Facade Mock-Up Structural Testing Method Statement

More than a static template

Unlike a downloadable Word or PDF template, this method statement is an AI-assisted editable starting point connected directly to a matching Inspection and Test Plan. Every section is structured, project-adaptable, and ready to export.

AI-assisted drafting — Customize every section with AI for your specific project scope.
Linked ITP — A matching inspection and test plan is generated alongside the method statement.
Multiple export formats — Download as a formatted PDF or editable Excel spreadsheet.
Editable starting point, not a final document — Review, verify, and adjust all content against your project requirements before use.

Static template vs. Quollnet workflow

Feature	Static template	Quollnet
Project-specific content	Manual fill-in required	AI-assisted customization
Linked ITP	Separate document, no link	Matching ITP included
Export formats	Usually PDF only	PDF and Excel
Structured sections	Free-form layout	13 standardized sections
Saved to your account	Local file only	Cloud-saved, reusable
Content accuracy	You verify everything	AI-assisted, you still verify
Cost	Often free but time-intensive	Free to customize and download

What you can customize

When you save this method statement to your account, every section becomes editable. The following 13 sections are included:

Scope — Defines the activity and its boundaries.
References — Standards, specifications, and drawings.
Responsibilities — Roles and accountabilities.
Resources — Labour, plant, and equipment summary.
Materials — Materials and compliance requirements.
Equipment — Tools and equipment details.
Prerequisites — Hold points and pre-conditions.
Method sequence — Step-by-step construction sequence.
Safety controls — HSE risk controls and PPE.
Environmental controls — Environmental mitigation measures.
QA/QC — Quality inspection and test requirements.
ITP — Inspection and Test Plan table (has its own page).
Attachments — Referenced drawings and documentation.

Why this method statement is used

This method statement is used to define and communicate the approved procedure for carrying out method statement: structural performance testing of facade mock-up on site. It ensures the work is planned in advance, the correct resources and controls are in place, and all personnel understand responsibilities, sequence, quality requirements, and safety controls before work begins. It aligns site execution with the documented scope and acceptance expectations.

Who uses this method statement

This method statement is used by contractors, site supervisors, project engineers, QA/QC engineers, HSE officers, consultants, and client representatives. It serves as a shared reference for planning, execution, supervision, inspection, and approval of the activity on site.

When it is prepared and submitted

The method statement is prepared before the work activity starts and submitted as part of the pre-construction documentation package for review and approval.

Who reviews or approves it

The method statement is usually submitted to the client representative, consultant, resident engineer, or project management consultant for review and approval before the work commences.

Important approval note

This method statement is an AI-assisted editable starting point, not a pre-approved document. Before use on any project, all content must be reviewed and approved by the relevant parties (superintendent, principal contractor, or client representative) in accordance with your contract and project quality plan.

For example: if your specification requires a departure from a referenced standard, that departure must be documented and approved separately — this method statement will not capture that automatically. Always verify against your applicable drawings, specifications, and regulatory requirements.

Method statement content

Scope

Overview

This method statement defines the procedures, acceptance criteria, resources, QA/QC, and HSE controls for structural performance testing of a full-scale facade/curtain wall mock-up. Testing includes:

Wind load simulation (static positive and negative pressure)
Deflection measurement of framing members and panels
Glass stress/strain measurement and verification
Anchor/insert pull-out and failure mode characterization
In-plane cyclic movement (racking/seismic simulation)
Failure mode observation and documentation
QA/QC record compilation and ITP hold/witness sign-offs

Location & Conditions

Testing to be performed in an accredited laboratory or controlled test yard with a calibrated pressure chamber and servo-hydraulic equipment. Environmental conditions (temperature, humidity) to be logged. [Verify per project specifications]

Exclusions

Air and water penetration tests unless specifically added by the contract (e.g., ASTM E283/E331 or EN 12153/12155).

References

Document Type	Reference / Number	Notes
Standard	ASTM E330/E330M - Structural Performance of Exterior Windows, Doors, Skylights and Curtain Walls by Uniform Static Air Pressure Difference	Wind load simulation and deflection/strength evaluation [Verify applicability]
Standard	EN 13116 - Curtain walling: Resistance to wind load; EN 13830 - Curtain walling Product standard	European equivalent acceptance framework [Project to nominate governing code]
Standard	AAMA 501.4 - Recommended Static Racking Test Method for Curtain Walls; AAMA 501.6 - Recommended Dynamic Seismic Drift Causing Inter-Story Movement	Cyclic racking/seismic simulation regime and acceptance
Standard	ASTM E488/E488M - Strength of Anchors in Concrete and Masonry Elements (test methods)	Anchor pull-out/proof load and failure mode characterization
Standard	ACI 318 (Anchoring to Concrete) & ACI 355.2 (Qualification of Post-Installed Mechanical Anchors)	Design and qualification framework for interpretation of anchor test outcomes
Standard	ASTM E1300 - Determining Load Resistance of Glass in Buildings	Glass stress/strength verification under applied pressure [Analytical acceptance]
Standard	ISO/IEC 17025 - General requirements for competence of testing and calibration laboratories	Lab competence and instrument calibration traceability
Guideline	AAMA 501/501.1/501.2 Series (general facade test guidance)	Supplemental procedural guidance [If specified]

Responsibilities

Role	Responsibility	Name / Party
Contractor Test Manager	Overall implementation, coordination, and compliance with method statement and ITP	Main Contractor
Lead Test Engineer	Develop test plan, instrumentation layout, run tests, analyze data, prepare report	Accredited Test Laboratory
Engineer/Consultant Representative	Witness hold points, verify compliance vs specs and codes, approve results	Engineer
Facade Subcontractor	Ensure mock-up fabrication, materials, anchors, and installation per approved drawings	Specialist Subcontractor
HSE Supervisor	Site-specific risk assessment, permits, emergency plan, toolbox talks, HSE monitoring	Main Contractor
Instrumentation Engineer	Calibration verification, sensor installation, data acquisition integrity, backups	Test Lab

Resources

Resource Type	Quantity	Remarks
Organization	1	With pressure chamber and racking rig
Personnel	1 Lead + 2–4 Technicians [Verify]	Experienced in facade testing
Personnel	1	NEBOSH or equivalent [Verify]
Personnel	3–6 [Verify]	Qualified installers for mock-up build

Materials

Material	Specification / Grade	Quantity	Remarks
Curtain wall framing (mullions, transoms, brackets)	Alloy grade, temper, and finish per contract [Verify]
Glazing units	Make-up per drawings; interlayers per design [Verify]
Anchors/inserts/fasteners	Type/grade (e.g., A4-70 SS), qualified per ACI/ETA [Verify]
Sealants and accessories	Compatible systems; ETAG/EAD approvals where required [Verify]

Equipment

Equipment	Capacity / Type	Inspection Required
Pressure chamber with variable-speed fans or vacuum system	Up to design pressure + safety margin (e.g., ±6 kPa to ±10 kPa) [Verify]	Pre-test leak/functional check
Pressure transducers and manometers	Accuracy ≤ ±1% of reading [Verify]	Calibration within 12 months
Deflection gauges	Range 0–50 mm or as required; accuracy ±0.1 mm [Verify]	Calibration certificates
Strain measurement system	Gauge factor verified; DAQ 24-bit; temp-compensated [Verify]	Calibration shunt check
Anchor pull-out tester with load cell	Up to 2.0× expected failure load; displacement LVDT	Load cell calibration within 6 months
Racking/seismic simulation frame	Stroke to achieve up to 2.5% story drift [Verify]	Pre-test functional check
DAQ system and synchronized video/photography	Min 50 Hz logging; time-synced to pressure/actuator channels	Time sync verification
Safety barriers and debris containment	Rated for glass fragment containment [Verify]	Pre-test setup inspection

Prerequisites

Submittals and Approvals

Approved shop drawings and mock-up assembly drawings.
Test plan and instrumentation layout approved by Engineer.
Risk assessment and method statement (RAMS) approved by HSE and Engineer.
Calibration certificates (ISO/IEC 17025 traceable) for all sensors and load cells.
Material certificates for glazing, framing, anchors, and sealants.

Mock-Up Preparation

Fabricate mock-up per approved drawings, including anchorage details, splices, and operables if applicable.
Install glazing, gaskets, sealants, and all intended components using production methods.
Cure times respected for sealants/adhesives per manufacturer datasheets [Verify].

Utilities and Environment

Stable power supply for fans/actuators/DAQ with UPS for data integrity.
Ambient temperature and humidity recorded at start/end of each test series.

Hold Points (No Work Beyond Without Approval)

HP1: Pre-test readiness review: mock-up vs drawings; instrumentation; calibration; HSE controls in place.
HP2: Wind pressure test plan confirmation (test pressures, durations, deflection points).
HP3: Cyclic racking amplitude protocol and fixture verification.
HP4: Anchor pull-out test setup verification (reaction frame, load path, safety shield).
HP5: Post-test inspection and acceptance review prior to demobilization.

Permits and Briefings

Pressure system operation authorization and isolation plan.
Toolbox talk covering glass breakage, pressurization hazards, and exclusion zones.
Emergency response plan and first-aid provisions. [Verify per project HSE plan and local regulations]

Method Sequence

Step	Activity	Description	Responsibility	Inspection / Hold Point
1	Pre-test inspection and dimensional verification	Verify mock-up geometry, anchor installation, sealant cure, and glazing fit vs approved drawings. Mark deflection measurement points and strain gauge locations.	Lead Test Engineer / Facade Subcontractor	Visual check; measure key spans (±2 mm) and panel squareness (±3 mm) [Verify]
2	Instrumentation installation and calibration check	Install pressure transducers, LVDTs/lasers, strain gauges on representative mullions/transoms and selected glass lites. Configure DAQ channels, sample rate ≥ 50 Hz, time sync to video.	Instrumentation Engineer	Shunt calibration; zero readings; cable strain relief; gauge adhesion cured
3	Chamber integrity and leak check	Mount mock-up to chamber, seal per lab protocol, and perform low-pressure leak check to ensure stable pressure control.	Lead Test Engineer	Stabilization at ±0.2 kPa for 2 min
4	Wind serviceability test (ASTM E330 / EN 13116)	Apply uniform static pressure difference to specified service test pressure P_s (positive and negative). Ramp in increments (25%, 50%, 75%, 100%) with 60 s hold at P_s.	Lead Test Engineer	Monitor deflections at pre-defined points; inspect glazing and seals during hold
5	Wind strength test (ASTM E330)	From zero, apply pressure to ±1.5 × P_s (or as specified) with 10 s hold at peak. After unloading, record permanent set.	Lead Test Engineer	Visual check for permanent deformation, glass cracking, hardware distress
6	Glass stress/strain verification	Under service and/or strength pressure plateaus, record strains on selected glass surfaces using bonded gauges or optical sensors. Compute stresses using modulus and thickness.	Instrumentation Engineer	Verify temperature compensation and gauge factor
7	Anchor pull-out/proof test (ASTM E488)	Set up reaction frame; apply load normal to substrate at specified rate. Conduct: (a) proof load test at 1.25–1.5 × service tension (hold 60 s); (b) ultimate test to failure on sacrificial anchors to document failure mode.	Lead Test Engineer	Measure displacement vs load; monitor substrate condition
8	Cyclic racking/seismic simulation (AAMA 501.4/501.6)	Impose in-plane displacements per approved protocol (e.g., drift ratios 0.25%, 0.5%, 0.75%, 1.0%, 1.5%, up to 2.5% as specified), in cycles at each level. Inspect during/after cycles.	Lead Test Engineer	Monitor anchorage, glazing bite, gaskets, and operable functions
9	Post-test inspection and failure mode documentation	Detailed visual and tactile inspection. Document cracks, permanent set, fastener distress, sealant cohesion/adhesion, frame yielding/buckling. Collect samples if required.	Lead Test Engineer / Facade Specialist	Checklist-based survey; dye penetrant/visual aids as needed
10	Data analysis and reporting	Compile calibrated data, plots, and calculations. Compare measured responses against acceptance criteria and design predictions; prepare certificate of compliance or NCRs.	Lead Test Engineer	Internal technical review and QA sign-off

Health, Safety, and Environment — Safety Controls

Hazard Controls (Task-Specific)

Hazard: Pressurization of chamber (implosion/explosion risk)
Consequence: Sudden failure causing debris ejection, injury/fatality
Engineering/Procedural Control: Certified chamber; pre-test integrity and leak checks; automatic over-pressure relief; pressure ramps with interlocks; exclusion zone with rigid barriers
Required PPE: Safety helmets with face shields, cut-resistant gloves, safety footwear, hearing protection
Collective Preventive Measure: Physical blast shields/debris nets; remote control station during peak loads
Inspection/Permit/Supervision: Pre-test permit to pressurize; daily checklist; supervision by Lead Test Engineer; [Verify per project HSE plan and local regulations]
Hazard: Glass breakage and falling fragments
Consequence: Lacerations, eye injuries
Engineering/Procedural Control: Safety film on non-critical panes where allowed; debris curtains; restrict personnel access; stop-test triggers on acoustic/pressure anomalies
Required PPE: ANSI Z87.1/EN 166 eye protection, cut-resistant sleeves and gloves, long sleeves
Collective Preventive Measure: Rated containment curtains around test face
Inspection/Permit/Supervision: Pre-test inspection of glazing edges; HSE Supervisor to verify barriers
Hazard: Hydraulic/racking actuator failure or sudden movement
Consequence: Crush injuries, structural collapse of rig
Engineering/Procedural Control: Load path verification; mechanical stops; software travel limits; lock-out/tag-out during setup
Required PPE: Hard hat, safety boots, gloves
Collective Preventive Measure: Interlocked guarding around actuators
Inspection/Permit/Supervision: Functional checks; calibration verification; permit-to-work for energization
Hazard: Anchor pull-out testing under high load
Consequence: Projectile components, reaction frame instability
Engineering/Procedural Control: Secure reaction frame to substrate; proof shields; use rated components; keep line-of-fire clear
Required PPE: Face shield, gloves, safety footwear
Collective Preventive Measure: Physical barriers and exclusion perimeter
Inspection/Permit/Supervision: Setup sign-off (HP4); load cell calibration check; HSE oversight
Hazard: Electrical hazards from DAQ, fans, pumps
Consequence: Shock, fire
Engineering/Procedural Control: PAT-tested equipment; RCD protection; cable management; dry environment
Required PPE: Dielectric gloves where needed, standard PPE
Collective Preventive Measure: Distribution boards with RCDs, spill control to prevent water ingress
Inspection/Permit/Supervision: Electrical inspection tags; competent electrician available
Hazard: Noise (>85 dB(A)) during high fan speeds
Consequence: Hearing loss
Engineering/Procedural Control: Noise assessment; limit exposure time; remote monitoring
Required PPE: Hearing protection (SNR/NRR adequate)
Collective Preventive Measure: Acoustic barriers where feasible
Inspection/Permit/Supervision: Dosimetry spot checks
Hazard: Manual handling and component lifting
Consequence: Musculoskeletal injuries, crush
Engineering/Procedural Control: Use lifting frames, slings with edge protection; team lifts; certified operators for MEWPs/cranes if used
Required PPE: Gloves, safety footwear, helmets
Collective Preventive Measure: Exclusion zones; tag lines
Inspection/Permit/Supervision: Lifting plan and equipment certification review
Hazard: Chemical exposure (sealants/adhesives/solvents)
Consequence: Dermatitis, respiratory irritation
Engineering/Procedural Control: Use manufacturer’s SDS; ventilation; correct mixing and cure times
Required PPE: Nitrile gloves, goggles, respirator if indicated by SDS
Collective Preventive Measure: Local exhaust or outdoor setup away from intakes
Inspection/Permit/Supervision: COSHH/chemical permit; SDS available onsite
Hazard: Slips, trips, and falls around test rigs/cables
Consequence: Injury
Engineering/Procedural Control: Cable trays, matting, housekeeping; anti-slip footwear
Required PPE: Safety footwear
Collective Preventive Measure: Marked walkways; illumination >300 lux
Inspection/Permit/Supervision: Daily housekeeping inspection

Health, Safety, and Environment — Environmental Controls

Waste Glass and Metal: Collect in labeled, rigid containers; recycle where facilities exist; do not compact laminated glass mechanically. Waste transfer notes retained.
Noise: Schedule high-noise tests during permitted hours; use acoustic screens; provide hearing protection. [Verify per local regulations]
Dust/Fragments: Debris curtains and sweeping with HEPA vacuums; no dry sweeping of glass fines.
Oils/Hydraulic Fluids: Drip trays under hydraulic equipment; spill kits available; immediate cleanup and reporting.
Energy Use: Optimize test cycles and fan speeds; shut down non-essential loads between tests.
Chemical Handling: Store sealants/adhesives in bunded area; dispose of cartridges per SDS.
Water (if any cooling/cleaning): Prevent discharge to storm drains; use designated washdown area.

QA/QC

Acceptance Summary

Wind Serviceability: Deflections within specified limits (e.g., L/175 members; absolute limit 19–25 mm) [Verify per project specifications]. No damage/impairment.
Wind Strength: No glass breakage or loss of structural integrity; residual set within specified limit.
Glass Stress: Measured stresses under test loads within ASTM E1300-derived capacity for load duration; safety margin per spec.
Anchors: Proof load without excessive displacement or damage; ultimate capacity and failure mode consistent with design assumptions.
Cyclic Racking: No loss of anchorage or glazing retention; no glass fallout; operables functional after cycling.

Test Frequency

Minimum one full-size mock-up per facade system type and major variant; additional mock-ups upon significant design/material change. [Verify]

Calibration and Traceability

All instruments with current ISO/IEC 17025 calibration; field verification (zero/shunt) recorded pre- and post-test.

Documentation

Checklists, calibration certs, raw data files (CSV), plots, photographs/video, nonconformance reports, and certificate of compliance signed by Engineer.

Hold/Witness Points

HP1 Pre-test readiness; HP2 Wind test plan; HP3 Racking protocol; HP4 Anchor test setup; HP5 Post-test review.

Nonconformance

Any deviations trigger NCR; root cause analysis and corrective action plan; re-test as directed by Engineer.

Attachments

Approved shop drawings and mock-up assembly details
Test plan and risk assessment (RAMS)
Calibration certificates (pressure transducers, LVDTs, load cells, DAQ)
Material certificates (glass, frames, anchors, sealants)
Pre-test checklists and dimensional survey sheets
Raw data files (CSV) and synchronized video/photo archive
Final test report and certificate of compliance
Nonconformance reports (if any) and corrective actions

This content is a read-only public reference. Download or customize to get an editable version.

ITP preview

The first inspection activities from the linked ITP for Method Statement: Structural Performance Testing of Facade Mock-Up:

Activity	Inspection / Test	Acceptance Criteria	Responsibility	Record
Pre-test documentation and calibration review	Verify certificates (ISO 17025), expiry dates, and sensor ranges	All equipment within calibration; ranges adequate for target loads	Lead Test Engineer / Engineer Representative	ITP checklist; calibration register
Mock-up dimensional verification	Measure key spans and panel alignments	Within approved drawing tolerances [Verify]	Lead Test Engineer / Facade Subcontractor	Dimension log; as-built sketch
Instrumentation installation/zeroing	Shunt/zero checks; DAQ time sync	Stable baseline; drift within ±0.1 mm over 10 min	Instrumentation Engineer	Zero log; time-sync record

Showing 3 of 10 inspection activities. View full ITP →

Related Inspection and Test Plan

An Inspection and Test Plan (ITP) is available for Method Statement: Structural Performance Testing of Facade Mock-Up. The ITP defines the inspection activities, acceptance criteria, hold and witness points, responsible parties, and records required to verify the work described in this method statement.

View the Method Statement: Structural Performance Testing of Facade Mock-Up ITP →

Frequently asked questions

Typically ASTM E330/E330M or EN 13116 (with EN 13830). The project should nominate the governing standard and specific test pressures.

Commonly L/175 for serviceability, sometimes with an absolute cap (e.g., 19–25 mm). The project specification prevails and must be verified.

By measuring surface strain using gauges or optical sensors and comparing derived stresses to capacities per ASTM E1300 for the applicable load duration.

Proof tests typically require sustaining 1.25–1.5× service load with limited displacement and no damage; ultimate tests must exceed the design demand by the specified safety factor.

Only if specified. AAMA 501.4/501.6 define protocols. Drift ratios and cycles are set by the project’s performance criteria.