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 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)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.
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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.
78.442753 ft · estimated uncertainty ±2.083001635 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.
42.154371 ft · estimated uncertainty ±2.083001635 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.
-78.731986 ft · estimated uncertainty ±1.987694108 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.
56.095162 ft · estimated uncertainty ±1.987694108 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.
-62.805273 ft · estimated uncertainty ±1.986873203 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.
55.999169 ft · estimated uncertainty ±1.986873203 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.
-48.641182 ft · estimated uncertainty ±1.986070674 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.
55.935538 ft · estimated uncertainty ±1.986070674 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.
-33.714114 ft · estimated uncertainty ±1.985293524 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.
55.811411 ft · estimated uncertainty ±1.985293524 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.
-20.593993 ft · estimated uncertainty ±1.984550718 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.
55.719828 ft · estimated uncertainty ±1.984550718 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.
-6.639174 ft · estimated uncertainty ±1.983561234 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.
55.718116 ft · estimated uncertainty ±1.983561234 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.
7.113707 ft · estimated uncertainty ±1.982569413 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.
55.710049 ft · estimated uncertainty ±1.982569413 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.
20.809317 ft · estimated uncertainty ±1.981426528 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.
55.773954 ft · estimated uncertainty ±1.981426528 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.
33.680979 ft · estimated uncertainty ±1.994286254 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.
55.969967 ft · estimated uncertainty ±1.994286254 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.
48.401269 ft · estimated uncertainty ±2.013766985 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.
55.901452 ft · estimated uncertainty ±2.013766985 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.
62.764703 ft · estimated uncertainty ±2.032795332 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.
55.898747 ft · estimated uncertainty ±2.032795332 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.
78.221757 ft · estimated uncertainty ±2.052912159 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.
56.145755 ft · estimated uncertainty ±2.052912159 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.
-78.756511 ft · estimated uncertainty ±1.948151562 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.
78.158122 ft · estimated uncertainty ±1.948151562 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.
-62.649645 ft · estimated uncertainty ±1.94659174 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.
78.519648 ft · estimated uncertainty ±1.94659174 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.
-48.490584 ft · estimated uncertainty ±1.945205163 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.
78.828468 ft · estimated uncertainty ±1.945205163 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.
-33.679857 ft · estimated uncertainty ±1.94472429 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.
78.586835 ft · estimated uncertainty ±1.94472429 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.
-20.701632 ft · estimated uncertainty ±1.944169442 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.
78.434013 ft · estimated uncertainty ±1.944169442 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.
-6.829033 ft · estimated uncertainty ±1.94311377 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.
78.515932 ft · estimated uncertainty ±1.94311377 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.
7.067727 ft · estimated uncertainty ±1.942283394 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.
78.45292 ft · estimated uncertainty ±1.942283394 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.