328 ↗

column · column-E-C2Modeling: not-modeled

Support E

Research representation: control marker. Architectural checks: pending.

Basement · Original mark: E

2 recorded properties

Still to extract or check
  • Confirmed individual support symbol center
  • Local sheet deformation and as-built position
  • Steel-to-footing and cap-center offset
  • Storey continuation and actual bearing association
Inspect this object’s readings →

View source IMG_1328 ↗

column · column-E-C3Modeling: not-modeled

Support E

Research representation: control marker. Architectural checks: pending.

Basement · Original mark: E

2 recorded properties

Still to extract or check
  • Confirmed individual support symbol center
  • Local sheet deformation and as-built position
  • Steel-to-footing and cap-center offset
  • Storey continuation and actual bearing association
Inspect this object’s readings →

View source IMG_1328 ↗

column · column-E-C4Modeling: not-modeled

Support E

Research representation: control marker. Architectural checks: pending.

Basement · Original mark: E

2 recorded properties

Still to extract or check
  • Confirmed individual support symbol center
  • Local sheet deformation and as-built position
  • Steel-to-footing and cap-center offset
  • Storey continuation and actual bearing association
Inspect this object’s readings →

View source IMG_1328 ↗

column · column-E-C5Modeling: not-modeled

Support E

Research representation: control marker. Architectural checks: pending.

Basement · Original mark: E

2 recorded properties

Still to extract or check
  • Confirmed individual support symbol center
  • Local sheet deformation and as-built position
  • Steel-to-footing and cap-center offset
  • Storey continuation and actual bearing association
Inspect this object’s readings →

View source IMG_1328 ↗

column · column-E-C6Modeling: not-modeled

Support E

Research representation: control marker. Architectural checks: pending.

Basement · Original mark: E

2 recorded properties

Still to extract or check
  • Confirmed individual support symbol center
  • Local sheet deformation and as-built position
  • Steel-to-footing and cap-center offset
  • Storey continuation and actual bearing association
Inspect this object’s readings →

View source IMG_1328 ↗

column · column-E-C7Modeling: not-modeled

Support E

Research representation: control marker. Architectural checks: pending.

Basement · Original mark: E

2 recorded properties

Still to extract or check
  • Confirmed individual support symbol center
  • Local sheet deformation and as-built position
  • Steel-to-footing and cap-center offset
  • Storey continuation and actual bearing association
Inspect this object’s readings →

View source IMG_1328 ↗

floor · b-enclosed-floor-outlineModeling: not-modeled

BASEMENT FLOOR PLAN enclosed boundary

Research representation: boundary trace. Architectural checks: pending.

Basement

11 recorded properties

Still to extract or check
  • Actual slab-edge/wall-face offsets
  • Local projections and areaways
  • Boiler depression boundary construction
  • Exact local stepped floor elevations
Inspect this object’s readings →

View source IMG_1200 ↗

assembly · foundation-main-6-padModeling: not-modeled

pad · 6

Research representation: none. Architectural checks: pending.

Basement · Original mark: 6

Source relationships · not a verified physical connection

25 recorded properties

Still to extract or check
  • longitudinalLengthAndEndCoordinates
  • longitudinalCentroidAndOffset
  • stepTransitionGeometry
  • reinforcementAndDetailedSection
Inspect this object’s readings →

View source IMG_1328 ↗

assembly · foundation-main-7-padModeling: not-modeled

pad · 7

Research representation: none. Architectural checks: pending.

Basement · Original mark: 7

Source relationships · not a verified physical connection

25 recorded properties

Still to extract or check
  • longitudinalLengthAndEndCoordinates
  • longitudinalCentroidAndOffset
  • stepTransitionGeometry
  • reinforcementAndDetailedSection
Inspect this object’s readings →

View source IMG_1328 ↗

assembly · column-4-support-assembly-w409Modeling: not-modeled

C4 support assembly audit

Research representation: none. Architectural checks: pending.

Basement

Source relationships · not a verified physical connection

9 recorded properties

Still to extract or check
  • Footing global rotation
  • Footing C.G. offset direction
  • Footing detailed section shape
  • Cap thickness
  • Cap plan offset
  • Steel base plate thickness
  • Reinforcement and bearing connections
Inspect this object’s readings →

View source IMG_1328 ↗

type · type-c4-foundation-support-auditModeling: not-modeled

type c4 foundation support audit

Research representation: none. Architectural checks: pending.

Floor assignment pending

9 recorded properties

Still to extract or check
  • Footing global rotation
  • Footing C.G. offset direction
  • Footing detailed section shape
  • Cap thickness
  • Cap plan offset
  • Steel base plate thickness
  • Reinforcement and bearing connections
Inspect this object’s readings →

View source IMG_1328 ↗

assembly · foundation-main-1-padModeling: not-modeled

pad · 1

Research representation: none. Architectural checks: pending.

Basement · Original mark: 1

Source relationships · not a verified physical connection

26 recorded properties

Still to extract or check
  • World center and eccentricity vector
  • Global section orientation
  • Connection to adjacent foundation components
Inspect this object’s readings →

View source IMG_1328 ↗

assembly · foundation-main-1-cap-or-pierModeling: not-modeled

cap or pier · 1

Research representation: none. Architectural checks: pending.

Basement · Original mark: 1

Source relationships · not a verified physical connection

3 recorded properties

Still to extract or check
  • World center and eccentricity vector
  • Global section orientation
  • Connection to adjacent foundation components
  • cap or pier size · width
  • cap or pier size · length
  • cap or pier size · thickness
Inspect this object’s readings →

View source IMG_1328 ↗

assembly · foundation-main-2-padModeling: not-modeled

pad · 2

Research representation: none. Architectural checks: pending.

Basement · Original mark: 2

Source relationships · not a verified physical connection

3 recorded properties

Still to extract or check
  • World center and eccentricity vector
  • Global section orientation
  • Connection to adjacent foundation components
Inspect this object’s readings →

View source IMG_1328 ↗

assembly · foundation-main-2-cap-or-pierModeling: not-modeled

cap or pier · 2

Research representation: none. Architectural checks: pending.

Basement · Original mark: 2

Source relationships · not a verified physical connection

3 recorded properties

Still to extract or check
  • World center and eccentricity vector
  • Global section orientation
  • Connection to adjacent foundation components
  • cap or pier size · width
  • cap or pier size · length
  • cap or pier size · thickness
Inspect this object’s readings →

View source IMG_1328 ↗

assembly · foundation-main-3-padModeling: not-modeled

pad · 3

Research representation: none. Architectural checks: pending.

Basement · Original mark: 3

Source relationships · not a verified physical connection

18 recorded properties

Still to extract or check
  • World center and eccentricity vector
  • Global section orientation
  • Connection to adjacent foundation components
Inspect this object’s readings →

View source IMG_1328 ↗

assembly · foundation-main-3-cap-or-pierModeling: not-modeled

cap or pier · 3

Research representation: none. Architectural checks: pending.

Basement · Original mark: 3

Source relationships · not a verified physical connection

3 recorded properties

Still to extract or check
  • World center and eccentricity vector
  • Global section orientation
  • Connection to adjacent foundation components
  • cap or pier size · width
  • cap or pier size · length
  • cap or pier size · thickness
Inspect this object’s readings →

View source IMG_1328 ↗

assembly · foundation-main-4-padModeling: not-modeled

pad · 4

Research representation: nominal envelope. Architectural checks: pending.

Basement · Original mark: 4

Source relationships · not a verified physical connection

21 recorded properties

Still to extract or check
  • Detailed section profile
  • Reinforcement
  • Independent placement check
  • Cap/base connection and vertical stacking
Inspect this object’s readings →

View source IMG_1328 ↗

assembly · foundation-main-4-cap-or-pierModeling: not-modeled

cap or pier · 4

Research representation: none. Architectural checks: pending.

Basement · Original mark: 4

Source relationships · not a verified physical connection

3 recorded properties

Still to extract or check
  • World center and eccentricity vector
  • Global section orientation
  • Connection to adjacent foundation components
  • cap or pier size · width
  • cap or pier size · length
  • cap or pier size · thickness
Inspect this object’s readings →

View source IMG_1328 ↗

assembly · foundation-main-5-padModeling: not-modeled

pad · 5

Research representation: nominal envelope. Architectural checks: pending.

Basement · Original mark: 5

Source relationships · not a verified physical connection

23 recorded properties

Still to extract or check
  • Detailed section profile
  • Reinforcement
  • Independent placement check
  • Cap/base connection and vertical stacking
  • Independent metric reconciliation of scheduled size with plan silhouette
Inspect this object’s readings →

View source IMG_1328 ↗

assembly · foundation-main-5-cap-or-pierModeling: not-modeled

cap or pier · 5

Research representation: none. Architectural checks: pending.

Basement · Original mark: 5

Source relationships · not a verified physical connection

3 recorded properties

Still to extract or check
  • World center and eccentricity vector
  • Global section orientation
  • Connection to adjacent foundation components
  • cap or pier size · width
  • cap or pier size · length
  • cap or pier size · thickness
Inspect this object’s readings →

View source IMG_1328 ↗

assembly · foundation-main-6-cap-or-pierModeling: not-modeled

cap or pier · 6

Research representation: none. Architectural checks: pending.

Basement · Original mark: 6

Source relationships · not a verified physical connection

3 recorded properties

Still to extract or check
  • World center and eccentricity vector
  • Global section orientation
  • Connection to adjacent foundation components
  • cap or pier size · width
  • cap or pier size · length
  • cap or pier size · thickness
Inspect this object’s readings →

View source IMG_1328 ↗

assembly · foundation-main-7-cap-or-pierModeling: not-modeled

cap or pier · 7

Research representation: none. Architectural checks: pending.

Basement · Original mark: 7

Source relationships · not a verified physical connection

3 recorded properties

Still to extract or check
  • World center and eccentricity vector
  • Global section orientation
  • Connection to adjacent foundation components
  • cap or pier size · width
  • cap or pier size · length
  • cap or pier size · thickness
Inspect this object’s readings →

View source IMG_1328 ↗

assembly · foundation-main-8-padModeling: not-modeled

pad · 8

Research representation: none. Architectural checks: pending.

Basement · Original mark: 8

Source relationships · not a verified physical connection

13 recorded properties

Still to extract or check
  • World center and eccentricity vector
  • Global section orientation
  • Connection to adjacent foundation components
  • footing size · length
Inspect this object’s readings →

View source IMG_1328 ↗

assembly · foundation-main-8-cap-or-pierModeling: not-modeled

cap or pier · 8

Research representation: none. Architectural checks: pending.

Basement · Original mark: 8

Source relationships · not a verified physical connection

3 recorded properties

Still to extract or check
  • World center and eccentricity vector
  • Global section orientation
  • Connection to adjacent foundation components
  • cap or pier size · width
  • cap or pier size · length
  • cap or pier size · thickness
Inspect this object’s readings →

View source IMG_1328 ↗

assembly · foundation-main-9-padModeling: not-modeled

pad · 9

Research representation: none. Architectural checks: pending.

Basement · Original mark: 9

Source relationships · not a verified physical connection

13 recorded properties

Still to extract or check
  • World center and eccentricity vector
  • Global section orientation
  • Connection to adjacent foundation components
  • footing size · length
Inspect this object’s readings →

View source IMG_1328 ↗

assembly · foundation-main-9-cap-or-pierModeling: not-modeled

cap or pier · 9

Research representation: none. Architectural checks: pending.

Basement · Original mark: 9

Source relationships · not a verified physical connection

3 recorded properties

Still to extract or check
  • World center and eccentricity vector
  • Global section orientation
  • Connection to adjacent foundation components
  • cap or pier size · width
  • cap or pier size · length
  • cap or pier size · thickness
Inspect this object’s readings →

View source IMG_1328 ↗

assembly · foundation-main-10-padModeling: not-modeled

pad · 10

Research representation: none. Architectural checks: pending.

Basement · Original mark: 10

Source relationships · not a verified physical connection

3 recorded properties

Still to extract or check
  • World center and eccentricity vector
  • Global section orientation
  • Connection to adjacent foundation components
  • footing size · length
Inspect this object’s readings →

View source IMG_1328 ↗

assembly · foundation-main-10-cap-or-pierModeling: not-modeled

cap or pier · 10

Research representation: none. Architectural checks: pending.

Basement · Original mark: 10

Source relationships · not a verified physical connection

3 recorded properties

Still to extract or check
  • World center and eccentricity vector
  • Global section orientation
  • Connection to adjacent foundation components
  • cap or pier size · width
  • cap or pier size · length
  • cap or pier size · thickness
Inspect this object’s readings →

View source IMG_1328 ↗

assembly · foundation-main-11-padModeling: not-modeled

pad · 11

Research representation: none. Architectural checks: pending.

Basement · Original mark: 11

Source relationships · not a verified physical connection

3 recorded properties

Still to extract or check
  • World center and eccentricity vector
  • Global section orientation
  • Connection to adjacent foundation components
  • footing size · length
Inspect this object’s readings →

View source IMG_1328 ↗

assembly · foundation-main-11-cap-or-pierModeling: not-modeled

cap or pier · 11

Research representation: none. Architectural checks: pending.

Basement · Original mark: 11

Source relationships · not a verified physical connection

3 recorded properties

Still to extract or check
  • World center and eccentricity vector
  • Global section orientation
  • Connection to adjacent foundation components
  • cap or pier size · width
  • cap or pier size · length
  • cap or pier size · thickness
Inspect this object’s readings →

View source IMG_1328 ↗

assembly · foundation-main-12-padModeling: not-modeled

pad · 12

Research representation: none. Architectural checks: pending.

Basement · Original mark: 12

Source relationships · not a verified physical connection

14 recorded properties

Still to extract or check
  • World center and eccentricity vector
  • Global section orientation
  • Connection to adjacent foundation components
Inspect this object’s readings →

View source IMG_1328 ↗

assembly · foundation-main-12-cap-or-pierModeling: not-modeled

cap or pier · 12

Research representation: none. Architectural checks: pending.

Basement · Original mark: 12

Source relationships · not a verified physical connection

3 recorded properties

Still to extract or check
  • World center and eccentricity vector
  • Global section orientation
  • Connection to adjacent foundation components
  • cap or pier size · width
  • cap or pier size · length
  • cap or pier size · thickness
Inspect this object’s readings →

View source IMG_1328 ↗

assembly · foundation-main-13-padModeling: not-modeled

pad · 13

Research representation: none. Architectural checks: pending.

Basement · Original mark: 13

Source relationships · not a verified physical connection

20 recorded properties

Still to extract or check
  • World center and eccentricity vector
  • Global section orientation
  • Connection to adjacent foundation components
  • 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
  • reinforcement count and bar placement
  • independent/as-built check
Inspect this object’s readings →

View source IMG_1328 ↗

assembly · foundation-main-13-cap-or-pierModeling: not-modeled

cap or pier · 13

Research representation: none. Architectural checks: pending.

Basement · Original mark: 13

Source relationships · not a verified physical connection

3 recorded properties

Still to extract or check
  • World center and eccentricity vector
  • Global section orientation
  • Connection to adjacent foundation components
  • cap or pier size · width
  • cap or pier size · length
  • cap or pier size · thickness
Inspect this object’s readings →

View source IMG_1328 ↗

assembly · foundation-main-14-padModeling: not-modeled

pad · 14

Research representation: none. Architectural checks: pending.

Basement · Original mark: 14

Source relationships · not a verified physical connection

14 recorded properties

Still to extract or check
  • World center and eccentricity vector
  • Global section orientation
  • Connection to adjacent foundation components
  • 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
  • cap center, thickness and bearing transform
  • independent/as-built check
Inspect this object’s readings →

View source IMG_1328 ↗

assembly · foundation-main-14-cap-or-pierModeling: not-modeled

cap or pier · 14

Research representation: none. Architectural checks: pending.

Basement · Original mark: 14

Source relationships · not a verified physical connection

3 recorded properties

Still to extract or check
  • World center and eccentricity vector
  • Global section orientation
  • Connection to adjacent foundation components
  • cap or pier size · width
  • cap or pier size · length
  • cap or pier size · thickness
Inspect this object’s readings →

View source IMG_1328 ↗

View all source photographs →