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The measured building.

Every dimension belongs to an object and a drawing. Original room numbers, object marks, printed values and source regions stay together—even when the answer is unresolved.

Source photographs: 464
Identified objects: 4872
Verified printed values: 12046
Disputed values: 20

464 of 464 photographs have extraction records, containing 27,517 properties. Initial image review is not exhaustive extraction: 0 photographs have passed the full-region check. 66 numbered sheets are reconciled. Modeling and architectural registration are separate work; these counts do not establish a complete building.

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IMG_1318 · Folder 186

6th Floor Framing Plan

Sheet W404

Extraction: Reviewed · extraction partial. Partial: floor controls and first-floor perimeter frame; not a complete member or connection schedule. W401 Main perimeter beam bands, supports85–96: all visible inner and outer beam labels inventoried. W404 Main perimeter beam band, supports85–96: all visible line/pair/end-beam tags inventoried, with one end-pair profile unresolved. W401 central court/workroom roof: three identifiable members46–49 plus local dimensions; other roof members and girders are not complete. W401 light-court sections: low/high roof levels and special4-foot offset only. W404 central court boundaries and floor notes: topology and general layer notes; wall angles/channels remain incompletely extracted. W404 outside-wall sections: two location-specific stone-face offsets, not full assembly transcription. Bounded outside-wall sectional face offsets only. Bounded wall-section sufficiency audit for the fourth-floor middle Broadway span family. W404 support 88–89 physical beam gate; member profile/connection remains open. W404 support 88–89 physical beam gate; member profile/connection remains open. W404 support 88–89 physical beam gate; member profile/connection remains open. W404 support 88–89 physical beam gate; member profile/connection remains open. W404 support 88–89 physical beam gate; member profile/connection remains open. W404 support 88–89 physical beam gate; member profile/connection remains open. W404 support 88–89 physical beam gate; member profile/connection remains open. W404 support 88–89 physical beam gate; member profile/connection remains open. W404 support 88–89 physical beam gate; member profile/connection remains open. W404 support 88–89 physical beam gate; member profile/connection remains open. W404 support 88–89 physical beam gate; member profile/connection remains open. W404 support 88–89 physical beam gate; member profile/connection remains open. W404 support 88–89 physical beam gate; member profile/connection remains open. W404 support 88–89 physical beam gate; member profile/connection remains open. W404 support 88–89 physical beam gate; member profile/connection remains open. W404 support 88–89 physical beam gate; member profile/connection remains open. W404 support 88–89 physical beam gate; member profile/connection remains open. W404 support 88–89 physical beam gate; member profile/connection remains open. W404 support 88–89 physical beam gate; member profile/connection remains open. W404 support 88–89 physical beam gate; member profile/connection remains open. W404 support 88–89 physical beam gate; member profile/connection remains open. Partial timed visual review: Bounded source-reading review only; no full-source or geometry acceptance. Partial timed visual review: Existing Main strip member inventory, end pairs, floor and outside-wall controls reused. Partial timed visual review: Targeted source detail only. Master orientation recorded independently from access derivatives. Region bounds are crop locators, not physical geometry. Partial timed visual review: undefined Partial timed visual review: undefined Partial timed visual review: undefined

Unresolved extraction work

External elevation datum / benchmark is not established in this set.
Only three absolute floor levels are directly printed and verified here: first93.25,second114.25,sixth160.25. Basement and floors3–5,7–8 are schedule-derived arithmetic, with explicit provenance.
Schedule-derived seventh173.75 may be a raised/interior region. The parallel envelope extraction reports171.75 on another sheet. Do not collapse these into one seventh-floor level until regional geometry is reconciled.
The parallel foundation extraction reports a boiler floor77.75; schedule basement80.25 must not override a local lowered floor.
Roof high point195.42 is not sufficient to establish roof slopes, low points, parapets, penthouses or eave heights.
Steel tags are offsets from floor datums; a single flat steel surface for each story is not supported. Other-story steel top elevations require their own framing sheets.
Interior column coordinates and continuation by floor are not exhaustively transcribed. This extraction includes42 perimeter columns only.
Photograph perspective is not rectified. Normalized regions are approximate retrieval aids only.
Interior offset row C16–C21 depth and light-court wall faces need explicit architectural/framing dimensions; do not derive their dimensions from apparent photograph spacing.
Column schedule describes historic design intent. These drawings alone do not establish as-built or later altered conditions.
Resolve W40495–96 paired-member profile symbol before selecting section geometry.
Register W401 and W404 independently to known columns before tracing physical boundaries.
Complete all interior member/support identities and remaining member marks; this is not a whole-floor beam inventory.
Resolve transverse beam offsets, section dimensions, connection locations and plate extents.
Inspect W401 plate girders and trusses on Sh.410; lookout-gallery hangers on Sh.208; skylight/workroom and slab details on Sh.413.
Inspect W404 light-court wall beams on Sh.402 and outside-wall sections on Sh.403.
Extract all actual slab-edge, shaft and stair opening geometry and regional slab exceptions.
Verify the inferred pounds-per-foot interpretation against an authoritative project section schedule or details.
Coordinate foundations, columns and vertical continuation; do not propagate a footing position into every floor.
Run the shared reconstruction register and tests after the reviewed adapter is integrated; no completeness acceptance is implied.
Remaining details and notes
Vertical stone-face continuation and local projections
Full wall construction thickness
Architectural reveal/window sections
wall.interiorBoundaryFace: missing
wall.overallExteriorToInteriorThickness: missing
wall.stoneLayerThickness: missing
wall.stoneTypeAndFinish: missing
wall.bedMortarCavityOrAttachmentLayer: missing
wall.backingMaterialAndThickness: missing
wall.interiorSubstrateAndFinishLayers: missing
wall.layerInterfaces: missing
wall.verticalExtentOfSectionAssemblyAtLevel4: missing
wall.continuousBayConditionAwayFromFloorBeamEncasement: missing
wall.specificBayOrRoomApplicability: missing-for-placement
Applicable section or section schedule establishing exact I-profile flange width and actual depth for the 10" I @ 25.4 member
Dimension or defensible cross-sheet control for the 88–89 beam centerline offset from its numbered support axis
Member-specific end bearing, cutback, plate and connection detail at columns 88 and 89
Check revisions and companion outside-wall sections before physical authoring
Physical load units and endpoints remain unresolved; verified numeral glyphs are not structural reactions or loads.
Plate/member fractions and suffixes remain too soft for reliable transcription in the final native crop. framingcells1013m-img1318-002-plate_member_notation remains open.
Earlier load numerals remain preserved; no load-value withdrawal, confirmation or physical unit conversion proposed.
Complete source-to-instance registration, physical endpoints and installed quantities remain unresolved.
Unreviewed sheet regions, fine notes, schedules, companion applicability and revision authority remain open.
No world coordinates, member cut lengths, steel grades, physical wall geometry or architectural acceptance established.
All remaining small dimension chains and endpoint classifications
Complete profiles, quantities and installation registration
Companion details and original/revision reconciliation
Independent geometry/model check and as-built correspondence
Remaining dimension endpoints and layer/material assignments not yet reviewed
Installed instances, quantities and plan/elevation registration unresolved
Companion details and revisions require reconciliation
Independent model/as-built checks unavailable in this extraction
Load unit remains unestablished in the crop; no pounds or other physical force unit assigned.
Plate/member line fractions, attachment offsets and historical load-support assignment remain unreadable/unreviewed.
Other sheet regions, fine notes, schedules, callouts and revisions remain unreviewed.
Complete source-to-instance registration, connection capacities, material grades and independent model/as-built checks remain pending.
Installed angle quantities and individual bay lengths not extracted
Material specification and fastening not established by these notes
Remaining framing marks, schedules, revisions and companion slab sheet W-413 require review
Source-to-model and as-built checks remain pending
Load-unit failures reused; no same-resolution load-unit retry. Paired 95–96 section glyph remains illegible after a bounded source-local crop; no profile selected.
Plate extents, physical beam cut lengths, connection transforms and linear-weight unit remain unresolved.
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.

Download OCR observations (unverified)

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

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214 matching properties

Printed values, calculations, image traces and observed counts are different kinds of evidence. “Verified” applies to the specific reading—not to the whole room or model.

detail-img1318-inside-beam-load-detailneeds-review · printed

third_point_load

18660

Digits legible in detail but load units, reaction convention and exact support/load endpoints unresolved. Numeric value deliberately null until unit/scope verification; do not use for structural calculation.

IMG_1318 · W-404 · Locate on drawing ↗

Drawing notation: 18660

detail-img1318-inside-beam-load-detailneeds-review · printed

fourth_point_load

14670

IMG_1318 · W-404 · Locate on drawing ↗

Drawing notation: 14670

detail-img1318-inside-beam-load-detailunreviewed · printed

load_unit

[unit not printed/readable in inspected detail]

Printed detail-local property; installation assignment and physical endpoint registration remain unresolved.

IMG_1318 · W-404 · Locate on drawing ↗

Drawing notation: [unit not printed/readable in inspected detail]

Printed detail-local property; installation assignment and physical endpoint registration remain unresolved.

detail-img1318-inside-beam-load-detailunreviewed · printed

load_unit_reinspection

[no physical load unit established in this crop]

Numeric value unresolved

Load-label numerals are retained in earlier IDs; their physical unit remains open.

IMG_1318 · W-404 · Locate on drawing ↗

Drawing notation: [no physical load unit established in this crop]

Load-label numerals are retained in earlier IDs; their physical unit remains open.

detail-img1318-inside-beam-load-detailillegible · printed

plate_member_notation

[plate/member fractions and suffixes not safely readable]

Fine local plate/member line needs a targeted enlarged crop or fabrication companion; no nominal designation promoted to physical profile.

IMG_1318 · W-404 · Locate on drawing ↗

Drawing notation: [plate/member fractions and suffixes not safely readable]

Fine local plate/member line needs a targeted enlarged crop or fabrication companion; no nominal designation promoted to physical profile.

structnote-img1318-floor-note-assemblyverified · printed

angle_leg_1

ALL 7 × 3½ × ⅜ L's FULL LENGTH OF EACH BAY

7 in

Section property of angles covered by note; actual installed member instances unresolved.

IMG_1318 · W-404 · Locate on drawing ↗

Drawing notation: ALL 7 × 3½ × ⅜ L's FULL LENGTH OF EACH BAY

Section property of angles covered by note; actual installed member instances unresolved.

structnote-img1318-floor-note-assemblyverified · printed

angle_leg_2

ALL 7 × 3½ × ⅜ L's FULL LENGTH OF EACH BAY

3.5 in

Second leg of angle section.

IMG_1318 · W-404 · Locate on drawing ↗

Drawing notation: ALL 7 × 3½ × ⅜ L's FULL LENGTH OF EACH BAY

Second leg of angle section.

structnote-img1318-floor-note-assemblyverified · printed

angle_thickness

ALL 7 × 3½ × ⅜ L's FULL LENGTH OF EACH BAY

0.375 in

Printed section fraction read from master crop; OCR not used as measurement.

IMG_1318 · W-404 · Locate on drawing ↗

Drawing notation: ALL 7 × 3½ × ⅜ L's FULL LENGTH OF EACH BAY

Printed section fraction read from master crop; OCR not used as measurement.

structnote-img1318-floor-note-assemblyverified · printed

angle_continuity_requirement

FULL LENGTH OF EACH BAY

Requirement applies to specified angle family; does not establish numerical bay length.

IMG_1318 · W-404 · Locate on drawing ↗

Drawing notation: FULL LENGTH OF EACH BAY

Requirement applies to specified angle family; does not establish numerical bay length.

structnote-img1318-floor-note-assemblyverified · printed

floor_fill_thickness

FLOOR FILL 4″

4 in

Printed general floor-fill requirement; exceptions and finishes not transferred to room geometry.

IMG_1318 · W-404 · Locate on drawing ↗

Drawing notation: FLOOR FILL 4″

Printed general floor-fill requirement; exceptions and finishes not transferred to room geometry.

structnote-img1318-floor-note-assemblyverified · printed

lower_slab_thickness

LOWER SLAB 3½″

3.5 in

Explicit lower-slab note.

IMG_1318 · W-404 · Locate on drawing ↗

Drawing notation: LOWER SLAB 3½″

Explicit lower-slab note.

structnote-img1318-floor-note-assemblyverified · printed

thickness_exception

EXCEPT AS NOTED

Exception modifies floor fill and lower slab requirements; exceptions not exhaustively located.

IMG_1318 · W-404 · Locate on drawing ↗

Drawing notation: EXCEPT AS NOTED

Exception modifies floor fill and lower slab requirements; exceptions not exhaustively located.

structnote-img1318-floor-note-assemblyverified · printed

steel_elevation_reference_face

ELEVATIONS OF STEEL SHOWN THUS [illustrative offset] ARE TO TOP OF STEEL

Illustrative (-5″) symbol demonstrates convention; not assigned to any individual member.

IMG_1318 · W-404 · Locate on drawing ↗

Drawing notation: ELEVATIONS OF STEEL SHOWN THUS [illustrative offset] ARE TO TOP OF STEEL

Illustrative (-5″) symbol demonstrates convention; not assigned to any individual member.

structnote-img1318-floor-note-assemblyverified · printed

slab_companion_reference

FOR DETAILS OF SLABS SEE SH No 413

W403 notation plural; W404 prints FOR SLAB DETAILS SEE SH No 413; companion not reviewed.

IMG_1318 · W-404 · Locate on drawing ↗

Drawing notation: FOR DETAILS OF SLABS SEE SH No 413

W403 notation plural; W404 prints FOR SLAB DETAILS SEE SH No 413; companion not reviewed.

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