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.
464 of 464 photographs have extraction records, containing 31,062 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)Original sheet identity has not yet been reconciled.
Extraction: Reviewed · extraction partial. Partial: 96 main footing rows, 34 stubs and 17 entrance instances transcribed. Ambiguous schedule cells and unregistered positions are not approved geometry. Four corner controls and six check intersections on each sheet; source orientation; existing 147-point trace set transformed arithmetically. Reuse of previously transcribed C4 footing/cap dimensions and bottom reference only. C24 pad schedule and placement gate; no accepted world pad box. C24 pad schedule and placement gate; no accepted world pad box. C24 pad schedule and placement gate; no accepted world pad box. C24 pad schedule and placement gate; no accepted world pad box. C24 pad schedule and placement gate; no accepted world pad box. C24 pad schedule and placement gate; no accepted world pad box. C24 pad schedule and placement gate; no accepted world pad box. C24 pad schedule and placement gate; no accepted world pad box. C24 pad schedule and placement gate; no accepted world pad box. C24 pad schedule and placement gate; no accepted world pad box. C24 pad schedule and placement gate; no accepted world pad box. C24 pad schedule and placement gate; no accepted world pad box. C24 pad schedule and placement gate; no accepted world pad box. C1 scheduled size and column control; signed pad-center offset unproved. C1 scheduled size and column control; signed pad-center offset unproved. C1 scheduled size and column control; signed pad-center offset unproved. C1 scheduled size and column control; signed pad-center offset unproved. C1 scheduled size and column control; signed pad-center offset unproved. C1 scheduled size and column control; signed pad-center offset unproved. C1 scheduled size and column control; signed pad-center offset unproved. C1 scheduled size and column control; signed pad-center offset unproved. C1 scheduled size and column control; signed pad-center offset unproved. C1 scheduled size and column control; signed pad-center offset unproved. C1 scheduled size and column control; signed pad-center offset unproved. C1 scheduled size and column control; signed pad-center offset unproved. C1 corner repick; scalar E established, signed pad placement still unresolved. C1 corner repick; scalar E established, signed pad placement still unresolved. C1 corner repick; scalar E established, signed pad placement still unresolved. C1 corner repick; scalar E established, signed pad placement still unresolved. C1 corner repick; scalar E established, signed pad placement still unresolved. C1 corner repick; scalar E established, signed pad placement still unresolved. C16 pad schedule, one-axis center, signed-offset and elevation gate. C16 pad schedule, one-axis center, signed-offset and elevation gate. C16 pad schedule, one-axis center, signed-offset and elevation gate. C16 pad schedule, one-axis center, signed-offset and elevation gate. C16 pad schedule, one-axis center, signed-offset and elevation gate. C16 pad schedule, one-axis center, signed-offset and elevation gate. C16 pad schedule, one-axis center, signed-offset and elevation gate. C16 pad schedule, one-axis center, signed-offset and elevation gate. C16 pad schedule, one-axis center, signed-offset and elevation gate. C16 pad schedule, one-axis center, signed-offset and elevation gate. C16 pad schedule, one-axis center, signed-offset and elevation gate. C16 pad schedule, one-axis center, signed-offset and elevation gate. C16 pad schedule, one-axis center, signed-offset and elevation gate. C16 pad schedule, one-axis center, signed-offset and elevation gate. C16 pad schedule, one-axis center, signed-offset and elevation gate. C16 pad schedule, one-axis center, signed-offset and elevation gate. C16 steel-column row repick; footing signed Z offset remains unresolved. C16 steel-column row repick; footing signed Z offset remains unresolved. C16 steel-column row repick; footing signed Z offset remains unresolved. C16 steel-column row repick; footing signed Z offset remains unresolved. C16 steel-column row repick; footing signed Z offset remains unresolved. C16 steel-column row repick; footing signed Z offset remains unresolved. C24 pad centerline/side-orientation gate; signed X/Z placement remains unresolved. C24 pad centerline/side-orientation gate; signed X/Z placement remains unresolved. C24 pad centerline/side-orientation gate; signed X/Z placement remains unresolved. C24 pad centerline/side-orientation gate; signed X/Z placement remains unresolved. C24 pad centerline/side-orientation gate; signed X/Z placement remains unresolved. C24 pad centerline/side-orientation gate; signed X/Z placement remains unresolved. C24 pad centerline/side-orientation gate; signed X/Z placement remains unresolved. C24 pad centerline/side-orientation gate; signed X/Z placement remains unresolved. C24 pad centerline/side-orientation gate; signed X/Z placement remains unresolved. C24 pad centerline/side-orientation gate; signed X/Z placement remains unresolved. C24 pad centerline/side-orientation gate; signed X/Z placement remains unresolved. C24 pad centerline/side-orientation gate; signed X/Z placement remains unresolved. C24 pad centerline/side-orientation gate; signed X/Z placement remains unresolved. C24 pad centerline/side-orientation gate; signed X/Z placement remains unresolved. C13–C15 pad schedule and placement gate; finite world pads withheld. C13–C15 pad schedule and placement gate; finite world pads withheld. C13–C15 pad schedule and placement gate; finite world pads withheld. C13–C15 pad schedule and placement gate; finite world pads withheld. C13–C15 pad schedule and placement gate; finite world pads withheld. C13–C15 pad schedule and placement gate; finite world pads withheld. C13–C15 pad schedule and placement gate; finite world pads withheld. C13–C15 pad schedule and placement gate; finite world pads withheld. C13–C15 pad schedule and placement gate; finite world pads withheld. C13–C15 pad schedule and placement gate; finite world pads withheld. C13–C15 pad schedule and placement gate; finite world pads withheld. C13–C15 pad schedule and placement gate; finite world pads withheld. C13–C15 pad schedule and placement gate; finite world pads withheld. C13–C15 pad schedule and placement gate; finite world pads withheld. C13–C15 pad schedule and placement gate; finite world pads withheld. C13–C15 pad schedule and placement gate; finite world pads withheld. C13–C15 pad schedule and placement gate; finite world pads withheld. C13–C15 pad schedule and placement gate; finite world pads withheld. C13–C15 pad schedule and placement gate; finite world pads withheld. C13–C15 pad schedule and placement gate; finite world pads withheld. C13–C15 pad schedule and placement gate; finite world pads withheld. C13–C15 pad schedule and placement gate; finite world pads withheld. C13–C15 pad schedule and placement gate; finite world pads withheld. C13–C15 pad schedule and placement gate; finite world pads withheld. C13–C15 pad schedule and placement gate; finite world pads withheld. C13–C15 pad schedule and placement gate; finite world pads withheld. C13–C15 pad schedule and placement gate; finite world pads withheld. C13–C15 pad schedule and placement gate; finite world pads withheld. C13–C15 pad schedule and placement gate; finite world pads withheld. C13–C15 pad schedule and placement gate; finite world pads withheld. C13–C15 pad schedule and placement gate; finite world pads withheld. C13–C15 pad schedule and placement gate; finite world pads withheld. C13–C15 pad schedule and placement gate; finite world pads withheld. C13–C15 pad schedule and placement gate; finite world pads withheld. C13–C15 pad schedule and placement gate; finite world pads withheld. C13–C15 pad schedule and placement gate; finite world pads withheld. C13–C15 pad schedule and placement gate; finite world pads withheld. C13–C15 pad schedule and placement gate; finite world pads withheld. C13–C15 pad schedule and placement gate; finite world pads withheld. C13–C15 pad schedule and placement gate; finite world pads withheld. C13–C15 pad schedule and placement gate; finite world pads withheld. Partial timed visual review: Prior-package and OCR audit only; no new image inspection or duplicate verified readings. Partial timed visual review: Text/OCR and prior-package audit only; no new image inspection and no duplicate verified measurements. Partial timed visual review: Prior evidence reused; only selected remaining source-local regions reviewed. No historical placement or accepted physical geometry. Partial timed visual review: undefined Partial timed visual review: undefined Partial timed visual review: undefined Partial timed visual review: undefined Partial timed visual review: undefined Partial timed visual review: undefined Partial timed visual review: Zero-image coverage routing. No new visual area or source-reading promotion. Partial timed visual review: undefined
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Registration: provisional · 6 independent checks · maximum residual 0.458 ft.
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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 ↗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.
-9.86143 ft · estimated uncertainty ±1.927470103 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.
87.503559 ft · estimated uncertainty ±1.927470103 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.
0.11906 ft · estimated uncertainty ±1.926817414 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.
87.506791 ft · estimated uncertainty ±1.926817414 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.
10.077531 ft · estimated uncertainty ±1.92603085 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.
87.578573 ft · estimated uncertainty ±1.92603085 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.
20.162783 ft · estimated uncertainty ±1.925588868 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.
87.440436 ft · estimated uncertainty ±1.925588868 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.
-19.876535 ft · estimated uncertainty ±1.911161441 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.
97.140044 ft · estimated uncertainty ±1.911161441 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.
-10.042412 ft · estimated uncertainty ±1.910755417 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.
97.029819 ft · estimated uncertainty ±1.910755417 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.
-0.155213 ft · estimated uncertainty ±1.909968744 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.
97.126396 ft · estimated uncertainty ±1.909968744 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.
9.926595 ft · estimated uncertainty ±1.909388543 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.
97.089288 ft · estimated uncertainty ±1.909388543 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.
19.916962 ft · estimated uncertainty ±1.908806859 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.
97.047554 ft · estimated uncertainty ±1.908806859 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.
-29.729397 ft · estimated uncertainty ±1.891498701 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.
108.694482 ft · estimated uncertainty ±1.891498701 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.
-19.577333 ft · estimated uncertainty ±1.891971825 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.
108.094632 ft · estimated uncertainty ±1.891971825 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.
-9.645192 ft · estimated uncertainty ±1.893051538 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.
107.143546 ft · estimated uncertainty ±1.893051538 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.
0.286696 ft · estimated uncertainty ±1.894246151 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.
106.115412 ft · estimated uncertainty ±1.894246151 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.
10.075997 ft · estimated uncertainty ±1.895455446 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.
105.072824 ft · estimated uncertainty ±1.895455446 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.
20.154517 ft · estimated uncertainty ±1.896866737 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.
103.892545 ft · estimated uncertainty ±1.896866737 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.
30.384152 ft · estimated uncertainty ±1.898379281 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.
102.636676 ft · estimated uncertainty ±1.898379281 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.
80.25 ft
General basement reference, with regional exceptions.
Drawing notation: FIN.BASEMENT FL.,EL.80.25
Existing foundation extraction, referenced without reopening.
150 in
Width-only schedule cell; this is not a 12′6″ square. Source audit state: checked-master-crop-single-reader.
Drawing notation: 6; 12′6″ wide × 2′2″; cap 7′4″ × 8′4″ × 1′4[?]″
Calculated from: foundation-main-6-footing-widthInches
Numeric value unresolved
Longitudinal length is not stated in this schedule row. Source audit state: unresolved.
Drawing notation: 6; 12′6″ wide × 2′2″; cap 7′4″ × 8′4″ × 1′4[?]″
Calculated from: foundation-main-6-footing-lengthInches
0 deg
The strip's longitudinal edges run parallel to Madison/world X. This establishes run direction, not a numeric longitudinal extent. Source audit state: checked-master-crop-single-reader.
Drawing notation: 6; (-9′0″); strip edges run along Madison; longitudinal break lines
90 deg
The scheduled width crosses the strip along world Z. Source audit state: checked-master-crop-single-reader.
Drawing notation: 6; (-9′0″); strip edges run along Madison; longitudinal break lines
Drawing notation: 6; 12′6″ wide × 2′2″; cap 7′4″ × 8′4″ × 1′4[?]″
Calculated from: footing-6-placement-strip-run-axis
12.5 ft
Source audit state: checked-arithmetic-from-source-linked-parents.
Drawing notation: 6; 12′6″ wide × 2′2″; cap 7′4″ × 8′4″ × 1′4[?]″
Drawing notation: 6; (-9′0″); strip edges run along Madison; longitudinal break lines
Calculated from: footing-6-placement-schedule-width, footing-6-placement-width-axis
Numeric value unresolved
No numeric end/step location or longitudinal length was identified. Column bay dimensions are not footing end dimensions. Source audit state: unresolved.
Drawing notation: 6; (-9′0″); strip edges run along Madison; longitudinal break lines
Drawing notation: 6; 12′6″ wide × 2′2″; cap 7′4″ × 8′4″ × 1′4[?]″
Calculated from: footing-6-placement-schedule-length
Numeric value unresolved
Strip run is X, but an individual segment's longest side is not asserted while its X length is unknown. Source audit state: unresolved.
Drawing notation: 6; (-9′0″); strip edges run along Madison; longitudinal break lines
Drawing notation: 6; 12′6″ wide × 2′2″; cap 7′4″ × 8′4″ × 1′4[?]″
Calculated from: footing-6-placement-span-x, footing-6-placement-span-z