November 1, 2026, America/Phoenix. All 34 native manual counts agree with proposal Rev3. Drawing counts remain independent. Older PDF comparisons and full decisions are retained in the working Sheet. Quantities are for estimating review; no fabrication release.
| Scope | Manual description | Manual / Rev3 | Drawing check | Delta | Confidence |
|---|---|---|---|---|---|
| S1 | Columns | 86 | 86 | 0 | High count |
| S2 | Hangers | 8 | 8 | 0 | High count |
| S3 | Girts | 72 | 75 | 3 | Medium; scope review |
| S4 | Girts | 69 | 72 | 3 | Medium; scope review |
| S5 | Girt Hanger | 24 | 24 | 0 | High symbol count |
| S6 | Girt Hanger | 21 | 21 | 0 | High symbol count |
| S7 | Girts | 70 | 65 | -5 | Medium; discrete subset |
| S8 | Girt Hanger | 13 | 7 | -6 | High position count |
| S9 | Girt Kicker | 6 | 6 | 0 | High count |
| S10 | Post | 6 | 6 | 0 | High count |
| S11 | Beams | 102 | 94 | -8 | High section/count; provisional gross cuts |
| S12 | Girt Hanger | 25 | 27 | 2 | High symbol count |
| S13 | Joists (ALL JOISTS TO BE BOLTED) | 146 | 143 | -3 | High position / supplier open |
| S14 | Joist Girders | 12 | 12 | 0 | High count |
| S15 | Bolster Between Joist | 30 | 30 | 0 | High count |
| S16 | Post | 9 | 9 | 0 | High count |
| S17 | Roof Drain Frame | 2 | 2 | 0 | Medium assembly |
| S18 | Beams | 103 | 93 | -10 | High section/count; provisional gross cuts |
| S19 | Girt Hanger | 25 | 26 | 1 | High symbol count |
| S20 | Joists (ALL JOISTS TO BE BOLTED) | 142 | 140 | -2 | High position / supplier open |
| S21 | Joist Girders | 12 | 12 | 0 | High count |
| S22 | Bolster Between Joist | 28 | 28 | 0 | High count |
| S23 | Post | 9 | 9 | 0 | High count |
| S24 | Roof Drain Frame | 2 | 2 | 0 | Medium assembly |
| S25 | Vertical Braces | 60 | 60 | 0 | High count |
| S26 | Roof Hatch Frame | 1 | 1 | 0 | High assembly |
| S27 | Moment Connection (Field Welded Flgs) | 5 | 5 | 0 | High marker count |
| S28 | Moment Connection (Field Welded Flgs) | 5 | 5 | 0 | High marker count |
| M1.1 | Flights | 2 | 2 | 0 | High assembly |
| M1.2 | Guardrail With Offset Grabrail | 4 | 4 | 0 | High run count |
| M1.3 | Landings | 2 | 2 | 0 | High assembly |
| M1.4 | Landing Rails | 4 | 4 | 0 | Medium run count |
| M2 | Ramp Rail | 6 | 6 | 0 | High run count |
| M3 | Roof Access Ladder | 1 | 1 | 0 | High assembly |
These 34 records total 3.47 tons and are included in the itemized Sheet total. Model placement is unresolved; their geometry is not invented. Remaining unweighted interfaces are listed in the Sheet.
| ID | Scope | Section | Qty | Pounds | Basis / unresolved dimension |
|---|---|---|---|---|---|
| P3263-STAIR-STRINGERS | M1.1 | C8X11.5 | 4 | 322.0 | Two stairs x two stringers. Drawing specifies 8-inch channel but no weight suffix: C8x11.5 is an estimating assumption. Printed 4-foot rise and 5.5-foot run give 6.800735-foot slope; allow 7-foot material length including 0.199-foot rounding/end allowance. No fabrication cut implied. |
| P3263-STAIR-GRATING | M1.1 | Open metal grating - product not selected | 12 | 440.0 | Six treads per stair, two stairs, 11-inch tread run printed. Four-foot tread width estimated from calibrated elevation B; exact tread width and bar specification require confirmation. |
| P3263-LANDING-LONG-RIMS | M1.3 | C8X11.5 | 4 | 552.0 | Two landing assemblies. 12 x 5-foot platform footprint is a rounded scaled estimate from 5/A8.2, not a printed plan dimension. 8-inch channel is drawn; C8x11.5 suffix assumed. Counts two long and two end rim channels per platform. Additional interior grating supports are not shown/resolved and excluded from this component count. |
| P3263-LANDING-END-RIMS | M1.3 | C8X11.5 | 4 | 230.0 | Two landing assemblies. 12 x 5-foot platform footprint is a rounded scaled estimate from 5/A8.2, not a printed plan dimension. 8-inch channel is drawn; C8x11.5 suffix assumed. Counts two long and two end rim channels per platform. Additional interior grating supports are not shown/resolved and excluded from this component count. |
| P3263-LANDING-LEGS | M1.3 | HSS2X2X1/8 | 4 | 40.666667 | Two legs per platform visible in elevation B, two platforms. 2x2 tube specified; 1/8-inch wall assumed. Length uses 4-foot top-of-platform elevation less 8-inch rim depth. Base and connection adjustments unresolved. |
| P3263-LANDING-WALL-CLIPS | M1.3 | L3X3X1/4 | 4 | 19.6 | Two galvanized wall clips per platform are called out. Size L3x3x1/4 and one-foot length are estimating assumptions; bolts, anchorage and connection design excluded. |
| P3263-LANDING-GRATING | M1.3 | Open metal grating - product not selected | 2 | 1200 | Two open-metal-grating platforms, assumed/scaled 12 x 5 feet each. No bar profile/gauge/manufacturer is specified; 10 lb/SF allowance must be replaced with approved product data. |
| P3263-FLIGHT-RAIL-LONGITUDINAL | M1.2 | ROUND TUBE 1.500 OD x 0.120 wall (wall assumed) | 12 | 163.944238 | Four flight rail runs, with top/mid/offset grab allowance of three longitudinal tubes per run. Each length equals 4-foot rise/5.5-foot run slope plus the printed 11-inch lower extension. Offset grab rail is named in Rev 3; exact return and top extension geometry unresolved. Diameter is drawn; wall thickness and product grade are not. |
| P3263-FLIGHT-RAIL-POSTS | M1.2 | ROUND TUBE 1.500 OD x 0.120 wall (wall assumed) | 8 | 42.486899 | Two three-foot posts per flight rail run. Upper junction posts counted with landing rails to avoid duplicate material. Diameter is drawn; wall thickness and product grade are not. |
| P3263-FLIGHT-RAIL-RETURNS | M1.2 | ROUND TUBE 1.500 OD x 0.120 wall (wall assumed) | 8 | 14.1623 | Two one-foot end-return allowances per flight rail run; actual bends, offsets and end treatments remain open. Diameter is drawn; wall thickness and product grade are not. |
| P3263-LANDING-RAIL-LONG | M1.4 | ROUND TUBE 1.500 OD x 0.120 wall (wall assumed) | 4 | 56.649199 | Two platforms; one eight-foot landing guard side per platform with top and midrail. Eight-foot length is scaled estimate of the guard portion beside a four-foot stair opening in a twelve-foot platform, not printed dimension. Diameter is drawn; wall thickness and product grade are not. |
| P3263-LANDING-RAIL-END | M1.4 | ROUND TUBE 1.500 OD x 0.120 wall (wall assumed) | 4 | 35.405749 | Two platforms; one five-foot guard side per platform with top and midrail. Five-foot platform depth is scaled/rounded estimating value. Diameter is drawn; wall thickness and product grade are not. |
| P3263-LANDING-RAIL-POSTS | M1.4 | ROUND TUBE 1.500 OD x 0.120 wall (wall assumed) | 8 | 49.568049 | Four unique posts per landing allowance (three along long side plus far short-side post; corner shared); 3.5-foot height printed. Includes upper flight junction posts once. Diameter is drawn; wall thickness and product grade are not. |
| P3263-RAMP-RAIL-LONGITUDINAL | M2 | ROUND TUBE 1.500 OD x 0.120 wall (wall assumed) | 18 | 1598.349011 | Six rail runs, 50-foot plan length each estimated from the dimensioned rear apron depth on C-301. Four-foot rise is S3.1 maximum, used conservatively; true grades and endpoints unresolved. Three tubes per run (top, mid, grab) are an estimating pattern borrowed from stair scope, not a resolved ramp detail. Diameter is drawn; wall thickness and product grade are not. |
| P3263-RAMP-RAIL-POSTS | M2 | ROUND TUBE 1.500 OD x 0.120 wall (wall assumed) | 66 | 408.936403 | Eleven posts per run at assumed maximum five-foot spacing, six runs, assumed 42-inch height. Actual post count, embedment and anchorage not designed or resolved. Diameter is drawn; wall thickness and product grade are not. |
| P3263-RAMP-RAIL-RETURNS | M2 | ROUND TUBE 1.500 OD x 0.120 wall (wall assumed) | 12 | 21.24345 | Two one-foot end-return allowances per run; exact ends and transitions unresolved. Diameter is drawn; wall thickness and product grade are not. |
| P3263-LADDER-SIDE-RAILS | M3 | PL0.375X3 | 2 | 252.65625 | One ladder supported by plans. No member section/ladder detail found. 33-foot material height is an estimating allowance based on approximately 31.7-foot FF-to-roof distance plus roof/hatch allowance. All sections, rung count/spacing, attachment and safety system remain for designer/vendor confirmation. Two flat-bar side rails assumed. |
| P3263-LADDER-RUNGS | M3 | ROUND 3/4 | 33 | 74.413408 | One ladder supported by plans. No member section/ladder detail found. 33-foot material height is an estimating allowance based on approximately 31.7-foot FF-to-roof distance plus roof/hatch allowance. All sections, rung count/spacing, attachment and safety system remain for designer/vendor confirmation. Thirty-three 18-inch rungs assumed for material budgeting only; not a compliance determination. |
| P3263-LADDER-BRACKETS | M3 | L3X3X1/4 | 12 | 58.8 | One ladder supported by plans. No member section/ladder detail found. 33-foot material height is an estimating allowance based on approximately 31.7-foot FF-to-roof distance plus roof/hatch allowance. All sections, rung count/spacing, attachment and safety system remain for designer/vendor confirmation. Six bracket pairs at one foot each assumed. Anchors and support design are unresolved. |
| P3263-RD-N1-LONG | S17 | L4X4X3/8 | 2 | 196.0 | One of four drain frames or one hatch frame. Typical 2/S0.3 angle scheme only; 10-foot support span is the typical-detail MAXIMUM used as an explicit estimating allowance, not a measured cut. Actual support span, connection, drain opening and application require confirmation. No W members counted here. Two support-to-support angles per frame. |
| P3263-RD-N1-CROSS | S17 | L4X4X3/8 | 2 | 58.8 | One of four drain frames or one hatch frame. Typical 2/S0.3 angle scheme only; 10-foot support span is the typical-detail MAXIMUM used as an explicit estimating allowance, not a measured cut. Actual support span, connection, drain opening and application require confirmation. No W members counted here. Drain cross-member cut assumed 3 feet, the typical maximum opening width; MEP size remains unresolved. |
| P3263-RD-N1-CLIP | S17 | L5X3-1/2X5/16 | 4 | 17.4 | One of four drain frames or one hatch frame. Typical 2/S0.3 angle scheme only; 10-foot support span is the typical-detail MAXIMUM used as an explicit estimating allowance, not a measured cut. Actual support span, connection, drain opening and application require confirmation. No W members counted here. Four end clips, one at each longitudinal angle end; 6-inch clip length is an estimating assumption, not specified in detail. |
| P3263-RD-N2-LONG | S17 | L4X4X3/8 | 2 | 196.0 | One of four drain frames or one hatch frame. Typical 2/S0.3 angle scheme only; 10-foot support span is the typical-detail MAXIMUM used as an explicit estimating allowance, not a measured cut. Actual support span, connection, drain opening and application require confirmation. No W members counted here. Two support-to-support angles per frame. |
| P3263-RD-N2-CROSS | S17 | L4X4X3/8 | 2 | 58.8 | One of four drain frames or one hatch frame. Typical 2/S0.3 angle scheme only; 10-foot support span is the typical-detail MAXIMUM used as an explicit estimating allowance, not a measured cut. Actual support span, connection, drain opening and application require confirmation. No W members counted here. Drain cross-member cut assumed 3 feet, the typical maximum opening width; MEP size remains unresolved. |
| P3263-RD-N2-CLIP | S17 | L5X3-1/2X5/16 | 4 | 17.4 | One of four drain frames or one hatch frame. Typical 2/S0.3 angle scheme only; 10-foot support span is the typical-detail MAXIMUM used as an explicit estimating allowance, not a measured cut. Actual support span, connection, drain opening and application require confirmation. No W members counted here. Four end clips, one at each longitudinal angle end; 6-inch clip length is an estimating assumption, not specified in detail. |
| P3263-RD-S1-LONG | S24 | L4X4X3/8 | 2 | 196.0 | One of four drain frames or one hatch frame. Typical 2/S0.3 angle scheme only; 10-foot support span is the typical-detail MAXIMUM used as an explicit estimating allowance, not a measured cut. Actual support span, connection, drain opening and application require confirmation. No W members counted here. Two support-to-support angles per frame. |
| P3263-RD-S1-CROSS | S24 | L4X4X3/8 | 2 | 58.8 | One of four drain frames or one hatch frame. Typical 2/S0.3 angle scheme only; 10-foot support span is the typical-detail MAXIMUM used as an explicit estimating allowance, not a measured cut. Actual support span, connection, drain opening and application require confirmation. No W members counted here. Drain cross-member cut assumed 3 feet, the typical maximum opening width; MEP size remains unresolved. |
| P3263-RD-S1-CLIP | S24 | L5X3-1/2X5/16 | 4 | 17.4 | One of four drain frames or one hatch frame. Typical 2/S0.3 angle scheme only; 10-foot support span is the typical-detail MAXIMUM used as an explicit estimating allowance, not a measured cut. Actual support span, connection, drain opening and application require confirmation. No W members counted here. Four end clips, one at each longitudinal angle end; 6-inch clip length is an estimating assumption, not specified in detail. |
| P3263-RD-S2-LONG | S24 | L4X4X3/8 | 2 | 196.0 | One of four drain frames or one hatch frame. Typical 2/S0.3 angle scheme only; 10-foot support span is the typical-detail MAXIMUM used as an explicit estimating allowance, not a measured cut. Actual support span, connection, drain opening and application require confirmation. No W members counted here. Two support-to-support angles per frame. |
| P3263-RD-S2-CROSS | S24 | L4X4X3/8 | 2 | 58.8 | One of four drain frames or one hatch frame. Typical 2/S0.3 angle scheme only; 10-foot support span is the typical-detail MAXIMUM used as an explicit estimating allowance, not a measured cut. Actual support span, connection, drain opening and application require confirmation. No W members counted here. Drain cross-member cut assumed 3 feet, the typical maximum opening width; MEP size remains unresolved. |
| P3263-RD-S2-CLIP | S24 | L5X3-1/2X5/16 | 4 | 17.4 | One of four drain frames or one hatch frame. Typical 2/S0.3 angle scheme only; 10-foot support span is the typical-detail MAXIMUM used as an explicit estimating allowance, not a measured cut. Actual support span, connection, drain opening and application require confirmation. No W members counted here. Four end clips, one at each longitudinal angle end; 6-inch clip length is an estimating assumption, not specified in detail. |
| P3263-HATCH-LONG | S26 | L4X4X3/8 | 2 | 196.0 | One of four drain frames or one hatch frame. Typical 2/S0.3 angle scheme only; 10-foot support span is the typical-detail MAXIMUM used as an explicit estimating allowance, not a measured cut. Actual support span, connection, drain opening and application require confirmation. No W members counted here. Two support-to-support angles per frame. |
| P3263-HATCH-CROSS | S26 | L4X4X3/8 | 2 | 58.8 | One of four drain frames or one hatch frame. Typical 2/S0.3 angle scheme only; 10-foot support span is the typical-detail MAXIMUM used as an explicit estimating allowance, not a measured cut. Actual support span, connection, drain opening and application require confirmation. No W members counted here. Hatch opening is 3 x 2.5 feet; assume 3-foot cross members. |
| P3263-HATCH-CLIP | S26 | L5X3-1/2X5/16 | 4 | 17.4 | One of four drain frames or one hatch frame. Typical 2/S0.3 angle scheme only; 10-foot support span is the typical-detail MAXIMUM used as an explicit estimating allowance, not a measured cut. Actual support span, connection, drain opening and application require confirmation. No W members counted here. Four end clips, one at each longitudinal angle end; 6-inch clip length is an estimating assumption, not specified in detail. |