IMG_1328 · Folder 186Basement & 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
Show 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
- 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.
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