The measured building.

Drawing notation: 2'-10"

Vertical witness in typical B/D/E landing/riser detail. Exact sloping-rail and tread/nosing endpoint interpretation remains unresolved; not a universal whole-building handrail height.

Drawing notation: 3'-0"

Witness in B/D/E newel-posts-at-landings section, from finish landing region to shoulder below cap. Cap height and rail-top height differ; no universal3-ft rail rule adopted.

Drawing notation: 4" SQ NEWEL

Typical newel nominal square side; section construction, metal thickness and profile recess dimensions unresolved.

Drawing notation: HAND RAIL [fraction] STL TUBING - SQUARE / CAST IRON CAP

Fine fraction and division between handrail/newel/cap callouts not securely read; no section dimension adopted.

Drawing notation: 2'-10"

Independent source read of B/D/E railing witness. Its lower endpoint is above tread surface; this is not certified tread-to-handrail height.

Drawing notation: [lower 2'-10" witness meets inclined railing base/baluster-base pitch line; separate VARIES witness continues downward to safety tread]

Classifies drawing relationship only. Exact base-rail member face remains to be confirmed; variable lower offset cannot be discarded.

Drawing notation: [upper 2'-10" witness extends to top sloping rail profile]

Top rail line appears to receive extension; precise outer versus profile reference face still needs fabrication-level check.

Drawing notation: 2'-10" + VARIES

Variable offset from tread to railing-base reference is undimensioned. Do not replace with universal34-in or36-in height.

Drawing notation: [3'-0" witness from top landing tread surface to newel shoulder below cast-iron cap]

Landing newel shoulder datum only; cap top is visibly above upper witness. Existing36-in reading retained; this is not a uniform rail-top height.

Drawing notation: NEWEL - [fraction] STEEL TUBING - 4" SQUARE - CAST IRON CAP

Vertical callout is explicitly for NEWEL, correcting prior unresolved handrail-versus-newel attribution; small thickness fraction remains uncertified.

Drawing notation: NEWEL - [fraction] STEEL TUBING

No numeric fraction certified; review with clearer companion or dedicated rotated crop.

Drawing notation: 1′5″

Landing elevation left continuation witness from finish-floor line to lower drawn newel end before terminal rounded profile. Source-local projection only; not a cap offset or installed depth.

Drawing notation: 3′2″ FINISH FLOOR LINE OF LANDING / 3′0″ section safety-tread surface

38in elevation begins at labelled finish-floor line;36in section begins at top drawn safety-tread surface; both upper witnesses meet cap-base shoulders. Different views/endpoint classes remain separate. Neither a same-note transcription error nor a historical revision is demonstrated. Do not subtract or average to establish2in finish thickness.

Drawing notation: [cap bulb extends above shoulder; no total cap-tip height certified]

Cap-tip-to-floor dimension not established by38in/36in shoulder witnesses. Full moulding heights and offsets remain unreviewed.

Drawing notation: NEWEL — 3/16″ STEEL TUBING — 4″ SQUARE — CAST IRON CAP

Both1122 and1265 native crops read3/16 at NEWEL callout. Wall thickness belongs to square newel tubing; not handrail tubing, bar side or F/G/H centreline halves. No installed member extents/quantities.

Drawing notation: STEEL TUBING

Body material independently normalized from tubing leader; cap material separately recorded, nominal side reused.

Drawing notation: CAST IRON CAP

Cap material, distinct from steel tubing body and square balusters; complete ornamental cap dimensions remain open.

Drawing notation: [2′10″ lower arrow lands on upper drawn edge of inclined base-rail profile]

Native crop shows lower34in witness intersecting the upper boundary of bottom rail, above safety-tread plane. Separate vertical VARIES extends to tread top. Source-line classification only; no rail solid, thickness or tread-to-handrail height.

Drawing notation: [2′10″ upper arrow reaches outer upper line of profiled inclined handrail]

Source upper line reference is visible in native crop; round/ornamental end cross-section still lacks fully certified face dimensions. Not universal installed guard height.

Drawing notation: 10″

Isolated inclined string section beside B/D/E flight has10in witness along central flat face between moulding transitions. Not overall string depth, flight width or metal gauge; full cap/base offset fractions not certified.

Drawing notation: [small offset fractions beside10″ middle face]

Native crop does not confidently certify both offset fractions; no overall profile depth calculated.

Drawing notation: PANELLED RISERS / REPLACEABLE SAFETY TREADS

Separate arrows identify vertical panelled risers and removable top safety-tread components. Material/product, thickness, fastening and replacement clearance remain unresolved.

Drawing notation: ⅝″ SQ BARS

B/D/E typical rail bar callout only. W225/IMG1116 has separate3/4-in E bar evidence; do not select one for all E floors or replace either source.

Drawing notation: W228⅝″ SQ BARS / W225 E indicated first-to-second¾″ square bars

Different source scopes retained separately pending component and floor applicability; no silent overwrite or installation count.

Drawing notation: 2″

Printed2-in local span near shoulder and rail profile attachment in landing newel elevation. Exact profile face/centre endpoint remains unreviewed; not additional universal guard height.

Drawing notation: [inclined base rail has distinct paired profile edges; VARIES vertical leg links its reference region to the safety-tread surface]

Refines local profile topology without certifying which base-rail face carries the height extension. Existing34-in/36-in witnesses reused, never promoted to tread-to-rail height.

Drawing notation: VARIES

Drawing supplies variable-offset notation without numeric value or station. Exact tread/nosing and base-rail face relation remains open; retain as actual-unit numeric null.

Drawing notation: [steel square tubing body and cast-iron profiled cap are separate callout components]

Material/profile boundary relationship only. Tube thickness and complete cap offsets remain uncertified; existing nominal4-in side reused.

Drawing notation: 3′2″

Neighbor ELEVATION BETWEEN NEWEL POSTS AT LANDINGS FOR STAIRS B,D,E. Lower extension is finish-floor line of landing; upper is base shoulder of bulbous newel cap. Separate from earlier3ft shoulder witness in the sectional detail; applicability/endpoint difference not resolved.

Drawing notation: [3′2″ upper extension meets cap-base shoulder below bulb; lower extension meets FINISH FLOOR LINE OF LANDING]

Endpoint classification only. Do not rename this rail-top or total newel-tip height;3ft earlier section stays separately recorded.

Drawing notation: VARIES

Horizontal dimension between landing-elevation newel/profile references; distinct from inclined base-rail-to-tread vertical VARIES. No station or numeric installation span given.

Drawing notation: 2′10″ + VARIES [separate vertical offset reaches tread region below inclined base-rail reference]

Whole1122 locator independently preserves variable offset relationship already recorded on1265. Exact inner/outer base-rail face remains unresolved; no new34in reading and no tread-to-handrail height authored.

Drawing notation: VARIES [paired base-rail profile edges remain without certified face selection]

Locator supports edge multiplicity but cannot distinguish controlling inner/outer rail face numerically; dedicated fine crop/companion still needed.

Drawing notation: NEWEL — 3/16″ STEEL TUBING — 4″ SQUARE — CAST IRON CAP

Same1122 vertical leader explicitly names NEWEL. Reuses canonical3/16in tubing/control and separate steel/cast-iron components; no new numeric value. Prior handrail-fraction question remains unresolved, since this is a newel-body clause.

Drawing notation: [NEWEL tubing thickness does not certify adjacent handrail cross-section]

Handrail cross-section, wall thickness/solid section and cap/joint interface remain unmeasured. No closure of stair-closeout1013a-img_1122-m028 by a differently assigned noun.

Drawing notation: 2″

Short printed vertical witness adjacent lower stepped cap/newel region; extension stations establish a2in local span. It is neither overall cap-tip height nor installed rail height; fabrication-piece boundaries remain open.

Drawing notation: 1½″

Lower isolated string profile:1½in inner left moulding control between separate extension stations alongside10in middle face. No overall string depth, gauge, tread nosing, upper-profile equality or installation transfer.

Drawing notation: 1[small fraction not certified]″

Upper isolated string profile left small offset fraction remains uncertified. Lower isolated profile1½in is a different witness and cannot resolve this token.

Drawing notation: [small right fraction]″

Upper profile narrow right return fraction beside10in middle face remains illegible; no metal gauge or rail tubing wall dimension inferred.

Drawing notation: [small outer-left fraction]″

Lower isolated profile outer-left narrow segment before1½in moulding control remains separate and unreadable. No overall profile sum.