IMG_1329 · Folder 186DETAILS 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
Highlighted reading: IN BEAMS BEND UP BENT RODS AT AN ANGLE OF 30° TO 45° DEPENDING UPON THE RATIO OF DEPTH TO SPAN. Bend angle depends on depth/span ratio. Existing 30°–45° limits reused; this sentence does not print a numerical depth/span threshold.
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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.
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