Gus J. SolomonUnited States Courthouse
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← Back to the building1933 reconstruction · research preview

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
5833
Verified printed values
15211
Disputed values
21

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.

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IMG_1328 · Folder 186

Basement & Foundation Plan

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

Hide coordinated geometry overlay →
Registration: provisional · 6 independent checks · maximum residual 0.458 ft.

Unresolved extraction work
  • main-1-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-1-rebar-count: First digit is not secure; the diameter reads 7/8 inch.
  • main-4-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-4-rebar: Two-line transverse/longitudinal bar counts and/or diameters remain illegible.
  • main-5-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-5-rebar: Two-line transverse/longitudinal bar counts and/or diameters remain illegible.
  • main-6-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-6-rebar: Two-line transverse/longitudinal bar counts and/or diameters remain illegible.
  • main-7-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-7-rebar: Printed ditto refers to an unresolved reinforcement cell.
  • main-8-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-8-rebar: Printed ditto refers to an unresolved reinforcement cell.
  • main-9-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-9-rebar: Printed ditto refers to an unresolved reinforcement cell.
  • main-10-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-10-rebar: Printed ditto refers to an unresolved reinforcement cell.
  • main-11-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-11-rebar: Printed ditto refers to an unresolved reinforcement cell.
  • main-12-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-13-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-13-rebar: Two-line transverse/longitudinal bar counts and/or diameters remain illegible.
  • main-14-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-15-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-16-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-16-rebar: Two-line transverse/longitudinal bar counts and/or diameters remain illegible.
  • main-18-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-19-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-20-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-20-rebar: Two-line transverse/longitudinal bar counts and/or diameters remain illegible.
  • main-21-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-22-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-23-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-24-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-24-rebar: Two-line transverse/longitudinal bar counts and/or diameters remain illegible.
  • main-25-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-25-rebar: Two-line transverse/longitudinal bar counts and/or diameters remain illegible.
  • main-26-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-26-rebar: Printed ditto refers to an unresolved reinforcement cell.
  • main-27-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-27-rebar: Printed ditto refers to an unresolved reinforcement cell.
  • main-28-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-30-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-33-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-35-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-36-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-36-rebar: Two-line transverse/longitudinal bar counts and/or diameters remain illegible.
  • main-37-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-37-rebar: Printed ditto refers to an unresolved reinforcement cell.
  • main-42-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-42-rebar: Two-line transverse/longitudinal bar counts and/or diameters remain illegible.
  • main-43-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-43-rebar: Printed ditto refers to an unresolved reinforcement cell.
  • main-44-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-45-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-46-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-47-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-48-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-49-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-51-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-52-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-52-rebar: Two-line transverse/longitudinal bar counts and/or diameters remain illegible.
  • main-53-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-53-rebar: Printed ditto refers to an unresolved reinforcement cell.
  • main-54-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-57-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-58-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-58-rebar: Two-line transverse/longitudinal bar counts and/or diameters remain illegible.
  • main-59-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-59-rebar: Printed ditto refers to an unresolved reinforcement cell.
  • main-60-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-61-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-62-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-63-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-64-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-65-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-66-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-67-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-68-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-69-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-70-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-70-rebar: Two-line transverse/longitudinal bar counts and/or diameters remain illegible.
  • main-71-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-71-rebar: Two-line transverse/longitudinal bar counts and/or diameters remain illegible.
  • main-72-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-72-rebar: Two-line transverse/longitudinal bar counts and/or diameters remain illegible.
  • main-73-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-73-rebar: Two-line transverse/longitudinal bar counts and/or diameters remain illegible.
  • main-74-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-75-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-76-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-77-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-78-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-79-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-80-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-81-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-82-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-83-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-84-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-84-rebar: Two-line transverse/longitudinal bar counts and/or diameters remain illegible.
  • main-85-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-86-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-86-rebar: Two-line transverse/longitudinal bar counts and/or diameters remain illegible.
  • main-87-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-87-rebar: Two-line transverse/longitudinal bar counts and/or diameters remain illegible.
  • main-88-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-88-rebar: Printed ditto refers to an unresolved reinforcement cell.
  • main-89-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-89-rebar: Printed ditto refers to an unresolved reinforcement cell.
  • main-90-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-90-rebar: Printed ditto refers to an unresolved reinforcement cell.
  • main-91-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-91-rebar: Printed ditto refers to an unresolved reinforcement cell.
  • main-92-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-92-rebar: Printed ditto refers to an unresolved reinforcement cell.
  • main-93-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-93-rebar: Printed ditto refers to an unresolved reinforcement cell.
  • main-94-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-94-rebar: Printed ditto refers to an unresolved reinforcement cell.
  • main-95-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-95-rebar: Two-line transverse/longitudinal bar counts and/or diameters remain illegible.
  • main-96-cap-depth: Whole-foot/inch prefix transcribed; small fractional-inch ending is not reliable in this photograph.
  • main-13-bottom-elevation: Elevation label is too small or overlaps other drafting.
  • main-17-bottom-elevation: Elevation label is too small or overlaps other drafting.
  • main-23-bottom-elevation: Elevation label is too small or overlaps other drafting.
  • stub-S8-bottom-elevation: Elevation label is too small or overlaps other drafting.
  • boiler-room-floor-elevation: Small 2/7 glyph is ambiguous. Cross-sheet evidence supplied by the envelope extraction reads 77.25.
  • oil-tank-foundation-thickness-rebar: Small vertical lettering is not reliable at this photograph's resolution.
  • entrance-row-spacing: 0/1 ending is ambiguous in the available crop.
  • drawing-number: The right portion of the title block is occluded by the photograph edge/wooden strip. A later correspondence report mentions 414/400, but that is not treated as the sheet's visible number.
  • small-plan-auxiliary-dimensions: The bounded crop pass does not exhaust every small measured value in these dense areas. No exhaustive-completion claim is made.
  • main-78-79-handwritten-revisions: Yellow handwriting appears adjacent to both printed depths. Its sign, date and revision authority are not established, so printed depths are retained without silently applying the annotation.
  • corner-offset-review: Current visual reading is 1½″ but the compact fraction needs a sharper source. Do not apply globally.
  • Resolve local residuals with a flatter scan or additional constrained registration before tighter geometric use.
  • Independently recheck each of 147 source symbol centers; this pass visually refines only registration controls and checks.
  • Resolve each footing/cap center from eccentricity and offset evidence before placing foundation solids.
  • Review remaining regions and companion details before claiming complete extraction.
  • C4 plan symbol and eccentricity direction
  • C4 footing detailed section and reinforcement
  • Cap thickness fraction
  • W409 suffix a E magnitude independently read and tied to C1
  • signed footing-center minus C1-column-center X offset
  • signed footing-center minus C1-column-center Z offset
  • independent check of actual C1 pad center and two footprint edges
  • cap/pier center, depth, and bearing transform
  • reinforcement quantity and detailed geometry
  • material/finish confirmation and as-built position
  • signed C1 pad-center minus steel-column-center X offset
  • signed C1 pad-center minus steel-column-center Z offset
  • which axis, if any, receives W409 E at the corner and whether a separate corner-axis offset applies
  • two independently identified and dimensioned C1 pad edges
  • cap/pier transform and bearing continuity
  • reinforcement layout and quantities
  • material and finish confirmation
  • as-built position
  • C16 world Z center and eccentricity
  • Physical world footprint
  • signed footing C.G. minus C16 steel-column center in world Z, including an explicit zero if applicable
  • dimensioned north and south pad edges relative to the C16 centerline or an attributable center-offset detail
  • cap center, orientation, thickness and bearing transform
  • reinforcement count and bar placement
  • independent/as-built check
  • actual-plan attribution of the Broadway footing centerline to C24 pad center of gravity
  • signed C24 pad-center minus steel-column-center X offset
  • signed C24 pad-center minus steel-column-center Z offset, including proof of zero if centered
  • 12-foot versus 14-foot scheduled side assignment to world X/Z from attributable pad edges or printed dimensions
  • cap, base, reinforcement and as-built geometry
  • C13 pad C.G. minus steel center signed X offset, including its side orientation
  • legible C13 footing-bottom elevation
  • cap center, thickness and bearing transform
  • printed C14 steel-column world X station or checked dimensioned tie
  • C14 pad C.G. minus steel center signed X and Z offsets, including proof of zero on either axis
  • applicable eccentricity key or direct pad-center control
  • printed C15 steel-column world X station or checked dimensioned tie
  • C15 pad C.G. minus steel center signed X and Z offsets, including proof of zero on either axis
  • Remaining member, reinforcement and connection dimensions require fine-region review
  • Revision marks and historical instance placements remain unreconciled
  • Companion-sheet registration and modeling checks remain outstanding
  • Complete fine-fraction/member schedule transcription
  • Historical instance mapping and endpoint registration
  • Annotated revisions and companion notes reconciliation
  • Accepted connections and modeling checks
  • Complete member/plate/bar fraction transcription
  • Historical instance and source-to-plan registration
  • Revision authority and companion applicability
  • Connection and modeling acceptance checks
  • Historical issue, revision authority and actual installation remain unresolved.
  • Accepted architectural registration, host faces, physical routes and installed quantities remain unresolved.
  • Materials, finishes, fixture type mappings, physical dimensions and mounting heights remain unknown.
  • Unvisited sheet regions, notes, schedules, callouts and companion details require review; extraction partial and modeling/checking unchecked.
  • All other notes, regions, schedules and companion details remain partially reviewed; this package grants no architectural acceptance.
  • Old failed fractions, unsupported units, broad placement gates and previously resolved questions were not re-viewed or promoted.
  • Boiler-room slab candidate remains unreviewed; no confirmation or datum selection.
  • Installed instance locations, source-to-plan registration, governing original/revision applicability and as-built correspondence remain unresolved.
  • Material grades, finishes, full dimensional envelopes, capacities and independent model checks remain unresolved.
  • Other regions, notes, schedules and companion details require review; this is partial extraction and grants no geometry approval.
  • Rows87 and95 have unequal transverse/longitudinal counts. Their historical countEachWay nulls remain open because the field cannot represent unequal directional counts.
  • Bar diameter fractions/units and cap thickness fractions remain unresolved; no pile/cap topology, signed C.G. placement or world coordinates inferred.
  • Complete source-to-instance registration, physical endpoints, installed quantities and revision authority remain unresolved.
  • Unreviewed regions, companion sheets, schedules and fine fractions remain open; this package is not exhaustive coverage.
  • Material grades, connection capacities, world transforms and independent model/as-built checks remain unestablished.
  • Typical-detail exceptions and dimension-witness line are source-local only; no footing C.G. world location established.
  • One crop intended for trenches actually showed schedule rows1–28; counted as a wrong-target attempt, no new reinforcement or cap-fraction reading adopted. No piles or lateral system inferred.
  • 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.
  • Bounded rows 87 and 95 reinspection did not independently resolve cap-thickness fractions or reinforcement diameter fraction/units; prior directional counts reused.
  • No countEachWay closure because transverse and longitudinal quantities differ; no pile/cap topology or world placement inferred.
  • 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.
  • Installed instances, physical endpoints, source-to-plan registration and governing original/revision applicability remain unresolved.
  • Complete member dimensions, reinforcement profiles, material grades, connection capacities and as-built/model checks remain outstanding.
  • Retain every routing entry and prior inventory missing property. Pending selector excludes already closed questions but is not exhaustive region coverage.
  • Original/revision authority, companion applicability, source-to-instance mapping, physical endpoints, material/finish, independent model/as-built check remain separate.
  • No whole-source completion, accepted geometry or irrecoverable-gap claim.

Download OCR observations (unverified)

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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 ↗

2049 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.

foundation-main-6-padverified · derived

envelope.height

6; 12′6″ wide × 2′2″; cap 7′4″ × 8′4″ × 1′4[?]″

2.166667 ft

Source audit state: checked-arithmetic-from-source-linked-parents.

IMG_1328 · Locate on drawing ↗

Drawing notation: 6; 12′6″ wide × 2′2″; cap 7′4″ × 8′4″ × 1′4[?]″

Calculated from: foundation-main-6-footing-thicknessInches

foundation-main-6-padverified · observed

footing.cgOffsetWorldZSign

C6 actual plan: footing centerline lies above steel-column centerline; labels continued at C7; ℄ FOOTING; ℄ STEEL COL.; 6; (-9′0″); strip edges run along Madison; longitudinal break lines

-1 sign

Independently followed the actual C6 plan's two centerlines: footing above steel. Upright page-up is south/−Z. A detached typical diagram is not used for this sign. Source audit state: checked-master-crop-single-reader.

IMG_1328 · Locate on drawing ↗

Drawing notation: C6 actual plan: footing centerline lies above steel-column centerline; labels continued at C7

IMG_1328 · Locate on drawing ↗

Drawing notation: ℄ FOOTING; ℄ STEEL COL.

IMG_1328 · Locate on drawing ↗

Drawing notation: 6; (-9′0″); strip edges run along Madison; longitudinal break lines

foundation-main-6-padverified · derived

footing.cgOffsetWorldZ

C6 actual plan: footing centerline lies above steel-column centerline; labels continued at C7; C5; C6; C7; c; c = 2¾″; OF FOOTINGS FROM ℄ OF MAIN COLUMN ARE GIVEN BY DIMENSION E AND SUFFIX AT TOP OF SCHEDULE.

-2.75 in

This resolves the transverse offset only; longitudinal strip-segment centroid is not established. Source audit state: checked-arithmetic-from-source-linked-parents.

IMG_1328 · Locate on drawing ↗

Drawing notation: C6 actual plan: footing centerline lies above steel-column centerline; labels continued at C7

IMG_1323 · sheet-W409 · Locate on drawing ↗

Drawing notation: C5; C6; C7; c

IMG_1323 · sheet-W409 · Locate on drawing ↗

Drawing notation: c = 2¾″; OF FOOTINGS FROM ℄ OF MAIN COLUMN ARE GIVEN BY DIMENSION E AND SUFFIX AT TOP OF SCHEDULE.

Calculated from: footing-6-placement-offset-z-sign, footing-6-placement-eccentricity-magnitude

foundation-main-6-padillegible · observed

footing.cgOffsetWorldX

6; (-9′0″); strip edges run along Madison; longitudinal break lines

Numeric value unresolved

Undimensioned longitudinal break locations prevent a documented segment centroid; no zero X offset is assumed. Source audit state: unresolved.

IMG_1328 · Locate on drawing ↗

Drawing notation: 6; (-9′0″); strip edges run along Madison; longitudinal break lines

foundation-main-6-padunreviewed · derived

footing.cgWorldX

C6; printed perimeter bay chain; 6; (-9′0″); strip edges run along Madison; longitudinal break lines

Numeric value unresolved

Column control X is -7 ft. It is not substituted for an unestablished segment center. Source audit state: blocked-by-missing-longitudinal-extent.

IMG_1314 · sheet-W400 · Locate on drawing ↗

Drawing notation: C6; printed perimeter bay chain

IMG_1328 · Locate on drawing ↗

Drawing notation: 6; (-9′0″); strip edges run along Madison; longitudinal break lines

Calculated from: column-6-registered-world-x, footing-6-placement-offset-x

foundation-main-6-padverified · derived

footing.transverseCGAxisWorldZ

C6; printed perimeter bay chain; C6 actual plan: footing centerline lies above steel-column centerline; labels continued at C7; C5; C6; C7; c; c = 2¾″; OF FOOTINGS FROM ℄ OF MAIN COLUMN ARE GIVEN BY DIMENSION E AND SUFFIX AT TOP OF SCHEDULE.

-78.8125 ft

Transverse axis only; full 3D footing center remains incomplete. Source audit state: checked-arithmetic-from-source-linked-parents.

IMG_1314 · sheet-W400 · Locate on drawing ↗

Drawing notation: C6; printed perimeter bay chain

IMG_1328 · Locate on drawing ↗

Drawing notation: C6 actual plan: footing centerline lies above steel-column centerline; labels continued at C7

IMG_1323 · sheet-W409 · Locate on drawing ↗

Drawing notation: C5; C6; C7; c

IMG_1323 · sheet-W409 · Locate on drawing ↗

Drawing notation: c = 2¾″; OF FOOTINGS FROM ℄ OF MAIN COLUMN ARE GIVEN BY DIMENSION E AND SUFFIX AT TOP OF SCHEDULE.

Calculated from: column-6-registered-world-z, footing-6-placement-offset-z

foundation-main-6-padverified · derived

envelope.minZ

6; 12′6″ wide × 2′2″; cap 7′4″ × 8′4″ × 1′4[?]″; 6; (-9′0″); strip edges run along Madison; longitudinal break lines; C5; C6; C7; c; c = 2¾″; OF FOOTINGS FROM ℄ OF MAIN COLUMN ARE GIVEN BY DIMENSION E AND SUFFIX AT TOP OF SCHEDULE.

-85.0625 ft

Cross-strip envelope bound; does not define a finite box without X bounds. Source audit state: checked-arithmetic-from-source-linked-parents.

IMG_1328 · Locate on drawing ↗

Drawing notation: 6; 12′6″ wide × 2′2″; cap 7′4″ × 8′4″ × 1′4[?]″

IMG_1328 · Locate on drawing ↗

Drawing notation: 6; (-9′0″); strip edges run along Madison; longitudinal break lines

IMG_1323 · sheet-W409 · Locate on drawing ↗

Drawing notation: C5; C6; C7; c

IMG_1323 · sheet-W409 · Locate on drawing ↗

Drawing notation: c = 2¾″; OF FOOTINGS FROM ℄ OF MAIN COLUMN ARE GIVEN BY DIMENSION E AND SUFFIX AT TOP OF SCHEDULE.

Calculated from: footing-6-placement-center-z, footing-6-placement-span-z

foundation-main-6-padverified · derived

envelope.maxZ

6; 12′6″ wide × 2′2″; cap 7′4″ × 8′4″ × 1′4[?]″; 6; (-9′0″); strip edges run along Madison; longitudinal break lines; C5; C6; C7; c; c = 2¾″; OF FOOTINGS FROM ℄ OF MAIN COLUMN ARE GIVEN BY DIMENSION E AND SUFFIX AT TOP OF SCHEDULE.

-72.5625 ft

Cross-strip envelope bound; does not define a finite box without X bounds. Source audit state: checked-arithmetic-from-source-linked-parents.

IMG_1328 · Locate on drawing ↗

Drawing notation: 6; 12′6″ wide × 2′2″; cap 7′4″ × 8′4″ × 1′4[?]″

IMG_1328 · Locate on drawing ↗

Drawing notation: 6; (-9′0″); strip edges run along Madison; longitudinal break lines

IMG_1323 · sheet-W409 · Locate on drawing ↗

Drawing notation: C5; C6; C7; c

IMG_1323 · sheet-W409 · Locate on drawing ↗

Drawing notation: c = 2¾″; OF FOOTINGS FROM ℄ OF MAIN COLUMN ARE GIVEN BY DIMENSION E AND SUFFIX AT TOP OF SCHEDULE.

Calculated from: footing-6-placement-center-z, footing-6-placement-span-z

foundation-main-6-padillegible · observed

envelope.minX

6; (-9′0″); strip edges run along Madison; longitudinal break lines

Numeric value unresolved

Longitudinal end/break not dimensioned in the inspected region. Source audit state: unresolved.

IMG_1328 · Locate on drawing ↗

Drawing notation: 6; (-9′0″); strip edges run along Madison; longitudinal break lines

foundation-main-6-padillegible · observed

envelope.maxX

6; (-9′0″); strip edges run along Madison; longitudinal break lines

Numeric value unresolved

Longitudinal end/break not dimensioned in the inspected region. Source audit state: unresolved.

IMG_1328 · Locate on drawing ↗

Drawing notation: 6; (-9′0″); strip edges run along Madison; longitudinal break lines

foundation-main-6-padverified · derived

envelope.bottomElevation

(-9′0″); 6; (-9′0″); strip edges run along Madison; longitudinal break lines

71.25 ft

Source audit state: checked-arithmetic-from-source-linked-parents.

IMG_1328 · Locate on drawing ↗

Drawing notation: (-9′0″)

IMG_1328 · Locate on drawing ↗

Drawing notation: 6; (-9′0″); strip edges run along Madison; longitudinal break lines

Calculated from: foundation-finished-basement-floor-elevationFeet, foundation-main-6-bottomElevation-inchesRelativeToFinishedBasementFloor

foundation-main-7-padverified · printed

footing.scheduleWidth

7; 12′6″ wide × 2′2″; cap 7′4″ × 8′4″ × 1′4[?]″; reinforcement do

150 in

Width-only schedule cell; this is not a 12′6″ square. Source audit state: checked-master-crop-single-reader.

IMG_1328 · Locate on drawing ↗

Drawing notation: 7; 12′6″ wide × 2′2″; cap 7′4″ × 8′4″ × 1′4[?]″; reinforcement do

Calculated from: foundation-main-7-footing-widthInches

foundation-main-7-padillegible · printed

footing.scheduleLength

7; 12′6″ wide × 2′2″; cap 7′4″ × 8′4″ × 1′4[?]″; reinforcement do

Numeric value unresolved

Longitudinal length is not stated in this schedule row. Source audit state: unresolved.

IMG_1328 · Locate on drawing ↗

Drawing notation: 7; 12′6″ wide × 2′2″; cap 7′4″ × 8′4″ × 1′4[?]″; reinforcement do

Calculated from: foundation-main-7-footing-lengthInches

foundation-main-7-padverified · observed

footprint.stripRunAngleFromWorldX

7; (-11′6″); strip edges run along Madison; longitudinal break lines

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.

IMG_1328 · Locate on drawing ↗

Drawing notation: 7; (-11′6″); strip edges run along Madison; longitudinal break lines

foundation-main-7-padverified · observed

footprint.widthAxisAngleFromWorldX

7; (-11′6″); strip edges run along Madison; longitudinal break lines; 7; 12′6″ wide × 2′2″; cap 7′4″ × 8′4″ × 1′4[?]″; reinforcement do

90 deg

The scheduled width crosses the strip along world Z. Source audit state: checked-master-crop-single-reader.

IMG_1328 · Locate on drawing ↗

Drawing notation: 7; (-11′6″); strip edges run along Madison; longitudinal break lines

IMG_1328 · Locate on drawing ↗

Drawing notation: 7; 12′6″ wide × 2′2″; cap 7′4″ × 8′4″ × 1′4[?]″; reinforcement do

Calculated from: footing-7-placement-strip-run-axis

foundation-main-7-padverified · derived

footprint.worldZSpan

7; 12′6″ wide × 2′2″; cap 7′4″ × 8′4″ × 1′4[?]″; reinforcement do; 7; (-11′6″); strip edges run along Madison; longitudinal break lines

12.5 ft

Source audit state: checked-arithmetic-from-source-linked-parents.

IMG_1328 · Locate on drawing ↗

Drawing notation: 7; 12′6″ wide × 2′2″; cap 7′4″ × 8′4″ × 1′4[?]″; reinforcement do

IMG_1328 · Locate on drawing ↗

Drawing notation: 7; (-11′6″); strip edges run along Madison; longitudinal break lines

Calculated from: footing-7-placement-schedule-width, footing-7-placement-width-axis

foundation-main-7-padillegible · observed

footprint.worldXSpan

7; (-11′6″); strip edges run along Madison; longitudinal break lines; 7; 12′6″ wide × 2′2″; cap 7′4″ × 8′4″ × 1′4[?]″; reinforcement do

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.

IMG_1328 · Locate on drawing ↗

Drawing notation: 7; (-11′6″); strip edges run along Madison; longitudinal break lines

IMG_1328 · Locate on drawing ↗

Drawing notation: 7; 12′6″ wide × 2′2″; cap 7′4″ × 8′4″ × 1′4[?]″; reinforcement do

Calculated from: footing-7-placement-schedule-length

foundation-main-7-padillegible · observed

footprint.longAxisAngleFromWorldX

7; (-11′6″); strip edges run along Madison; longitudinal break lines; 7; 12′6″ wide × 2′2″; cap 7′4″ × 8′4″ × 1′4[?]″; reinforcement do

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.

IMG_1328 · Locate on drawing ↗

Drawing notation: 7; (-11′6″); strip edges run along Madison; longitudinal break lines

IMG_1328 · Locate on drawing ↗

Drawing notation: 7; 12′6″ wide × 2′2″; cap 7′4″ × 8′4″ × 1′4[?]″; reinforcement do

Calculated from: footing-7-placement-span-x, footing-7-placement-span-z

foundation-main-7-padverified · derived

envelope.height

7; 12′6″ wide × 2′2″; cap 7′4″ × 8′4″ × 1′4[?]″; reinforcement do

2.166667 ft

Source audit state: checked-arithmetic-from-source-linked-parents.

IMG_1328 · Locate on drawing ↗

Drawing notation: 7; 12′6″ wide × 2′2″; cap 7′4″ × 8′4″ × 1′4[?]″; reinforcement do

Calculated from: foundation-main-7-footing-thicknessInches

foundation-main-7-padverified · observed

footing.cgOffsetWorldZSign

7; ℄ FOOTING; ℄ STEEL COL.; upper footing and lower steel centerline; ℄ FOOTING; ℄ STEEL COL.; 7; (-11′6″); strip edges run along Madison; longitudinal break lines

-1 sign

Independently followed the actual C7 plan's two centerlines: footing above steel. Upright page-up is south/−Z. A detached typical diagram is not used for this sign. Source audit state: checked-master-crop-single-reader.

IMG_1328 · Locate on drawing ↗

Drawing notation: 7; ℄ FOOTING; ℄ STEEL COL.; upper footing and lower steel centerline

IMG_1328 · Locate on drawing ↗

Drawing notation: ℄ FOOTING; ℄ STEEL COL.

IMG_1328 · Locate on drawing ↗

Drawing notation: 7; (-11′6″); strip edges run along Madison; longitudinal break lines

foundation-main-7-padverified · derived

footing.cgOffsetWorldZ

7; ℄ FOOTING; ℄ STEEL COL.; upper footing and lower steel centerline; C5; C6; C7; c; c = 2¾″; OF FOOTINGS FROM ℄ OF MAIN COLUMN ARE GIVEN BY DIMENSION E AND SUFFIX AT TOP OF SCHEDULE.

-2.75 in

This resolves the transverse offset only; longitudinal strip-segment centroid is not established. Source audit state: checked-arithmetic-from-source-linked-parents.

IMG_1328 · Locate on drawing ↗

Drawing notation: 7; ℄ FOOTING; ℄ STEEL COL.; upper footing and lower steel centerline

IMG_1323 · sheet-W409 · Locate on drawing ↗

Drawing notation: C5; C6; C7; c

IMG_1323 · sheet-W409 · Locate on drawing ↗

Drawing notation: c = 2¾″; OF FOOTINGS FROM ℄ OF MAIN COLUMN ARE GIVEN BY DIMENSION E AND SUFFIX AT TOP OF SCHEDULE.

Calculated from: footing-7-placement-offset-z-sign, footing-7-placement-eccentricity-magnitude

foundation-main-7-padillegible · observed

footing.cgOffsetWorldX

7; (-11′6″); strip edges run along Madison; longitudinal break lines

Numeric value unresolved

Undimensioned longitudinal break locations prevent a documented segment centroid; no zero X offset is assumed. Source audit state: unresolved.

IMG_1328 · Locate on drawing ↗

Drawing notation: 7; (-11′6″); strip edges run along Madison; longitudinal break lines

foundation-main-7-padunreviewed · derived

footing.cgWorldX

C7; printed perimeter bay chain; 7; (-11′6″); strip edges run along Madison; longitudinal break lines

Numeric value unresolved

Column control X is 7 ft. It is not substituted for an unestablished segment center. Source audit state: blocked-by-missing-longitudinal-extent.

IMG_1314 · sheet-W400 · Locate on drawing ↗

Drawing notation: C7; printed perimeter bay chain

IMG_1328 · Locate on drawing ↗

Drawing notation: 7; (-11′6″); strip edges run along Madison; longitudinal break lines

Calculated from: column-7-registered-world-x, footing-7-placement-offset-x

foundation-main-7-padverified · derived

footing.transverseCGAxisWorldZ

C7; printed perimeter bay chain; 7; ℄ FOOTING; ℄ STEEL COL.; upper footing and lower steel centerline; C5; C6; C7; c; c = 2¾″; OF FOOTINGS FROM ℄ OF MAIN COLUMN ARE GIVEN BY DIMENSION E AND SUFFIX AT TOP OF SCHEDULE.

-78.8125 ft

Transverse axis only; full 3D footing center remains incomplete. Source audit state: checked-arithmetic-from-source-linked-parents.

IMG_1314 · sheet-W400 · Locate on drawing ↗

Drawing notation: C7; printed perimeter bay chain

IMG_1328 · Locate on drawing ↗

Drawing notation: 7; ℄ FOOTING; ℄ STEEL COL.; upper footing and lower steel centerline

IMG_1323 · sheet-W409 · Locate on drawing ↗

Drawing notation: C5; C6; C7; c

IMG_1323 · sheet-W409 · Locate on drawing ↗

Drawing notation: c = 2¾″; OF FOOTINGS FROM ℄ OF MAIN COLUMN ARE GIVEN BY DIMENSION E AND SUFFIX AT TOP OF SCHEDULE.

Calculated from: column-7-registered-world-z, footing-7-placement-offset-z

foundation-main-7-padverified · derived

envelope.minZ

7; 12′6″ wide × 2′2″; cap 7′4″ × 8′4″ × 1′4[?]″; reinforcement do; 7; (-11′6″); strip edges run along Madison; longitudinal break lines; C5; C6; C7; c; c = 2¾″; OF FOOTINGS FROM ℄ OF MAIN COLUMN ARE GIVEN BY DIMENSION E AND SUFFIX AT TOP OF SCHEDULE.

-85.0625 ft

Cross-strip envelope bound; does not define a finite box without X bounds. Source audit state: checked-arithmetic-from-source-linked-parents.

IMG_1328 · Locate on drawing ↗

Drawing notation: 7; 12′6″ wide × 2′2″; cap 7′4″ × 8′4″ × 1′4[?]″; reinforcement do

IMG_1328 · Locate on drawing ↗

Drawing notation: 7; (-11′6″); strip edges run along Madison; longitudinal break lines

IMG_1323 · sheet-W409 · Locate on drawing ↗

Drawing notation: C5; C6; C7; c

IMG_1323 · sheet-W409 · Locate on drawing ↗

Drawing notation: c = 2¾″; OF FOOTINGS FROM ℄ OF MAIN COLUMN ARE GIVEN BY DIMENSION E AND SUFFIX AT TOP OF SCHEDULE.

Calculated from: footing-7-placement-center-z, footing-7-placement-span-z

foundation-main-7-padverified · derived

envelope.maxZ

7; 12′6″ wide × 2′2″; cap 7′4″ × 8′4″ × 1′4[?]″; reinforcement do; 7; (-11′6″); strip edges run along Madison; longitudinal break lines; C5; C6; C7; c; c = 2¾″; OF FOOTINGS FROM ℄ OF MAIN COLUMN ARE GIVEN BY DIMENSION E AND SUFFIX AT TOP OF SCHEDULE.

-72.5625 ft

Cross-strip envelope bound; does not define a finite box without X bounds. Source audit state: checked-arithmetic-from-source-linked-parents.

IMG_1328 · Locate on drawing ↗

Drawing notation: 7; 12′6″ wide × 2′2″; cap 7′4″ × 8′4″ × 1′4[?]″; reinforcement do

IMG_1328 · Locate on drawing ↗

Drawing notation: 7; (-11′6″); strip edges run along Madison; longitudinal break lines

IMG_1323 · sheet-W409 · Locate on drawing ↗

Drawing notation: C5; C6; C7; c

IMG_1323 · sheet-W409 · Locate on drawing ↗

Drawing notation: c = 2¾″; OF FOOTINGS FROM ℄ OF MAIN COLUMN ARE GIVEN BY DIMENSION E AND SUFFIX AT TOP OF SCHEDULE.

Calculated from: footing-7-placement-center-z, footing-7-placement-span-z

foundation-main-7-padillegible · observed

envelope.minX

7; (-11′6″); strip edges run along Madison; longitudinal break lines

Numeric value unresolved

Longitudinal end/break not dimensioned in the inspected region. Source audit state: unresolved.

IMG_1328 · Locate on drawing ↗

Drawing notation: 7; (-11′6″); strip edges run along Madison; longitudinal break lines

foundation-main-7-padillegible · observed

envelope.maxX

7; (-11′6″); strip edges run along Madison; longitudinal break lines

Numeric value unresolved

Longitudinal end/break not dimensioned in the inspected region. Source audit state: unresolved.

IMG_1328 · Locate on drawing ↗

Drawing notation: 7; (-11′6″); strip edges run along Madison; longitudinal break lines

foundation-main-7-padverified · derived

envelope.bottomElevation

(-11′6″); 7; (-11′6″); strip edges run along Madison; longitudinal break lines

68.75 ft

Source audit state: checked-arithmetic-from-source-linked-parents.

IMG_1328 · Locate on drawing ↗

Drawing notation: (-11′6″)

IMG_1328 · Locate on drawing ↗

Drawing notation: 7; (-11′6″); strip edges run along Madison; longitudinal break lines

Calculated from: foundation-finished-basement-floor-elevationFeet, foundation-main-7-bottomElevation-inchesRelativeToFinishedBasementFloor

foundation-main-7-padverified · derived

envelope.topElevation

(-11′6″); 7; 12′6″ wide × 2′2″; cap 7′4″ × 8′4″ × 1′4[?]″; reinforcement do

70.916667 ft

Source audit state: checked-arithmetic-from-source-linked-parents.

IMG_1328 · Locate on drawing ↗

Drawing notation: (-11′6″)

IMG_1328 · Locate on drawing ↗

Drawing notation: 7; 12′6″ wide × 2′2″; cap 7′4″ × 8′4″ × 1′4[?]″; reinforcement do

Calculated from: footing-7-placement-bottom-el, footing-7-placement-thickness

foundation-main-7-padverified · derived

envelope.centerElevation

(-11′6″); 7; 12′6″ wide × 2′2″; cap 7′4″ × 8′4″ × 1′4[?]″; reinforcement do

69.833333 ft

Source audit state: checked-arithmetic-from-source-linked-parents.

IMG_1328 · Locate on drawing ↗

Drawing notation: (-11′6″)

IMG_1328 · Locate on drawing ↗

Drawing notation: 7; 12′6″ wide × 2′2″; cap 7′4″ × 8′4″ × 1′4[?]″; reinforcement do

Calculated from: footing-7-placement-bottom-el, footing-7-placement-top-el

View all source photographs →