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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_1329 · Folder 186

DETAILS OF FRAMING FOR FRONT ENTRANCE STEPS

Sheet W415

Extraction: Reviewed · extraction partial. targeted regions only; front-entrance framing plan P1 mark; concrete slab schedule P1 row; six-inch ground-slab note; sheet title block. Partial timed visual review: 2026-10-11 remaining-region review. Prior queue, OCR and packages reused; ten sequential inspections total, confined to IMG_1329/1334/1336/1337. Normalized regions in unrotated complete-upright WebP. Research only; no accepted geometry or complete extraction. Partial timed visual review: Additive source-local review; normalized coordinates in unrotated 2200×1650 access WebP. Reuse previous verified records; no accepted geometry or complete extraction. Partial timed visual review: undefined Partial timed visual review: Bounded additive source review. Printed schedule quantities and source-local apparatus detail dimensions do not establish installed building geometry. Partial timed visual review: Selected general notes only; normalized region in unrotated 2200×1650 derivative. Existing verified readings reused without retranscription. 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

Unresolved extraction work
  • other structural schedules
  • unrelated wall/footing details
  • full plan dimension and reinforcement audit
  • Remaining individual dimensions, service/member instances, schedules, material and connection details require source review.
  • Original/revised annotation authority and companion registrations remain unresolved.
  • Architectural geometry and installed quantities are not established by service underlays.
  • Remaining individual dimensions, service instances, fine callouts and routes require source review.
  • Original/revised annotations, companion sheets and installed registration unresolved.
  • Architectural geometry and installed quantities are not established; model unchecked.
  • Beam width/depth numbers and stirrup sequence units remain unlabeled in this table; no unit guessed.
  • Beam straight/bent/top rod fractions remain too soft for a fully verified row-by-row transcription.
  • Table quantities are type components, not building-wide installed quantities.
  • 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.
  • Full source-to-building registration, installed quantities and as-built correspondence remain unresolved.
  • Complete notes, schedules, callouts, margins and colored revision authority outside listed regions await review.
  • Extraction remains partial; modeling/checking unchecked. No irrecoverable evidence conclusion.
  • Full concrete beam/slab schedule row extraction
  • Companion details, revisions and member assignments
  • Complete source-to-plan registration and installed-instance applicability remain unresolved.
  • Unreviewed sheet regions, notes, callouts, schedules and revision authority remain open.
  • Material grades, full profiles, connection capacities and independent modeling checks unresolved.
  • 1/5 clear-span top bend and3/4 effective-depth separation close four repeated null clause questions only.
  • Unlabeled beam width/depth and stirrup-sequence units remain unknown; type-component counts do not establish installed quantities.
  • 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.
  • Beam WIDTH/DEPTH header still has no independently established physical unit. Adjacent slab DEPTH inch marks are in a different table and do not authorize beam units.
  • No dimensional closure from repeated unitless numeric glyphs; all beam width/depth unit questions remain open.
  • 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)

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

Open source image separately ↗

105 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.

structsched1013g-img1329-beam-schedule-b7unreviewed · printed

scheduled_width_numeric

12

Numeric value unresolved

Front entrance-step concrete beam schedule row B7; no installed beam inventory or world geometry. WIDTH/DEPTH cells have no unit printed in inspected header. Unit must be verified before a numeric length is normalized.

IMG_1329 · W-415 · Locate on drawing ↗

Drawing notation: 12

Front entrance-step concrete beam schedule row B7; no installed beam inventory or world geometry. WIDTH/DEPTH cells have no unit printed in inspected header. Unit must be verified before a numeric length is normalized.

structsched1013g-img1329-beam-schedule-b7unreviewed · printed

scheduled_depth_numeric

30

Numeric value unresolved

Front entrance-step concrete beam schedule row B7; no installed beam inventory or world geometry. WIDTH/DEPTH cells have no unit printed in inspected header. Unit must be verified before a numeric length is normalized.

IMG_1329 · W-415 · Locate on drawing ↗

Drawing notation: 30

Front entrance-step concrete beam schedule row B7; no installed beam inventory or world geometry. WIDTH/DEPTH cells have no unit printed in inspected header. Unit must be verified before a numeric length is normalized.

structsched1013g-img1329-beam-schedule-b7verified · printed

straight_rod_quantity

2 - [rod fraction unresolved] φ

2 count

Type-component quantity in B7 STR.RODS cell only; nominal rod fraction, physical size and installed count remain separate.

IMG_1329 · W-415 · Locate on drawing ↗

Drawing notation: 2 - [rod fraction unresolved] φ

Type-component quantity in B7 STR.RODS cell only; nominal rod fraction, physical size and installed count remain separate.

structsched1013g-img1329-beam-schedule-b8verified · printed

scheduled_width_notation

12

Front entrance-step concrete beam schedule row B8; no installed beam inventory or world geometry. WIDTH/DEPTH cells have no unit printed in inspected header.

IMG_1329 · W-415 · Locate on drawing ↗

Drawing notation: 12

Front entrance-step concrete beam schedule row B8; no installed beam inventory or world geometry. WIDTH/DEPTH cells have no unit printed in inspected header.

structsched1013g-img1329-beam-schedule-b8verified · printed

scheduled_depth_notation

30

Front entrance-step concrete beam schedule row B8; no installed beam inventory or world geometry. WIDTH/DEPTH cells have no unit printed in inspected header.

IMG_1329 · W-415 · Locate on drawing ↗

Drawing notation: 30

Front entrance-step concrete beam schedule row B8; no installed beam inventory or world geometry. WIDTH/DEPTH cells have no unit printed in inspected header.

structsched1013g-img1329-beam-schedule-b8unreviewed · printed

scheduled_width_numeric

12

Numeric value unresolved

Front entrance-step concrete beam schedule row B8; no installed beam inventory or world geometry. WIDTH/DEPTH cells have no unit printed in inspected header. Unit must be verified before a numeric length is normalized.

IMG_1329 · W-415 · Locate on drawing ↗

Drawing notation: 12

Front entrance-step concrete beam schedule row B8; no installed beam inventory or world geometry. WIDTH/DEPTH cells have no unit printed in inspected header. Unit must be verified before a numeric length is normalized.

structsched1013g-img1329-beam-schedule-b8unreviewed · printed

scheduled_depth_numeric

30

Numeric value unresolved

Front entrance-step concrete beam schedule row B8; no installed beam inventory or world geometry. WIDTH/DEPTH cells have no unit printed in inspected header. Unit must be verified before a numeric length is normalized.

IMG_1329 · W-415 · Locate on drawing ↗

Drawing notation: 30

Front entrance-step concrete beam schedule row B8; no installed beam inventory or world geometry. WIDTH/DEPTH cells have no unit printed in inspected header. Unit must be verified before a numeric length is normalized.

structsched1013g-img1329-beam-schedule-b8verified · printed

straight_rod_quantity

2 - [rod fraction unresolved] φ

2 count

Type-component quantity in B8 STR.RODS cell only; nominal rod fraction, physical size and installed count remain separate.

IMG_1329 · W-415 · Locate on drawing ↗

Drawing notation: 2 - [rod fraction unresolved] φ

Type-component quantity in B8 STR.RODS cell only; nominal rod fraction, physical size and installed count remain separate.

structsched1013g-img1329-beam-schedule-b8verified · printed

stirrup_omission

NONE

B8 STIRRUPS spacing cell prints NONE; no universal omission.

IMG_1329 · W-415 · Locate on drawing ↗

Drawing notation: NONE

B8 STIRRUPS spacing cell prints NONE; no universal omission.

structsched1013g-img1329-beam-schedule-b9verified · printed

scheduled_width_notation

12

Front entrance-step concrete beam schedule row B9; no installed beam inventory or world geometry. WIDTH/DEPTH cells have no unit printed in inspected header.

IMG_1329 · W-415 · Locate on drawing ↗

Drawing notation: 12

Front entrance-step concrete beam schedule row B9; no installed beam inventory or world geometry. WIDTH/DEPTH cells have no unit printed in inspected header.

structsched1013g-img1329-beam-schedule-b9verified · printed

scheduled_depth_notation

30

Front entrance-step concrete beam schedule row B9; no installed beam inventory or world geometry. WIDTH/DEPTH cells have no unit printed in inspected header.

IMG_1329 · W-415 · Locate on drawing ↗

Drawing notation: 30

Front entrance-step concrete beam schedule row B9; no installed beam inventory or world geometry. WIDTH/DEPTH cells have no unit printed in inspected header.

structsched1013g-img1329-beam-schedule-b9unreviewed · printed

scheduled_width_numeric

12

Numeric value unresolved

Front entrance-step concrete beam schedule row B9; no installed beam inventory or world geometry. WIDTH/DEPTH cells have no unit printed in inspected header. Unit must be verified before a numeric length is normalized.

IMG_1329 · W-415 · Locate on drawing ↗

Drawing notation: 12

Front entrance-step concrete beam schedule row B9; no installed beam inventory or world geometry. WIDTH/DEPTH cells have no unit printed in inspected header. Unit must be verified before a numeric length is normalized.

structsched1013g-img1329-beam-schedule-b9unreviewed · printed

scheduled_depth_numeric

30

Numeric value unresolved

Front entrance-step concrete beam schedule row B9; no installed beam inventory or world geometry. WIDTH/DEPTH cells have no unit printed in inspected header. Unit must be verified before a numeric length is normalized.

IMG_1329 · W-415 · Locate on drawing ↗

Drawing notation: 30

Front entrance-step concrete beam schedule row B9; no installed beam inventory or world geometry. WIDTH/DEPTH cells have no unit printed in inspected header. Unit must be verified before a numeric length is normalized.

structsched1013g-img1329-beam-schedule-b9verified · printed

straight_rod_quantity

3 - [rod fraction unresolved] φ

3 count

Type-component quantity in B9 STR.RODS cell only; nominal rod fraction, physical size and installed count remain separate.

IMG_1329 · W-415 · Locate on drawing ↗

Drawing notation: 3 - [rod fraction unresolved] φ

Type-component quantity in B9 STR.RODS cell only; nominal rod fraction, physical size and installed count remain separate.

structsched1013g-img1329-beam-schedule-b10verified · printed

scheduled_width_notation

12

Front entrance-step concrete beam schedule row B10; no installed beam inventory or world geometry. WIDTH/DEPTH cells have no unit printed in inspected header.

IMG_1329 · W-415 · Locate on drawing ↗

Drawing notation: 12

Front entrance-step concrete beam schedule row B10; no installed beam inventory or world geometry. WIDTH/DEPTH cells have no unit printed in inspected header.

structsched1013g-img1329-beam-schedule-b10verified · printed

scheduled_depth_notation

36

Front entrance-step concrete beam schedule row B10; no installed beam inventory or world geometry. WIDTH/DEPTH cells have no unit printed in inspected header.

IMG_1329 · W-415 · Locate on drawing ↗

Drawing notation: 36

Front entrance-step concrete beam schedule row B10; no installed beam inventory or world geometry. WIDTH/DEPTH cells have no unit printed in inspected header.

structsched1013g-img1329-beam-schedule-b10unreviewed · printed

scheduled_width_numeric

12

Numeric value unresolved

Front entrance-step concrete beam schedule row B10; no installed beam inventory or world geometry. WIDTH/DEPTH cells have no unit printed in inspected header. Unit must be verified before a numeric length is normalized.

IMG_1329 · W-415 · Locate on drawing ↗

Drawing notation: 12

Front entrance-step concrete beam schedule row B10; no installed beam inventory or world geometry. WIDTH/DEPTH cells have no unit printed in inspected header. Unit must be verified before a numeric length is normalized.

structsched1013g-img1329-beam-schedule-b10unreviewed · printed

scheduled_depth_numeric

36

Numeric value unresolved

Front entrance-step concrete beam schedule row B10; no installed beam inventory or world geometry. WIDTH/DEPTH cells have no unit printed in inspected header. Unit must be verified before a numeric length is normalized.

IMG_1329 · W-415 · Locate on drawing ↗

Drawing notation: 36

Front entrance-step concrete beam schedule row B10; no installed beam inventory or world geometry. WIDTH/DEPTH cells have no unit printed in inspected header. Unit must be verified before a numeric length is normalized.

structsched1013g-img1329-beam-schedule-b10verified · printed

straight_rod_quantity

3 - [rod fraction unresolved] φ

3 count

Type-component quantity in B10 STR.RODS cell only; nominal rod fraction, physical size and installed count remain separate.

IMG_1329 · W-415 · Locate on drawing ↗

Drawing notation: 3 - [rod fraction unresolved] φ

Type-component quantity in B10 STR.RODS cell only; nominal rod fraction, physical size and installed count remain separate.

structsched1013g-img1329-beam-schedule-b10verified · printed

stirrup_omission

NONE

B10 STIRRUPS spacing cell prints NONE; no universal omission.

IMG_1329 · W-415 · Locate on drawing ↗

Drawing notation: NONE

B10 STIRRUPS spacing cell prints NONE; no universal omission.

structsched1013g-img1329-beam-schedule-b10verified · printed

top_rods_notation

[blank]

B10 TOP RODS cell visibly blank in inspected crop; not evidence of a general no-top-rods construction rule.

IMG_1329 · W-415 · Locate on drawing ↗

Drawing notation: [blank]

B10 TOP RODS cell visibly blank in inspected crop; not evidence of a general no-top-rods construction rule.

main-north-entrance-w415-p1-page-left-slabverified · printed

reinforcement_rod_notation

⅜ φ 6″ O.C.

Concrete slab schedule P1 RODS cell; bar type/profile and complete anchorage remain unaccepted.

IMG_1329 · W-415 · Locate on drawing ↗

Drawing notation: ⅜ φ 6″ O.C.

Concrete slab schedule P1 RODS cell; bar type/profile and complete anchorage remain unaccepted.

main-north-entrance-w415-p1-page-left-slabverified · printed

reinforcement_rod_spacing

6″ O.C.

6 in

P1 slab schedule source-level rod spacing only; installed field and world boundaries unresolved.

IMG_1329 · W-415 · Locate on drawing ↗

Drawing notation: 6″ O.C.

P1 slab schedule source-level rod spacing only; installed field and world boundaries unresolved.

detail-w415-front-step-slab-p2-1329verified · printed

reinforcement_rod_notation

⅜ φ 6″ O.C.

Concrete slab schedule P2 RODS cell; bar type/profile and complete anchorage remain unaccepted.

IMG_1329 · W-415 · Locate on drawing ↗

Drawing notation: ⅜ φ 6″ O.C.

Concrete slab schedule P2 RODS cell; bar type/profile and complete anchorage remain unaccepted.

detail-w415-front-step-slab-p2-1329verified · printed

reinforcement_rod_spacing

6″ O.C.

6 in

P2 slab schedule source-level rod spacing only; installed field and world boundaries unresolved.

IMG_1329 · W-415 · Locate on drawing ↗

Drawing notation: 6″ O.C.

P2 slab schedule source-level rod spacing only; installed field and world boundaries unresolved.

View all source photographs →