Quality Management System (QMS)
Overview
The Quality Management System is a formal, three-phase construction quality framework organized by CSI division and trade. It ensures specification compliance, minimizes rework costs, and creates comprehensive, auditable quality records for every phase of construction.
Primary Purpose: Convert design intent and specifications into built reality with zero defects and full documentation.
Scope: Applies to all trades and materials from foundation through final punch-list closeout.
Key Outcomes:
- Reduction in rework cost (target: <2% of contract value)
- First-Pass Inspection Rate (FPIR) above 90%
- Zero code violations at final inspection
- Complete digital quality trail for O&M handoff
QMS Philosophy: Three Pillars
1. Prevention (Pre-Installation)
Quality built in from the beginning. Before any work starts:
- Verify all materials meet specification
- Confirm crews understand acceptance criteria
- Complete prep work to documented standards
- Ensure MEP coordination is resolved
- Review and approve all submittals
- Identify and resolve clashes before installation
Prevention Cost: Investment in planning, verification, and coordination = lowest cost to quality.
2. Conformance (Installation Monitoring)
Real-time quality control during construction:
- Daily observation by field leadership and trade foremen
- In-progress measurements and testing
- Immediate corrective action when non-conformance detected
- Photo documentation of critical phases
- Hold points verified before proceeding
- Test data recorded and trended
Conformance Cost: Active supervision and testing = moderate cost, prevents rework.
3. Documentation (Post-Installation)
Permanent quality record:
- Final inspection checklists signed and filed
- Test reports and material certs retained
- Deficiencies resolved and verified
- As-built data verified
- Warranty and startup documentation complete
- O&M team trained on quality standards
Documentation Cost: Low (mostly administrative), enables warranty support and operations.
Three-Phase Inspection Structure by Trade
Each major trade follows a standardized three-phase inspection protocol: Pre-Installation (setup), Installation (monitoring), and Post-Installation (verification).
CONCRETE (CSI 03 30 00)
Phase 1: Pre-Installation Inspection
| Item |
Acceptance Criteria |
Method |
Spec Ref |
| Formwork alignment |
±1/4" plumb/level (ACI 117) |
Laser level / sight |
03 30 00 |
| Formwork bracing |
Adequate for loads, no deflection |
Visual / load calc review |
03 30 00 |
| Rebar spacing |
Within ±1/4" of dimensions |
Measurement / template |
03 20 00 |
| Rebar cover |
Min cover per plans verified |
Measurement at corners |
03 20 00 |
| Embedments |
Location within 1" of plan |
Measurement / photo |
03 20 00 |
| Mix design approval |
Wells Concrete formula approved |
Documentation review |
03 30 00 |
| Weather check |
Min 40F rising, no rain forecast |
Weather forecast / thermometer |
03 30 00 |
| Concrete source |
Mill cert on file, slump range known |
Documentation review |
03 30 00 |
| Reinforcing placement |
Clear of formwork, secured |
Visual / photo |
03 20 00 |
| Curing compound staged |
Material on site, application plan ready |
Visual |
03 30 00 |
Phase 2: Installation Checklist
| Item |
Acceptance Criteria |
Method |
Frequency |
| Slump test |
Within ±1" of target (typically 4-5") |
Slump cone per ASTM C143 |
Each truck |
| Air content |
4-6% per mix design ±1% |
Pressure meter per ASTM C173 |
Each truck |
| Temperature |
Above 40F, below 90F |
Thermometer in truck |
Each truck |
| Vibration pattern |
No segregation, full consolidation |
Visual observation |
Continuous |
| Surface leveling |
No excessive settlement before set |
Straightedge / laser |
After placement |
| Curing initiation |
Misting started or compound applied |
Visual |
Immediately |
| Test cylinder casting |
1 set per 50 CY (2 cylinders at 7d, 1 at 28d) |
Per ASTM C31 |
Each 50 CY |
| Honeycombing check |
None visible, minor voids <0.5" |
Visual inspection |
Continuous |
| Formwork removal timing |
No removal until strength verified |
Test cylinder break schedule |
Per ACI |
| Cure duration |
Min 7 days moist cure (or as calculated) |
Project calendar |
Monitored |
Phase 3: Post-Installation Verification
| Item |
Acceptance Criteria |
Method |
Spec Ref |
| Curing duration verified |
7-day cure complete per ACI 308 |
Documentation / calendar |
03 30 00 |
| Surface finish |
No honeycombing, texture per plans |
Visual / photo |
03 30 00 |
| Tolerances verified |
Flatness/levelness per ACI 117 |
Straightedge / laser transit |
03 30 00 |
| Embedded items |
All penetrations sealed, sleeves verified |
Visual / checklist |
03 20 00 |
| Test results |
28-day cylinder strength ≥ spec (4000 PSI) |
Break report review |
03 30 00 |
| Rebar exposure |
None visible, no rust staining |
Visual |
03 20 00 |
| Final acceptance |
Superintendent and GC approval |
Signature on checklist |
— |
STRUCTURAL STEEL / PEMB (CSI 05)
Phase 1: Pre-Installation
| Item |
Acceptance Criteria |
Method |
Spec Ref |
| Anchor bolt survey |
All bolts within 1/2" of template |
Transit survey by surveyor |
05 12 00 |
| Material certs |
Mill test reports for all structural steel |
Review MMIS / certs |
05 12 00 |
| Connection detail approval |
All details reviewed by architect |
Document review |
05 12 00 |
| Lift plan approval |
Lift plan stamped by PE, reviewed |
Plan review |
Safety |
| Bolt type / grade verification |
F1554 Gr36 (anchor), A325/A490 (connections) |
Cert review / tagging |
05 12 00 |
| Hoist equipment staged |
Crane tested, certified, on site |
Visual / cert review |
Safety |
| Weather clearance |
Wind forecast <25 mph, no rain |
Weather service |
Safety |
| Site access verified |
Staging area clear, access established |
Visual |
Safety |
| Personnel training |
Ironworkers and hoistmen briefed |
Sign-in sheet |
Safety |
Phase 2: Installation
| Item |
Acceptance Criteria |
Method |
Frequency |
| Bolt torque |
Wrench value per F1554 spec chart |
Calibrated torque wrench |
Each bolt |
| Connection alignment |
±1/4" plumb/level, within tolerance |
Transit / laser level |
Per frame |
| Bolt snugness |
Hand-tight on all bolts before tension |
Visual / torque check |
Staged |
| Weld quality (if SJI deck) |
Per AISC D1.1 / AWS D1.3 |
Visual / UT if required |
Per weld |
| Member plumbness |
Columns within 1:500 |
Transit/laser |
Per frame |
| Connection tightness |
No movement when tapped |
Tap test / torque check |
Per connection |
| Paint curing |
No interference with bolting |
Visual |
If wet paint |
| Bracing sequence |
Erected per lift plan sequence |
Observation |
Progressive |
Phase 3: Post-Installation
| Item |
Acceptance Criteria |
Method |
Spec Ref |
| Final bolt inspection |
All bolts tight, thread visible |
Torque spot check (10%) |
05 12 00 |
| Plumbness verification |
±1/4" overall building plumb |
Transit survey |
05 12 00 |
| Paint touch-up |
All connections and damaged areas |
Visual inspection |
05 12 00 |
| Fireproofing applied (if req'd) |
Full coverage per spray plan |
Visual / thickness probe |
Division 07 |
| Hardware attachment |
All trim, wind bracing secured |
Visual checklist |
05 12 00 |
| Final acceptance |
SE sign-off on structural completion |
Plan review / letter |
05 12 00 |
CFS FRAMING & GYPSUM BOARD (CSI 09)
Phase 1: Pre-Installation
| Item |
Acceptance Criteria |
Method |
Spec Ref |
| Stud spacing layout |
16" OC verified per plans |
Measurement / marking |
09 22 00 |
| Stud grade / gauge |
20-gauge minimum, 3-5/8" or 6" |
Mill cert / label review |
09 22 00 |
| Board type verification |
Type X fire-rated in required areas |
Review purchase orders |
09 29 00 |
| Backing/blocking installed |
All locations ready for MEP |
Visual checklist |
09 22 00 |
| MEP rough-in clearance |
All MEP complete or approved to proceed |
Punch-out walk |
Division 21-28 |
| Weather protection |
No exposed board, site enclosed |
Visual |
09 29 00 |
| Material staging |
Board stored flat, elevated off deck |
Visual |
09 29 00 |
| Moisture meter on hand |
Baseline moisture readings documented |
Meter calibration check |
09 29 00 |
Phase 2: Installation
| Item |
Acceptance Criteria |
Method |
Frequency |
| Fastener spacing |
Screws 16" OC walls / 12" OC ceilings |
Measurement / visual |
Per 500 SF |
| Joint tape placement |
Centered, wrinkle-free |
Visual |
Per 1000 SF |
| Joint compound application |
Smooth feather, consistent thickness |
Visual / straightedge |
Per joint |
| Corner bead |
Straight, no lips, fastened every 12" |
Straightedge check |
Per 500 SF |
| Fire-stopping installed |
Caulk at all penetrations, per detail |
Visual checklist |
Continuous |
| Control joints |
Installed per spec (typically 30' max) |
Measurement |
Per wall |
| Drying time observed |
Minimum 24 hr between coats |
Time log / observation |
Between coats |
| Moisture monitoring |
Readings <12% during application |
Moisture meter |
Daily |
| Sanding schedule |
Smooth finish, dust collected |
Observation |
Per coat |
Phase 3: Post-Installation
| Item |
Acceptance Criteria |
Method |
Spec Ref |
| Finish level |
L3 or L4 (project spec requirement) |
Rake light / photo |
09 29 00 |
| Fire rating cert |
Documentation for fire-rated areas |
Certificate file review |
Division 07 |
| Corner bead straight |
Minimal lippage, no shadows |
Rake light / visual |
09 29 00 |
| Surface smoothness |
No ridges, uniform reflectance |
Rake light |
09 29 00 |
| Penetration sealing |
All outlets, pipes, ducts sealed |
Visual |
Division 07 |
| Final touch-up |
All dings/gouges repaired |
Paint coverage verification |
09 29 00 |
| Acceptance |
GC and drywall sub sign-off |
Checklist signature |
— |
ROOFING & BUILDING ENVELOPE (CSI 07)
Phase 1: Pre-Installation
| Item |
Acceptance Criteria |
Method |
Spec Ref |
| Substrate condition |
Clean, dry, structurally sound |
Visual / moisture test |
07 15 00 |
| Moisture test |
Calcium chloride <3 lbs/1000 SF |
ASTM F1869 test |
07 15 00 |
| Insulation installed |
Per plan, joints staggered, no compression |
Visual inspection |
07 21 00 |
| Flashing substrate prep |
Substrate clean, primer ready |
Visual |
07 65 00 |
| Weather window |
3-day clear forecast, min 40F |
Weather service |
07 31 00 |
| Manufacturer rep on hand |
Inspection/warranty witness available |
Sign-in |
07 31 00 |
| Membrane rolls staged |
At room temp (>50F), labeled correctly |
Visual staging check |
07 31 00 |
| SWPPP protection |
Erosion control in place |
Visual |
— |
Phase 2: Installation
| Item |
Acceptance Criteria |
Method |
Frequency |
| Membrane seam integrity |
Seams sealed per mfr (hot mop / adhesive) |
Visual / peel test |
Per 500 SF |
| Flashing detail adherence |
Detail drawings followed exactly |
Visual / photo |
Per detail |
| Expansion joint treatment |
Flashing detail per drawing |
Visual |
Per joint |
| Fastener pattern |
Pattern per mfr specification |
Measurement |
Per 1000 SF |
| Roof slope verification |
Slope to drains per plan (1:12 typical) |
Level check / observation |
Continuous |
| Pipe boot installation |
Sealed, no gaps, proper clearance |
Visual |
Per penetration |
| HVAC curb sealing |
Flashing sealed, no voids |
Visual / photo |
Per curb |
| Weather protection |
No rain on exposed membrane |
Weather monitoring |
Continuous |
Phase 3: Post-Installation
| Item |
Acceptance Criteria |
Method |
Spec Ref |
| Flood test (if required) |
Water retained for 24-48 hr, no leaks |
Visual / inspection |
07 31 00 |
| Final walkdown |
Mfr witness present, no punctures/damage |
Visual / photo |
07 31 00 |
| Penetration sealing |
All boots and flashing sealed |
Visual checklist |
07 65 00 |
| Surface cleanliness |
Debris removed, surface clean |
Visual |
07 31 00 |
| Warranty documentation |
Mfr warranty issued |
Certificate file |
07 31 00 |
| Final acceptance |
GC and mfr sign-off |
Punch checklist |
— |
MEP SYSTEMS (CSI 21-28)
Phase 1: Pre-Installation (Mechanical, Electrical, Plumbing)
| Item |
Acceptance Criteria |
Method |
Spec Ref |
| Routing per plans |
2D/3D routing review complete |
Drawing review / walk-down |
21-28 |
| Hanger spacing calculated |
Per code and load (typically 4-6' for pipes) |
Calc sheet review |
21-28 |
| Code review complete |
MEP plans reviewed against IBC / NEC |
Plan review |
21-28 |
| Penetration layout approved |
Locations verified on structure |
Drawing review / mark-up |
21-28 |
| Material specs verified |
Pipe grade, fittings, wire gauge on site |
Purchase order review |
21-28 |
| Coordination with GWB |
Rough-in sequence planned before board |
MEP/drywall meeting notes |
09-21 |
| Equipment staging |
Major equipment on site or scheduled |
Delivery tracking |
21-28 |
| Support / fastening ready |
Hangers staged, fasteners available |
Visual |
21-28 |
Phase 2: Installation
| Item |
Acceptance Criteria |
Method |
Frequency |
| Line sizing |
Per plans, no undersizing |
Observation |
Per run |
| Slope verification |
DWV slopes 1/4" per ft, hot water to load |
Level check |
Per 50 ft |
| Hanger spacing |
Per code, supports secured |
Measurement / visual |
Per 6 feet |
| Pressure testing |
Hydrostatic test per code, no leaks |
Pressure gauge / timer |
Per 500 SF |
| Sealing at penetrations |
Caulk/firestopping installed immediately |
Visual |
Per penetration |
| Ductwork seal |
Duct sealed per SMACNA, no leaks |
Visual / duct seal verification |
Per connection |
| Insulation thickness |
R-value per plans verified |
Measurement |
Per 500 ft |
| Labeling |
Pipe labels, duct ID per drawings |
Visual checklist |
Continuous |
| Electrical clearances |
Proper separation from other trades |
Visual |
Per run |
Phase 3: Post-Installation
| Item |
Acceptance Criteria |
Method |
Spec Ref |
| System pressure test |
Final pressure hold, documented |
Test gauge / report |
21-28 |
| Functional testing |
All systems operate per spec |
Operation verification |
21-28 |
| Balancing report |
HVAC balanced, airflow per plan |
Balance contractor report |
21-28 |
| Start-up documentation |
Equipment manuals, settings documented |
O&M manual verification |
21-28 |
| Commissioning prep |
Systems ready for handoff |
Checklist completion |
21-28 |
| Final acceptance |
Trade contractor and GC sign-off |
Punch completion |
— |
FLOORING (CSI 09 65 00)
Phase 1: Pre-Installation
| Item |
Acceptance Criteria |
Method |
Spec Ref |
| Substrate moisture test |
Calcium chloride <3 lbs/1000 SF (wood), <4 (concrete) |
ASTM F1869 |
09 65 00 |
| Levelness check |
FF/FL per spec (typically 3/10" in 10 ft) |
Self-leveling floor check |
09 65 00 |
| Acclimation period |
Material at room temp (68-75F), 48+ hours |
Observation / documentation |
09 65 00 |
| Adhesive compatibility |
Confirmed with substrate and material |
Mfr spec review |
09 65 00 |
| Subfloor prep |
Clean, no dust, imperfections filled |
Visual inspection |
09 65 00 |
| Pattern layout |
Layout marked, seams planned |
Mark-up / photo |
09 65 00 |
| Primer applied (if req'd) |
Substrate primed per mfr spec |
Visual |
09 65 00 |
Phase 2: Installation
| Item |
Acceptance Criteria |
Method |
Frequency |
| Pattern layout |
Seams placed per plan, cuts planned |
Visual observation |
Per 500 SF |
| Adhesive spread rate |
Per mfr spec (typically 1/16" or 1/8" notch) |
Trowel observation / documentation |
Per 1000 SF |
| Seam placement |
No bunching, pattern consistent |
Visual / measurement |
Per seam |
| Roller weight |
Per mfr spec (typically 100-150 lbs) |
Observation |
Per 500 SF |
| Ambient conditions |
Temperature 65-85F, humidity 30-60% |
Thermometer / hygrometer |
Continuous |
| Material temperature |
At room temp, not cold |
Touch check |
Continuous |
| Walking time |
Observed before foot traffic allowed |
Observation / signage |
As required |
Phase 3: Post-Installation
| Item |
Acceptance Criteria |
Method |
Spec Ref |
| Seam integrity |
Seams bonded, no lifting or curling |
Pull test / visual |
09 65 00 |
| Transition strips |
All transitions installed correctly |
Visual / fit check |
09 65 00 |
| Cleaning protocol |
Residual adhesive removed per mfr |
Visual inspection |
09 65 00 |
| Protection plan |
Material protected from traffic |
Signage / observation |
09 65 00 |
| Color consistency |
No shade variation |
Visual / photo |
09 65 00 |
| Final acceptance |
Flooring contractor and GC sign-off |
Checklist signature |
— |
DOORS & HARDWARE (CSI 08)
Phase 1: Pre-Installation
| Item |
Acceptance Criteria |
Method |
Spec Ref |
| Frame plumb/level/square |
±1/8" in height and width |
4-foot level / square |
08 11 00 |
| Hardware blocking installed |
All blocking in place for hardware |
Observation against blocking chart |
08 70 00 |
| Finish wall complete |
Surrounding wall finished before door |
Visual (drywall prime/paint complete) |
09 29 00 |
| Clearances verified |
ADA clearances confirmed if required |
Measurement per ADA guidelines |
08 11 00 |
| Frame material certs |
Metal frame mill certs on file |
Documentation review |
08 11 00 |
| Door slab certification |
Fire rating certs for fire-rated doors |
Certificate file |
08 14 00 |
| Hinges and closer staging |
Correct type/function staged |
Observation / count |
08 70 00 |
Phase 2: Installation
| Item |
Acceptance Criteria |
Method |
Frequency |
| Frame installation |
Plumb/level, shims tight, fastened every 16" |
4-foot level / observation |
Per frame |
| Door slab hang |
Aligned, hinges torqued correctly |
Visual / swing test |
Per door |
| Hardware template alignment |
Drill holes per template, no deviation |
Template use observation |
Per opening |
| Closer adjustment |
Closing speed and latching verified |
Function test (close/latch/release) |
Per closer |
| Lock function test |
Keyless/key operation smooth |
Operation test |
Per lock |
| ADA compliance |
Lever handles, no stiff hinges if required |
Operational test per ADA |
Per opening |
| Fire-rated assembly |
Gaskets and seals installed |
Visual / detail verification |
Per fire-rated door |
Phase 3: Post-Installation
| Item |
Acceptance Criteria |
Method |
Spec Ref |
| Operation smooth |
Door swings freely, closes smoothly |
Operation test |
08 11 00 |
| Fire-rated assembly complete |
Gaskets, seals, closers all in place |
Visual checklist |
Division 07 |
| Keying schedule verified |
All locks keyed per master key system |
Key test / documentation |
08 70 00 |
| Hardware functional |
All hardware operates per spec (openers, stops, holders) |
Operation test |
08 70 00 |
| Finish unblemished |
No scratches, dents, or damage |
Visual inspection |
08 14 00 |
| Final acceptance |
Door hardware contractor and GC sign-off |
Checklist signature |
— |
PAINT & COATINGS (CSI 09 91 00)
Phase 1: Pre-Installation
| Item |
Acceptance Criteria |
Method |
Spec Ref |
| Surface prep complete |
Sanding, filling, sanding complete to L3/L4 |
Visual / sand/fill verification |
09 91 00 |
| Primer compatibility |
Primer type matches substrate and topcoat |
Spec/mfr documentation review |
09 91 00 |
| Temperature check |
Between 50-90F, ideally 60-75F |
Thermometer |
09 91 00 |
| Humidity check |
Between 30-85% RH |
Hygrometer |
09 91 00 |
| Masking complete |
All trim, glass, hardware protected |
Visual inspection |
09 91 00 |
| Material temperature |
Paint at room temp (>50F) |
Observation |
09 91 00 |
| Surface wetness |
Surface completely dry, no condensation |
Touch / observation |
09 91 00 |
Phase 2: Installation
| Item |
Acceptance Criteria |
Method |
Frequency |
| Mil thickness |
Wet mil per plan, typically 3-4 mils |
Wet mil gauge |
Per 1000 SF |
| Coverage uniformity |
No thin spots, consistent color |
Visual observation |
Per 500 SF |
| Cut lines |
Straight lines, no bleed-through |
Straightedge / visual |
Per edge |
| Drying time observed |
Minimum between coats per mfr (typically 4-8 hrs) |
Time log / observation |
Between coats |
| No runs/sags |
Surface smooth, no sagging paint |
Visual |
Per 500 SF |
| No holidays |
Complete coverage, no bare spots |
Visual inspection under light |
Per 500 SF |
| Brush marks minimal |
Smooth finish per spec level |
Visual / rake light |
Per 500 SF |
| Ventilation adequate |
Paint fumes evacuated, workspace safe |
Observation / fan use |
Continuous |
Phase 3: Post-Installation
| Item |
Acceptance Criteria |
Method |
Spec Ref |
| Touch-up complete |
All dings from construction touchup done |
Visual checklist |
09 91 00 |
| Color match verified |
Final color matches approved samples |
Side-by-side visual |
09 91 00 |
| Sheen consistent |
Uniform gloss across all surfaces |
Visual raking light |
09 91 00 |
| No runs/sags/holidays |
Final surface uniform and complete |
Final visual inspection |
09 91 00 |
| Surface cleanliness |
Dust removed, surface clean |
Visual |
09 91 00 |
| Final acceptance |
Painter and GC sign-off |
Checklist signature |
— |
Project Intelligence Integration
When project intelligence is loaded, auto-populate QMS checklists, hold points, and inspection requirements from extracted project data instead of requiring manual lookup.
Spec-Based Checklist Generation
Generate trade-specific checklists from specifications:
- Read
specs-quality.json → spec_sections[] → for each CSI division, pull testing requirements, acceptance criteria, and QC checkpoints
- Auto-populate Phase 1/2/3 checklist items with spec-specific tolerances and methods
- Example: Division 03 spec requires 4000 PSI 28-day strength → auto-set concrete Phase 3 acceptance criteria to "28-day cylinder strength >= 4000 PSI"
Hold Point Awareness
Auto-populate pre-installation verification requirements:
- Read
specs-quality.json → hold_points[] → identify mandatory hold points for the current work phase
- Flag upcoming hold points that require Building Official or third-party inspection sign-off before proceeding
- Cross-reference
inspection-log.json → verify hold point inspection status (scheduled/pass/fail)
- Example: HP-007 (anchor bolt survey) must clear before PEMB erection → flag if not yet passed
Location Mapping
Resolve inspection locations to structured references:
- Read
plans-spatial.json → room_schedule[] + building_areas[] → resolve inspection area to grid references and floor levels
- Auto-populate the inspection location field with structured grid/area/room data
- Example: "Kitchen area" → Grid C-4, Level 1, Building Area: West Wing, Room 103
Subcontractor QC Contact
Identify the responsible QC representative for each trade:
- Read
directory.json → subcontractors[] → for the trade being inspected, pull the sub's QC contact and foreman information
- Auto-populate the "Responsible Party" field on inspection checklists
- Example: CFS framing inspection → EKD QC rep: contact info from directory.json
Historical Quality Data
Pull trending data to inform current inspections:
- Read
quality-data.json → quality_metrics → pull FPIR (First-Pass Inspection Rate) trends per trade
- Read
quality-data.json → corrective_actions[] → surface recurring corrective actions for the current trade
- Flag trades with FPIR below 85% for increased inspection frequency
- Example: W Principles FPIR trending at 82% → recommend additional pre-pour inspection checkpoints
Drawing Reference
Link QC inspections to relevant construction documents:
- Read
plans-spatial.json → sheet_cross_references[] → match the inspection location and trade to relevant detail drawings
- Auto-populate "Reference Drawing" field on inspection checklists
- Example: Foundation rebar inspection at Grid X-2 → Reference Sheet S-1.1 (Foundation Plan), Detail 3/S-1.2
Material Test Result Verification
Read quality-data.json → test_results[]
- Before approving any inspection involving concrete, steel, soil, or welding, check
quality-data.json → test_results[] for the relevant material/trade
- Concrete: Verify 7-day and 28-day compressive strength results meet spec requirements from
specs-quality.json → acceptance_criteria[]
- Steel: Verify mill test reports (MTRs) on file with correct grade and heat lot traceability
- Soil: Verify compaction test results meet specified percent compaction before proceeding with foundation work
- Welding: Verify NDT inspection results for structural connections before cover-up
- Cross-reference test specimen IDs against
procurement-log.json → delivery_tickets[] to confirm material traceability
- Flag any test failures or pending results that could affect inspection approval
Extended reference: Detailed examples, templates, scoring rubrics, and best practices are in references/skill-detail.md.
1---2name: quality-management3description: Formal Quality Management System (QMS) with three-phase inspection checklists (pre-installation, installation, post-installation) organized by CSI division and trade. Provides specification compliance verification, Inspection and Test Plans (ITP), corrective action tracking, and quality metrics reporting. Integrates with inspection-tracker, sub-performance, and daily reports. Triggers: "quality checklist", "QMS", "pre-install checklist", "three-phase inspection", "quality verification", "ITP", "inspection test plan", "quality control", "quality assurance", "QA/QC", "pre-install", "post-install", "quality report", "first-time quality", "rework tracking".4---56# Quality Management System (QMS)78## Overview910The Quality Management System is a formal, three-phase construction quality framework organized by CSI division and trade. It ensures specification compliance, minimizes rework costs, and creates comprehensive, auditable quality records for every phase of construction.1112**Primary Purpose**: Convert design intent and specifications into built reality with zero defects and full documentation.1314**Scope**: Applies to all trades and materials from foundation through final punch-list closeout.1516**Key Outcomes**:17- Reduction in rework cost (target: <2% of contract value)18- First-Pass Inspection Rate (FPIR) above 90%19- Zero code violations at final inspection20- Complete digital quality trail for O&M handoff2122---2324## QMS Philosophy: Three Pillars2526### 1. Prevention (Pre-Installation)2728Quality built in from the beginning. Before any work starts:29- Verify all materials meet specification30- Confirm crews understand acceptance criteria31- Complete prep work to documented standards32- Ensure MEP coordination is resolved33- Review and approve all submittals34- Identify and resolve clashes before installation3536**Prevention Cost**: Investment in planning, verification, and coordination = lowest cost to quality.3738### 2. Conformance (Installation Monitoring)3940Real-time quality control during construction:41- Daily observation by field leadership and trade foremen42- In-progress measurements and testing43- Immediate corrective action when non-conformance detected44- Photo documentation of critical phases45- Hold points verified before proceeding46- Test data recorded and trended4748**Conformance Cost**: Active supervision and testing = moderate cost, prevents rework.4950### 3. Documentation (Post-Installation)5152Permanent quality record:53- Final inspection checklists signed and filed54- Test reports and material certs retained55- Deficiencies resolved and verified56- As-built data verified57- Warranty and startup documentation complete58- O&M team trained on quality standards5960**Documentation Cost**: Low (mostly administrative), enables warranty support and operations.6162---6364## Three-Phase Inspection Structure by Trade6566Each major trade follows a standardized three-phase inspection protocol: Pre-Installation (setup), Installation (monitoring), and Post-Installation (verification).6768### CONCRETE (CSI 03 30 00)6970**Phase 1: Pre-Installation Inspection**7172| Item | Acceptance Criteria | Method | Spec Ref |73|------|-------------------|--------|----------|74| Formwork alignment | ±1/4" plumb/level (ACI 117) | Laser level / sight | 03 30 00 |75| Formwork bracing | Adequate for loads, no deflection | Visual / load calc review | 03 30 00 |76| Rebar spacing | Within ±1/4" of dimensions | Measurement / template | 03 20 00 |77| Rebar cover | Min cover per plans verified | Measurement at corners | 03 20 00 |78| Embedments | Location within 1" of plan | Measurement / photo | 03 20 00 |79| Mix design approval | Wells Concrete formula approved | Documentation review | 03 30 00 |80| Weather check | Min 40F rising, no rain forecast | Weather forecast / thermometer | 03 30 00 |81| Concrete source | Mill cert on file, slump range known | Documentation review | 03 30 00 |82| Reinforcing placement | Clear of formwork, secured | Visual / photo | 03 20 00 |83| Curing compound staged | Material on site, application plan ready | Visual | 03 30 00 |8485**Phase 2: Installation Checklist**8687| Item | Acceptance Criteria | Method | Frequency |88|------|-------------------|--------|-----------|89| Slump test | Within ±1" of target (typically 4-5") | Slump cone per ASTM C143 | Each truck |90| Air content | 4-6% per mix design ±1% | Pressure meter per ASTM C173 | Each truck |91| Temperature | Above 40F, below 90F | Thermometer in truck | Each truck |92| Vibration pattern | No segregation, full consolidation | Visual observation | Continuous |93| Surface leveling | No excessive settlement before set | Straightedge / laser | After placement |94| Curing initiation | Misting started or compound applied | Visual | Immediately |95| Test cylinder casting | 1 set per 50 CY (2 cylinders at 7d, 1 at 28d) | Per ASTM C31 | Each 50 CY |96| Honeycombing check | None visible, minor voids <0.5" | Visual inspection | Continuous |97| Formwork removal timing | No removal until strength verified | Test cylinder break schedule | Per ACI |98| Cure duration | Min 7 days moist cure (or as calculated) | Project calendar | Monitored |99100**Phase 3: Post-Installation Verification**101102| Item | Acceptance Criteria | Method | Spec Ref |103|------|-------------------|--------|----------|104| Curing duration verified | 7-day cure complete per ACI 308 | Documentation / calendar | 03 30 00 |105| Surface finish | No honeycombing, texture per plans | Visual / photo | 03 30 00 |106| Tolerances verified | Flatness/levelness per ACI 117 | Straightedge / laser transit | 03 30 00 |107| Embedded items | All penetrations sealed, sleeves verified | Visual / checklist | 03 20 00 |108| Test results | 28-day cylinder strength ≥ spec (4000 PSI) | Break report review | 03 30 00 |109| Rebar exposure | None visible, no rust staining | Visual | 03 20 00 |110| Final acceptance | Superintendent and GC approval | Signature on checklist | — |111112---113114### STRUCTURAL STEEL / PEMB (CSI 05)115116**Phase 1: Pre-Installation**117118| Item | Acceptance Criteria | Method | Spec Ref |119|------|-------------------|--------|----------|120| Anchor bolt survey | All bolts within 1/2" of template | Transit survey by surveyor | 05 12 00 |121| Material certs | Mill test reports for all structural steel | Review MMIS / certs | 05 12 00 |122| Connection detail approval | All details reviewed by architect | Document review | 05 12 00 |123| Lift plan approval | Lift plan stamped by PE, reviewed | Plan review | Safety |124| Bolt type / grade verification | F1554 Gr36 (anchor), A325/A490 (connections) | Cert review / tagging | 05 12 00 |125| Hoist equipment staged | Crane tested, certified, on site | Visual / cert review | Safety |126| Weather clearance | Wind forecast <25 mph, no rain | Weather service | Safety |127| Site access verified | Staging area clear, access established | Visual | Safety |128| Personnel training | Ironworkers and hoistmen briefed | Sign-in sheet | Safety |129130**Phase 2: Installation**131132| Item | Acceptance Criteria | Method | Frequency |133|------|-------------------|--------|-----------|134| Bolt torque | Wrench value per F1554 spec chart | Calibrated torque wrench | Each bolt |135| Connection alignment | ±1/4" plumb/level, within tolerance | Transit / laser level | Per frame |136| Bolt snugness | Hand-tight on all bolts before tension | Visual / torque check | Staged |137| Weld quality (if SJI deck) | Per AISC D1.1 / AWS D1.3 | Visual / UT if required | Per weld |138| Member plumbness | Columns within 1:500 | Transit/laser | Per frame |139| Connection tightness | No movement when tapped | Tap test / torque check | Per connection |140| Paint curing | No interference with bolting | Visual | If wet paint |141| Bracing sequence | Erected per lift plan sequence | Observation | Progressive |142143**Phase 3: Post-Installation**144145| Item | Acceptance Criteria | Method | Spec Ref |146|------|-------------------|--------|----------|147| Final bolt inspection | All bolts tight, thread visible | Torque spot check (10%) | 05 12 00 |148| Plumbness verification | ±1/4" overall building plumb | Transit survey | 05 12 00 |149| Paint touch-up | All connections and damaged areas | Visual inspection | 05 12 00 |150| Fireproofing applied (if req'd) | Full coverage per spray plan | Visual / thickness probe | Division 07 |151| Hardware attachment | All trim, wind bracing secured | Visual checklist | 05 12 00 |152| Final acceptance | SE sign-off on structural completion | Plan review / letter | 05 12 00 |153154---155156### CFS FRAMING & GYPSUM BOARD (CSI 09)157158**Phase 1: Pre-Installation**159160| Item | Acceptance Criteria | Method | Spec Ref |161|------|-------------------|--------|----------|162| Stud spacing layout | 16" OC verified per plans | Measurement / marking | 09 22 00 |163| Stud grade / gauge | 20-gauge minimum, 3-5/8" or 6" | Mill cert / label review | 09 22 00 |164| Board type verification | Type X fire-rated in required areas | Review purchase orders | 09 29 00 |165| Backing/blocking installed | All locations ready for MEP | Visual checklist | 09 22 00 |166| MEP rough-in clearance | All MEP complete or approved to proceed | Punch-out walk | Division 21-28 |167| Weather protection | No exposed board, site enclosed | Visual | 09 29 00 |168| Material staging | Board stored flat, elevated off deck | Visual | 09 29 00 |169| Moisture meter on hand | Baseline moisture readings documented | Meter calibration check | 09 29 00 |170171**Phase 2: Installation**172173| Item | Acceptance Criteria | Method | Frequency |174|------|-------------------|--------|-----------|175| Fastener spacing | Screws 16" OC walls / 12" OC ceilings | Measurement / visual | Per 500 SF |176| Joint tape placement | Centered, wrinkle-free | Visual | Per 1000 SF |177| Joint compound application | Smooth feather, consistent thickness | Visual / straightedge | Per joint |178| Corner bead | Straight, no lips, fastened every 12" | Straightedge check | Per 500 SF |179| Fire-stopping installed | Caulk at all penetrations, per detail | Visual checklist | Continuous |180| Control joints | Installed per spec (typically 30' max) | Measurement | Per wall |181| Drying time observed | Minimum 24 hr between coats | Time log / observation | Between coats |182| Moisture monitoring | Readings <12% during application | Moisture meter | Daily |183| Sanding schedule | Smooth finish, dust collected | Observation | Per coat |184185**Phase 3: Post-Installation**186187| Item | Acceptance Criteria | Method | Spec Ref |188|------|-------------------|--------|----------|189| Finish level | L3 or L4 (project spec requirement) | Rake light / photo | 09 29 00 |190| Fire rating cert | Documentation for fire-rated areas | Certificate file review | Division 07 |191| Corner bead straight | Minimal lippage, no shadows | Rake light / visual | 09 29 00 |192| Surface smoothness | No ridges, uniform reflectance | Rake light | 09 29 00 |193| Penetration sealing | All outlets, pipes, ducts sealed | Visual | Division 07 |194| Final touch-up | All dings/gouges repaired | Paint coverage verification | 09 29 00 |195| Acceptance | GC and drywall sub sign-off | Checklist signature | — |196197---198199### ROOFING & BUILDING ENVELOPE (CSI 07)200201**Phase 1: Pre-Installation**202203| Item | Acceptance Criteria | Method | Spec Ref |204|------|-------------------|--------|----------|205| Substrate condition | Clean, dry, structurally sound | Visual / moisture test | 07 15 00 |206| Moisture test | Calcium chloride <3 lbs/1000 SF | ASTM F1869 test | 07 15 00 |207| Insulation installed | Per plan, joints staggered, no compression | Visual inspection | 07 21 00 |208| Flashing substrate prep | Substrate clean, primer ready | Visual | 07 65 00 |209| Weather window | 3-day clear forecast, min 40F | Weather service | 07 31 00 |210| Manufacturer rep on hand | Inspection/warranty witness available | Sign-in | 07 31 00 |211| Membrane rolls staged | At room temp (>50F), labeled correctly | Visual staging check | 07 31 00 |212| SWPPP protection | Erosion control in place | Visual | — |213214**Phase 2: Installation**215216| Item | Acceptance Criteria | Method | Frequency |217|------|-------------------|--------|-----------|218| Membrane seam integrity | Seams sealed per mfr (hot mop / adhesive) | Visual / peel test | Per 500 SF |219| Flashing detail adherence | Detail drawings followed exactly | Visual / photo | Per detail |220| Expansion joint treatment | Flashing detail per drawing | Visual | Per joint |221| Fastener pattern | Pattern per mfr specification | Measurement | Per 1000 SF |222| Roof slope verification | Slope to drains per plan (1:12 typical) | Level check / observation | Continuous |223| Pipe boot installation | Sealed, no gaps, proper clearance | Visual | Per penetration |224| HVAC curb sealing | Flashing sealed, no voids | Visual / photo | Per curb |225| Weather protection | No rain on exposed membrane | Weather monitoring | Continuous |226227**Phase 3: Post-Installation**228229| Item | Acceptance Criteria | Method | Spec Ref |230|------|-------------------|--------|----------|231| Flood test (if required) | Water retained for 24-48 hr, no leaks | Visual / inspection | 07 31 00 |232| Final walkdown | Mfr witness present, no punctures/damage | Visual / photo | 07 31 00 |233| Penetration sealing | All boots and flashing sealed | Visual checklist | 07 65 00 |234| Surface cleanliness | Debris removed, surface clean | Visual | 07 31 00 |235| Warranty documentation | Mfr warranty issued | Certificate file | 07 31 00 |236| Final acceptance | GC and mfr sign-off | Punch checklist | — |237238---239240### MEP SYSTEMS (CSI 21-28)241242**Phase 1: Pre-Installation (Mechanical, Electrical, Plumbing)**243244| Item | Acceptance Criteria | Method | Spec Ref |245|------|-------------------|--------|----------|246| Routing per plans | 2D/3D routing review complete | Drawing review / walk-down | 21-28 |247| Hanger spacing calculated | Per code and load (typically 4-6' for pipes) | Calc sheet review | 21-28 |248| Code review complete | MEP plans reviewed against IBC / NEC | Plan review | 21-28 |249| Penetration layout approved | Locations verified on structure | Drawing review / mark-up | 21-28 |250| Material specs verified | Pipe grade, fittings, wire gauge on site | Purchase order review | 21-28 |251| Coordination with GWB | Rough-in sequence planned before board | MEP/drywall meeting notes | 09-21 |252| Equipment staging | Major equipment on site or scheduled | Delivery tracking | 21-28 |253| Support / fastening ready | Hangers staged, fasteners available | Visual | 21-28 |254255**Phase 2: Installation**256257| Item | Acceptance Criteria | Method | Frequency |258|------|-------------------|--------|-----------|259| Line sizing | Per plans, no undersizing | Observation | Per run |260| Slope verification | DWV slopes 1/4" per ft, hot water to load | Level check | Per 50 ft |261| Hanger spacing | Per code, supports secured | Measurement / visual | Per 6 feet |262| Pressure testing | Hydrostatic test per code, no leaks | Pressure gauge / timer | Per 500 SF |263| Sealing at penetrations | Caulk/firestopping installed immediately | Visual | Per penetration |264| Ductwork seal | Duct sealed per SMACNA, no leaks | Visual / duct seal verification | Per connection |265| Insulation thickness | R-value per plans verified | Measurement | Per 500 ft |266| Labeling | Pipe labels, duct ID per drawings | Visual checklist | Continuous |267| Electrical clearances | Proper separation from other trades | Visual | Per run |268269**Phase 3: Post-Installation**270271| Item | Acceptance Criteria | Method | Spec Ref |272|------|-------------------|--------|----------|273| System pressure test | Final pressure hold, documented | Test gauge / report | 21-28 |274| Functional testing | All systems operate per spec | Operation verification | 21-28 |275| Balancing report | HVAC balanced, airflow per plan | Balance contractor report | 21-28 |276| Start-up documentation | Equipment manuals, settings documented | O&M manual verification | 21-28 |277| Commissioning prep | Systems ready for handoff | Checklist completion | 21-28 |278| Final acceptance | Trade contractor and GC sign-off | Punch completion | — |279280---281282### FLOORING (CSI 09 65 00)283284**Phase 1: Pre-Installation**285286| Item | Acceptance Criteria | Method | Spec Ref |287|------|-------------------|--------|----------|288| Substrate moisture test | Calcium chloride <3 lbs/1000 SF (wood), <4 (concrete) | ASTM F1869 | 09 65 00 |289| Levelness check | FF/FL per spec (typically 3/10" in 10 ft) | Self-leveling floor check | 09 65 00 |290| Acclimation period | Material at room temp (68-75F), 48+ hours | Observation / documentation | 09 65 00 |291| Adhesive compatibility | Confirmed with substrate and material | Mfr spec review | 09 65 00 |292| Subfloor prep | Clean, no dust, imperfections filled | Visual inspection | 09 65 00 |293| Pattern layout | Layout marked, seams planned | Mark-up / photo | 09 65 00 |294| Primer applied (if req'd) | Substrate primed per mfr spec | Visual | 09 65 00 |295296**Phase 2: Installation**297298| Item | Acceptance Criteria | Method | Frequency |299|------|-------------------|--------|-----------|300| Pattern layout | Seams placed per plan, cuts planned | Visual observation | Per 500 SF |301| Adhesive spread rate | Per mfr spec (typically 1/16" or 1/8" notch) | Trowel observation / documentation | Per 1000 SF |302| Seam placement | No bunching, pattern consistent | Visual / measurement | Per seam |303| Roller weight | Per mfr spec (typically 100-150 lbs) | Observation | Per 500 SF |304| Ambient conditions | Temperature 65-85F, humidity 30-60% | Thermometer / hygrometer | Continuous |305| Material temperature | At room temp, not cold | Touch check | Continuous |306| Walking time | Observed before foot traffic allowed | Observation / signage | As required |307308**Phase 3: Post-Installation**309310| Item | Acceptance Criteria | Method | Spec Ref |311|------|-------------------|--------|----------|312| Seam integrity | Seams bonded, no lifting or curling | Pull test / visual | 09 65 00 |313| Transition strips | All transitions installed correctly | Visual / fit check | 09 65 00 |314| Cleaning protocol | Residual adhesive removed per mfr | Visual inspection | 09 65 00 |315| Protection plan | Material protected from traffic | Signage / observation | 09 65 00 |316| Color consistency | No shade variation | Visual / photo | 09 65 00 |317| Final acceptance | Flooring contractor and GC sign-off | Checklist signature | — |318319---320321### DOORS & HARDWARE (CSI 08)322323**Phase 1: Pre-Installation**324325| Item | Acceptance Criteria | Method | Spec Ref |326|------|-------------------|--------|----------|327| Frame plumb/level/square | ±1/8" in height and width | 4-foot level / square | 08 11 00 |328| Hardware blocking installed | All blocking in place for hardware | Observation against blocking chart | 08 70 00 |329| Finish wall complete | Surrounding wall finished before door | Visual (drywall prime/paint complete) | 09 29 00 |330| Clearances verified | ADA clearances confirmed if required | Measurement per ADA guidelines | 08 11 00 |331| Frame material certs | Metal frame mill certs on file | Documentation review | 08 11 00 |332| Door slab certification | Fire rating certs for fire-rated doors | Certificate file | 08 14 00 |333| Hinges and closer staging | Correct type/function staged | Observation / count | 08 70 00 |334335**Phase 2: Installation**336337| Item | Acceptance Criteria | Method | Frequency |338|------|-------------------|--------|-----------|339| Frame installation | Plumb/level, shims tight, fastened every 16" | 4-foot level / observation | Per frame |340| Door slab hang | Aligned, hinges torqued correctly | Visual / swing test | Per door |341| Hardware template alignment | Drill holes per template, no deviation | Template use observation | Per opening |342| Closer adjustment | Closing speed and latching verified | Function test (close/latch/release) | Per closer |343| Lock function test | Keyless/key operation smooth | Operation test | Per lock |344| ADA compliance | Lever handles, no stiff hinges if required | Operational test per ADA | Per opening |345| Fire-rated assembly | Gaskets and seals installed | Visual / detail verification | Per fire-rated door |346347**Phase 3: Post-Installation**348349| Item | Acceptance Criteria | Method | Spec Ref |350|------|-------------------|--------|----------|351| Operation smooth | Door swings freely, closes smoothly | Operation test | 08 11 00 |352| Fire-rated assembly complete | Gaskets, seals, closers all in place | Visual checklist | Division 07 |353| Keying schedule verified | All locks keyed per master key system | Key test / documentation | 08 70 00 |354| Hardware functional | All hardware operates per spec (openers, stops, holders) | Operation test | 08 70 00 |355| Finish unblemished | No scratches, dents, or damage | Visual inspection | 08 14 00 |356| Final acceptance | Door hardware contractor and GC sign-off | Checklist signature | — |357358---359360### PAINT & COATINGS (CSI 09 91 00)361362**Phase 1: Pre-Installation**363364| Item | Acceptance Criteria | Method | Spec Ref |365|------|-------------------|--------|----------|366| Surface prep complete | Sanding, filling, sanding complete to L3/L4 | Visual / sand/fill verification | 09 91 00 |367| Primer compatibility | Primer type matches substrate and topcoat | Spec/mfr documentation review | 09 91 00 |368| Temperature check | Between 50-90F, ideally 60-75F | Thermometer | 09 91 00 |369| Humidity check | Between 30-85% RH | Hygrometer | 09 91 00 |370| Masking complete | All trim, glass, hardware protected | Visual inspection | 09 91 00 |371| Material temperature | Paint at room temp (>50F) | Observation | 09 91 00 |372| Surface wetness | Surface completely dry, no condensation | Touch / observation | 09 91 00 |373374**Phase 2: Installation**375376| Item | Acceptance Criteria | Method | Frequency |377|------|-------------------|--------|-----------|378| Mil thickness | Wet mil per plan, typically 3-4 mils | Wet mil gauge | Per 1000 SF |379| Coverage uniformity | No thin spots, consistent color | Visual observation | Per 500 SF |380| Cut lines | Straight lines, no bleed-through | Straightedge / visual | Per edge |381| Drying time observed | Minimum between coats per mfr (typically 4-8 hrs) | Time log / observation | Between coats |382| No runs/sags | Surface smooth, no sagging paint | Visual | Per 500 SF |383| No holidays | Complete coverage, no bare spots | Visual inspection under light | Per 500 SF |384| Brush marks minimal | Smooth finish per spec level | Visual / rake light | Per 500 SF |385| Ventilation adequate | Paint fumes evacuated, workspace safe | Observation / fan use | Continuous |386387**Phase 3: Post-Installation**388389| Item | Acceptance Criteria | Method | Spec Ref |390|------|-------------------|--------|----------|391| Touch-up complete | All dings from construction touchup done | Visual checklist | 09 91 00 |392| Color match verified | Final color matches approved samples | Side-by-side visual | 09 91 00 |393| Sheen consistent | Uniform gloss across all surfaces | Visual raking light | 09 91 00 |394| No runs/sags/holidays | Final surface uniform and complete | Final visual inspection | 09 91 00 |395| Surface cleanliness | Dust removed, surface clean | Visual | 09 91 00 |396| Final acceptance | Painter and GC sign-off | Checklist signature | — |397398---399400401## Project Intelligence Integration402403When project intelligence is loaded, auto-populate QMS checklists, hold points, and inspection requirements from extracted project data instead of requiring manual lookup.404405### Spec-Based Checklist Generation406Generate trade-specific checklists from specifications:407- Read `specs-quality.json` → `spec_sections[]` → for each CSI division, pull testing requirements, acceptance criteria, and QC checkpoints408- Auto-populate Phase 1/2/3 checklist items with spec-specific tolerances and methods409- Example: Division 03 spec requires 4000 PSI 28-day strength → auto-set concrete Phase 3 acceptance criteria to "28-day cylinder strength >= 4000 PSI"410411### Hold Point Awareness412Auto-populate pre-installation verification requirements:413- Read `specs-quality.json` → `hold_points[]` → identify mandatory hold points for the current work phase414- Flag upcoming hold points that require Building Official or third-party inspection sign-off before proceeding415- Cross-reference `inspection-log.json` → verify hold point inspection status (scheduled/pass/fail)416- Example: HP-007 (anchor bolt survey) must clear before PEMB erection → flag if not yet passed417418### Location Mapping419Resolve inspection locations to structured references:420- Read `plans-spatial.json` → `room_schedule[]` + `building_areas[]` → resolve inspection area to grid references and floor levels421- Auto-populate the inspection location field with structured grid/area/room data422- Example: "Kitchen area" → Grid C-4, Level 1, Building Area: West Wing, Room 103423424### Subcontractor QC Contact425Identify the responsible QC representative for each trade:426- Read `directory.json` → `subcontractors[]` → for the trade being inspected, pull the sub's QC contact and foreman information427- Auto-populate the "Responsible Party" field on inspection checklists428- Example: CFS framing inspection → EKD QC rep: contact info from directory.json429430### Historical Quality Data431Pull trending data to inform current inspections:432- Read `quality-data.json` → `quality_metrics` → pull FPIR (First-Pass Inspection Rate) trends per trade433- Read `quality-data.json` → `corrective_actions[]` → surface recurring corrective actions for the current trade434- Flag trades with FPIR below 85% for increased inspection frequency435- Example: W Principles FPIR trending at 82% → recommend additional pre-pour inspection checkpoints436437### Drawing Reference438Link QC inspections to relevant construction documents:439- Read `plans-spatial.json` → `sheet_cross_references[]` → match the inspection location and trade to relevant detail drawings440- Auto-populate "Reference Drawing" field on inspection checklists441- Example: Foundation rebar inspection at Grid X-2 → Reference Sheet S-1.1 (Foundation Plan), Detail 3/S-1.2442443### Material Test Result Verification444445```446Read quality-data.json → test_results[]447```448449- Before approving any inspection involving concrete, steel, soil, or welding, check `quality-data.json → test_results[]` for the relevant material/trade450- **Concrete**: Verify 7-day and 28-day compressive strength results meet spec requirements from `specs-quality.json → acceptance_criteria[]`451- **Steel**: Verify mill test reports (MTRs) on file with correct grade and heat lot traceability452- **Soil**: Verify compaction test results meet specified percent compaction before proceeding with foundation work453- **Welding**: Verify NDT inspection results for structural connections before cover-up454- Cross-reference test specimen IDs against `procurement-log.json → delivery_tickets[]` to confirm material traceability455- Flag any test failures or pending results that could affect inspection approval456457---458459> **Extended reference**: Detailed examples, templates, scoring rubrics, and best practices are in `references/skill-detail.md`.
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