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. W407 companion roof framing note: printed 3-inch slab and top-of-steel reference to roof high point 195.42; no accepted field placement. 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: Selected remaining printed structural regions only; source-local detail/schedule records establish no accepted physical geometry. Partial timed visual review: Source-local schedule, fabrication or connection evidence only; no installed geometry or architectural acceptance. Partial timed visual review: undefined Partial timed visual review: undefined
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Scroll or pinch to inspect this drawing. 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.
3 in
Independent legible W407 note; source-level slab thickness only. Keep IMG_1327 candidate separate. Covering thickness and field-specific applicability are not established.
Drawing notation: ROOF SLAB 3″
Printed reference classification; no beam-specific elevations or roof surface geometry supplied by this record.
Drawing notation: BEAM ELEVATIONS ARE TO TOP OF STEEL
195.42 ft
Printed elevation reference. It is not a whole-roof plane or a derived underside; W11 field registration remains unresolved.
Drawing notation: RELATIVE TO HIGH POINT OF ROOF ELEVATION 195.42
W407 roof plan and W11 are companion evidence, but exact correspondence of slab perimeter, cuts, elevation facets and particular field is not accepted.
Drawing notation: ROOF SLAB 3″; NOTE: BEAM ELEVATIONS ARE TO TOP OF STEEL AND ARE RELATIVE TO HIGH POINT OF ROOF ELEVATION 195.42
Literal detail-local angle designation resolves prior fraction-only gap; no rolled profile assignment.
Drawing notation: 7″ × 3½″ × ⅜″ L
Literal detail-local angle designation resolves prior fraction-only gap; no rolled profile assignment.
Calculated from: struct-gap-20261012k-1321-m039
3 ft
Printed fill/fastener point spacing for 13,14 and15 foot section. Apostrophe, -0 and double-quote distinguish feet from prior 3 in reading.
Drawing notation: 3′-0″ O.C. TWO RIVETS AT EA. POINT
Printed fill/fastener point spacing for 13,14 and15 foot section. Apostrophe, -0 and double-quote distinguish feet from prior 3 in reading.
Conflicting readings: struct-gap-20261012k-1321-m035
3 ft
Printed fill/fastener point spacing for21foot section; no building coordinate.
Drawing notation: 3′-0″ O.C. TWO RIVETS AT EA. POINT
Printed fill/fastener point spacing for21foot section; no building coordinate.
Conflicting readings: struct-gap-20261012k-1321-m041
W407 schedule15′-0″ row, Beam B cell only. Resolves @33 literal glyph in same original cell; @ suffix unit and explicit nominal-depth unit not independently established, no schedule-row placement.
Drawing notation: 9 I @33
W407 schedule15′-0″ row, Beam B cell only. Resolves @33 literal glyph in same original cell; @ suffix unit and explicit nominal-depth unit not independently established, no schedule-row placement.
13 ft
Printed local annotation; registration and applicability remain unaccepted.
Drawing notation: 13′-0″
Printed local annotation; registration and applicability remain unaccepted.
I-section glyph normalized as I; section weight and grouped-count uncertainties retained literally. No individual installed beam identity established.
Drawing notation: 10 I @25.4
I-section glyph normalized as I; section weight and grouped-count uncertainties retained literally. No individual installed beam identity established.
I-section glyph normalized as I; section weight and grouped-count uncertainties retained literally. No individual installed beam identity established.
Drawing notation: 9 I @21
I-section glyph normalized as I; section weight and grouped-count uncertainties retained literally. No individual installed beam identity established.
I-section glyph normalized as I; section weight and grouped-count uncertainties retained literally. No individual installed beam identity established.
Drawing notation: 9 I @21
I-section glyph normalized as I; section weight and grouped-count uncertainties retained literally. No individual installed beam identity established.
I-section glyph normalized as I; section weight and grouped-count uncertainties retained literally. No individual installed beam identity established.
Drawing notation: 6 I @18.4
I-section glyph normalized as I; section weight and grouped-count uncertainties retained literally. No individual installed beam identity established.
10 in
Printed local annotation; registration and applicability remain unaccepted.
Drawing notation: 10 I @25.4
Printed local annotation; registration and applicability remain unaccepted.
25.4 lb/ft
Schedule numbers legible; linear-weight interpretation follows steel-section notation and requires schedule cross-check.
Drawing notation: 10 I @25.4
Schedule numbers legible; linear-weight interpretation follows steel-section notation and requires schedule cross-check.
9 in
Printed local annotation; registration and applicability remain unaccepted.
Drawing notation: 9 I @21
Printed local annotation; registration and applicability remain unaccepted.
21 lb/ft
Schedule numbers legible; linear-weight interpretation follows steel-section notation and requires schedule cross-check.
Drawing notation: 9 I @21
Schedule numbers legible; linear-weight interpretation follows steel-section notation and requires schedule cross-check.
9 in
Printed local annotation; registration and applicability remain unaccepted.
Drawing notation: 9 I @21
Printed local annotation; registration and applicability remain unaccepted.
21 lb/ft
Schedule numbers legible; linear-weight interpretation follows steel-section notation and requires schedule cross-check.
Drawing notation: 9 I @21
Schedule numbers legible; linear-weight interpretation follows steel-section notation and requires schedule cross-check.
6 in
Printed local annotation; registration and applicability remain unaccepted.
Drawing notation: 6 I @18.4
Printed local annotation; registration and applicability remain unaccepted.
18.4 lb/ft
Schedule numbers legible; linear-weight interpretation follows steel-section notation and requires schedule cross-check.
Drawing notation: 6 I @18.4
Schedule numbers legible; linear-weight interpretation follows steel-section notation and requires schedule cross-check.
14 ft
Printed local annotation; registration and applicability remain unaccepted.
Drawing notation: 14′-0″
Printed local annotation; registration and applicability remain unaccepted.
Printed ditto preserved without propagating section sizes; row and beam inheritance require reconciliation.
Drawing notation: ditto
Printed ditto preserved without propagating section sizes; row and beam inheritance require reconciliation.
I-section glyph normalized as I; section weight and grouped-count uncertainties retained literally. No individual installed beam identity established.
Drawing notation: 9 I @30
I-section glyph normalized as I; section weight and grouped-count uncertainties retained literally. No individual installed beam identity established.
Printed ditto preserved without propagating section sizes; row and beam inheritance require reconciliation.
Drawing notation: ditto
Printed ditto preserved without propagating section sizes; row and beam inheritance require reconciliation.
Printed ditto preserved without propagating section sizes; row and beam inheritance require reconciliation.
Drawing notation: ditto
Printed ditto preserved without propagating section sizes; row and beam inheritance require reconciliation.
15 ft
Printed local annotation; registration and applicability remain unaccepted.
Drawing notation: 15′-0″
Printed local annotation; registration and applicability remain unaccepted.
Printed ditto preserved without propagating section sizes; row and beam inheritance require reconciliation.
Drawing notation: ditto
Printed ditto preserved without propagating section sizes; row and beam inheritance require reconciliation.
I-section glyph normalized as I; section weight and grouped-count uncertainties retained literally. No individual installed beam identity established.
Drawing notation: 9 I @[33?]
I-section glyph normalized as I; section weight and grouped-count uncertainties retained literally. No individual installed beam identity established.
Printed ditto preserved without propagating section sizes; row and beam inheritance require reconciliation.
Drawing notation: ditto
Printed ditto preserved without propagating section sizes; row and beam inheritance require reconciliation.
Printed ditto preserved without propagating section sizes; row and beam inheritance require reconciliation.
Drawing notation: ditto
Printed ditto preserved without propagating section sizes; row and beam inheritance require reconciliation.
15.583333 ft
Printed local annotation; registration and applicability remain unaccepted.
Drawing notation: 15′-7″
Printed local annotation; registration and applicability remain unaccepted.
I-section glyph normalized as I; section weight and grouped-count uncertainties retained literally. No individual installed beam identity established.
Drawing notation: 2 12 I @[20.7?]
I-section glyph normalized as I; section weight and grouped-count uncertainties retained literally. No individual installed beam identity established.
Printed ditto preserved without propagating section sizes; row and beam inheritance require reconciliation.
Drawing notation: ditto
Printed ditto preserved without propagating section sizes; row and beam inheritance require reconciliation.
Printed ditto preserved without propagating section sizes; row and beam inheritance require reconciliation.
Drawing notation: ditto
Printed ditto preserved without propagating section sizes; row and beam inheritance require reconciliation.
Printed ditto preserved without propagating section sizes; row and beam inheritance require reconciliation.
Drawing notation: ditto
Printed ditto preserved without propagating section sizes; row and beam inheritance require reconciliation.
22.583333 ft
Printed local annotation; registration and applicability remain unaccepted.
Drawing notation: 22′-7″
Printed local annotation; registration and applicability remain unaccepted.
Printed ditto preserved without propagating section sizes; row and beam inheritance require reconciliation.
Drawing notation: ditto
Printed ditto preserved without propagating section sizes; row and beam inheritance require reconciliation.
I-section glyph normalized as I; section weight and grouped-count uncertainties retained literally. No individual installed beam identity established.
Drawing notation: 15 I @[42.9?]
I-section glyph normalized as I; section weight and grouped-count uncertainties retained literally. No individual installed beam identity established.
I-section glyph normalized as I; section weight and grouped-count uncertainties retained literally. No individual installed beam identity established.
Drawing notation: 12 I @[40.8?]
I-section glyph normalized as I; section weight and grouped-count uncertainties retained literally. No individual installed beam identity established.