SEMIUNITIZED GLAZING SYSTEMS Technical Manual  
March 2026  
SEMIUNITIZED GLAZING  
SYSTEMS  
Comprehensive Technical & Project Manual  
Design · Estimation · Survey · Fabrication · Installation · Handover  
Warranty · Lab Testing Parameters · Site Water Testing  
Prepared for: Facade & Glazing Engineering Teams  
Version 1.0 | March 2026  
Confidential For Professional Use Only  
Page 1 of 17  
SEMIUNITIZED GLAZING SYSTEMS Technical Manual  
March 2026  
1. Introduction to Semiunitized Glazing  
Semiunitized (also referred to as Semi-Unitized or Hybrid Stick-Unitized) glazing is a facade system that  
combines elements of both stick curtain wall and unitized systems. Individual frames or sub-frames are pre-  
assembled and glazed in the factory, then transported and stacked onto floor-slab anchors or mullion carriers on  
site, offering faster erection than stick systems while retaining flexibility for tall or complex buildings.  
1.1 Key Characteristics  
Panels are pre-glazed in the factory under controlled conditions  
Lateral load and gravity load transfer to slab brackets or structural steelwork  
Interlocking male/female pressure plates provide weather seals at every joint  
Accommodates building tolerances via slotted/adjustable connections  
Suitable for mid-rise to high-rise commercial, hospitality & residential towers  
Faster installation than stick system; more economical than full unitized  
1.2 Typical Panel Configuration  
Component  
Material / Grade  
Standard Reference  
IS 733 / ASTM B221  
Extrusion (Frame)  
Infill Glass  
AA 6063-T5 / T6 Aluminium  
DGU / SGU / PVB Laminated  
EPDM / Silicone Gasket  
Two-part Silicone  
IS 2553 / EN 1279  
ASTM C864 / ISO 3934  
ASTM C1184 / ISO 11600  
IS 2062 / ASTM A240  
EN 14024  
Weather Seal  
Structural Sealant  
Panel Bracket  
Thermal Break  
G.I. / S.S. 304 Cleats  
PA66 GF25 Strip  
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Page 2 of 17  
SEMIUNITIZED GLAZING SYSTEMS Technical Manual  
March 2026  
2. Design  
2.1 Design Inputs & Criteria  
Building category, occupancy & height classification  
Wind zone & basic wind speed (IS 875 Part 3 / ASCE 7)  
Seismic zone and inter-storey drift requirements  
Thermal performance U-value, SHGC, visible light transmittance  
Acoustic performance Rw rating targets (dB)  
Floor-to-floor height, slab edge condition and structural grid  
Facade articulation setbacks, reveals, projections  
Fire compartmentalization & spandrel height requirements  
2.2 Structural Design  
Semiunitized panels must be engineered for wind pressure (positive & negative), dead load (self-weight) and live  
loads (maintenance access). Key structural checks include:  
Frame section modulus & moment of inertia for spans up to 4500 mm  
Deflection limits: L/175 for glass edges; L/200 for panel overall  
Glass thickness design per EN 13474 or ASTM E1300 (4-side / 2-side supported)  
Bracket capacity and weld/bolt group calculations  
Differential movement — thermal expansion Δ = α × L × ΔT; min. 10 mm movement joint  
Wind-on-glass: design pressure Cp = ±1.3 for corner zones  
2.3 Thermal & Energy Design  
Whole-facade U-value target: ≤ 2.0 W/m²K (tropical climates); ≤ 1.6 W/m²K (temperate)  
Thermal break PA66 GF25 minimum 20 mm width  
Low-E coating on Glass Position 2 (outer surface of inner pane for DGU)  
SHGC calculation per ISO 9050 / ASHRAE 90.1 compliance check  
Condensation risk analysis on frame/glass inner surface  
2.4 Acoustic Design  
Selection of glass build-up (e.g., 6+12A+6 DGU vs. 6.4 PVB+12A+6 laminated)  
EPDM/neoprene acoustic gaskets at perimeter joints  
Acoustic test (Rw, Ctr) per ISO 140-3 / ASTM E90 from accredited lab  
2.5 Drawings & Documentation  
Architectural Facade Elevation & Section Drawings (Scale 1:50 / 1:20)  
Shop Drawings Typical & atypical panels, connections (Scale 1:5 / 1:2)  
Fabrication Drawings cut lists, drilling patterns, notching  
Structural Calculation Report (stamped by Professional Engineer)  
Energy Performance Report  
BIM Model (LOD 400) clash detection with structure and MEP  
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Page 3 of 17  
SEMIUNITIZED GLAZING SYSTEMS Technical Manual  
March 2026  
3. Estimation  
3.1 Scope of Estimate  
Supply and installation of semiunitized facade panels  
Anchor/bracket system and structural steelwork  
Glass units primary, spandrel, vision areas  
Joint sealing (silicone, fire-rated sealant at spandrel)  
Shop drawings, engineering, testing & certification  
Temporary protection, cleaning and commissioning  
3.2 Quantity Takeoff Parameters  
Item  
Unit  
Basis of Measurement  
Wastage Factor  
Aluminium Extrusion  
kg  
Linear metre × section  
wt  
+8%  
Glass (Vision)  
m²  
Panel opening clear  
area  
+5%  
Glass (Spandrel)  
Silicone Sealant  
m²  
Spandrel zone area  
+5%  
litre  
Joint lm × width ×  
depth  
+10%  
EPDM Gasket  
lm  
Perimeter per panel  
type  
+5%  
Brackets/Anchors  
nos  
lm  
Per panel or per slab  
+2%  
+6%  
Thermal Break Strip  
Frame perimeter  
length  
3.3 Pricing Components  
Material cost extrusion, glass, hardware, consumables  
Fabrication cost cutting, machining, glazing, QC, packaging  
Engineering & shop drawings typically 1.52.5% of contract value  
Third-party testing (lab + site) budgeted as lump sum per specification  
Logistics factory to site, crane hire, storage  
Installation labour scaffold or gondola, equipment  
Overheads, profit margin and contingency (1015%)  
Statutory approvals, insurance and bonds  
3.4 Estimation Checklist  
1. Obtain approved architectural drawings and specifications  
2. Identify all panel types (typical, corner, curved, spandrel, vented)  
3. Quantify each panel type separately with elevations  
4. Obtain structural slab survey report for tolerance assessment  
5. Request glass mock-up and lab test budget from glazing supplier  
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SEMIUNITIZED GLAZING SYSTEMS Technical Manual  
March 2026  
6. Check import duties on aluminium extrusions if imported  
7. Confirm local labour norms (installation rate m²/man-day)  
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Page 5 of 17  
SEMIUNITIZED GLAZING SYSTEMS Technical Manual  
March 2026  
4. Site Survey  
4.1 Objectives of Site Survey  
A precise site survey ensures the fabricated panels will fit the as-built structure and that the anchor bracket design  
accounts for real-world deviations from the architectural grid.  
4.2 Survey Instruments  
Total Station (accuracy ±2 mm at 50 m) for primary grid and floor levels  
3D Laser Scanner (point cloud, ±3 mm) for complex geometry  
Spirit Level and plumb bob for local checks  
Digital Vernier Caliper for embed plate dimensions  
Pull-out tester for anchor verification in concrete  
4.3 Survey Parameters to be Recorded  
Survey Item  
Slab edge plumb (verticality)  
Floor-to-floor height variation  
Grid line offset (in-out)  
Slab deflection (pre-facade)  
Column face deviation  
Embed plate level  
Permissible Tolerance  
Action if Exceeded  
Custom brackets / shims  
Adjust panel height  
±15 mm over full height  
±10 mm  
±10 mm  
Slotted bracket holes  
Inform structural engineer  
Modify anchor detail  
Grout levelling  
Measure and record  
±8 mm  
±5 mm  
Opening width accuracy  
±6 mm  
Re-check structural grid  
4.4 Survey Process  
8. Establish a primary datum and control grid at each floor level  
9. Survey all slab edges, columns and embed plates floor by floor  
10. Record deviations in a tabulated survey report with AutoCAD overlays  
11. Issue survey report to design team for bracket adjustment  
12. Obtain structural clearance before commencing fabrication  
13. Conduct a final pre-installation check survey before panel delivery  
4.5 Survey Documentation  
As-built survey report (per floor, per grid), signed by licensed surveyor  
Deviation map colour-coded AutoCAD floor plans  
Photographic record of slab edge, embed conditions  
Anchor pull-out test certificates for cast-in or chemical anchors  
Confidential For Professional Use Only  
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SEMIUNITIZED GLAZING SYSTEMS Technical Manual  
March 2026  
5. Fabrication  
5.1 Factory Setup Requirements  
Clean, covered fabrication bay with controlled temperature (1535°C)  
Assembly tables with precision surface flatness ≤ 2 mm over 3 m  
CNC machining centres for drilling, routing, notching  
Dedicated structural glazing bay with downdraft ventilation for silicone application  
Glass storage vertical A-frames with felt padding, minimum 200 mm clearance  
5.2 Fabrication Sequence  
14. Receive and verify aluminium extrusion to shop drawing cut list  
15. Cutting to length double mitre or square cut per frame detail  
16. CNC drilling, routing, notch and hole punching  
17. De-burring and surface cleaning; anodising or powder coating (if applicable)  
18. Thermal break strip insertion and roll-crimping (PA66 GF25)  
19. Frame assembly corner keys, splice bars, end caps  
20. Weatherstrip / EPDM gasket insertion into extrusion grooves  
21. Structural silicone application for structural glazing (if SSG type)  
22. Glass insertion and mechanical capping or pressure plate fixing  
23. Final QC inspection per panel visual, dimension, torque check  
24. Panel numbering, wrapping and loading for dispatch  
5.3 Quality Control in Fabrication  
QC Check  
Panel squareness  
Method / Instrument  
Diagonal measurement  
Acceptance Criterion  
Diagonal diff ≤ 2 mm  
≤ 2 mm over 2 m  
Frame flatness  
Silicone bite (SSG)  
Silicone adhesion  
Gasket seating  
Glass position  
Straight edge, feeler gauge  
Digital calliper at 500 mm c/c  
Pull test on coupons  
Visual + hand pressure  
Tape measure  
Min. 6 mm, no voids  
Cohesive failure in silicone  
No gaps or lift-off  
Edge clearance ±1 mm  
Per manufacturer spec  
±2 mm on W & H  
Screw torque  
Torque wrench  
Panel dimension  
Steel tape  
5.4 Mock-up Panel  
Prior to full production, a full-size mock-up panel shall be fabricated and subjected to lab testing (Section 8). Only  
upon satisfactory test results shall production commence. All production panels shall replicate the approved  
mock-up exactly in terms of materials, section profiles, fixing details and sealant specifications.  
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Page 7 of 17  
SEMIUNITIZED GLAZING SYSTEMS Technical Manual  
March 2026  
6. Installation  
6.1 Pre-Installation Requirements  
Structural works complete and cleared — concrete cure ≥ 28 days  
Embed plates / cast-in channels surveyed and accepted  
Safe working platform scaffold, gondola or mast climber  
Crane or material hoist for panel lifting  
Rigging plan and lift study approved by site safety officer  
All panels inspected on delivery; damaged panels rejected and replaced  
6.2 Installation Sequence  
25. Set-out primary installation gridlines at every floor using total station  
26. Install slab brackets / anchor cleats per approved bracket schedule  
27. Fix lower transom carrier or sill track at base of each floor  
28. Hoist and set first panel align to grid; adjust 3-axis via slotted holes  
29. Install interlock / stack joint cover strip at horizontal joint  
30. Hoist and set subsequent panels on same floor align horizontally  
31. Fix pressure plates / capping strips; torque to specified value  
32. Apply wet silicone to vertical movement joints between panels  
33. Progress floor by floor; check plumb and level after each floor  
34. Install any fire-stop mineral wool + intumescent at spandrel zone  
35. Install operable vent sashes and hardware  
36. Final alignment check string line, spirit level, total station  
37. Remove temporary protection film from glass and frame  
6.3 Handling & Lifting  
Vacuum lifters or purpose-made panel clamps — capacity ≥ 2× panel weight  
No bare metal contact with glass or anodised/powder-coated frames  
Panels stored vertically on padded A-frames on site; max 10° from vertical  
Do not stack panels horizontally  
Wind speed limit for panel installation: maximum 40 km/h  
6.4 Sealant Application at Joints  
Joint surfaces cleaned with isopropanol wipe allow 15 min before sealing  
Apply bond-breaker tape at joint back; prime substrate per sealant manufacturer  
Tool joint to concave profile; width : depth ratio = 2:1 minimum  
No sealant application below 5°C or above 40°C ambient  
Curing period: 21 days before water testing (weather permitting)  
6.5 Protection During Construction  
Maintain factory-applied polyethylene protection film until handover cleaning  
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Page 8 of 17  
SEMIUNITIZED GLAZING SYSTEMS Technical Manual  
March 2026  
Remove within 60 days of installation to prevent adhesive bonding to surface  
Cover exposed glass during concrete or plaster pours above  
Tag and track any cracked glass discovered during installation for replacement  
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Page 9 of 17  
SEMIUNITIZED GLAZING SYSTEMS Technical Manual  
March 2026  
7. Handover  
7.1 Pre-Handover Checklist  
100% visual inspection of all panels glass, frame, sealant, hardware  
Water test completed (floor-by-floor) and passed test certificates available  
All operable vents/doors operate freely with correct hardware adjustment  
Protection film removed; facade cleaned with approved detergent  
All temporary brackets, clips, wedges and aids removed  
Touch-up of minor finish damages with approved touch-up paint/anodising pen  
Snag list raised and closed sign-off by client or main contractor's QA  
7.2 Handover Documentation Package  
Document  
Supplied By  
As-built shop drawings (PDF + DWG)  
Structural engineering calculations (stamped)  
Lab test reports (mock-up)  
Facade Contractor  
Facade Contractor  
Accredited Test Lab  
Facade Contractor  
Manufacturers  
Site water test certificates (per floor)  
Material test certificates (aluminium, glass)  
Sealant cure certificates & adhesion test records  
Warranty certificates (all products)  
Sealant Manufacturer  
Respective Manufacturers  
Facade Contractor  
Facade Contractor  
Manufacturers  
O&M Manual cleaning, maintenance schedule  
Spare glass and extrusion supply (min. 1%)  
Safety data sheets (sealants, coatings)  
7.3 Maintenance Schedule  
Quarterly: inspect sealant joints for cracks, loss of adhesion, discolouration  
Biannual: clean facade with pH-neutral detergent and soft cloth/mop  
Annual: inspect operable hardware lubricate and adjust  
Every 10 years: consider silicone joint replacement assessment  
Immediate: replace any cracked glass; do not delay more than 30 days  
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Page 10 of 17  
SEMIUNITIZED GLAZING SYSTEMS Technical Manual  
March 2026  
8. Warranty Coverage  
8.1 Overview  
A comprehensive warranty programme for semiunitized glazing covers the performance of individual components  
as well as the integrated installed facade system. Warranties must be backed by the original manufacturers and  
the facade contractor respectively.  
8.2 Warranty Matrix By Product  
Product / Component  
Period  
10 years  
Coverage Scope  
Exclusions  
Aluminium Extrusion  
(Anodised)  
No chalking, pitting or  
delamination of anodising  
beyond Grade 15 μm  
Damage from harsh chemical  
cleaning; coastal salt spray  
unless marine grade specified  
Aluminium Extrusion  
(Powder Coat)  
10 years  
10 years  
No peeling, blistering or  
fading >5 ΔE units  
Abrasion, scratches, graffiti  
removal  
Insulating Glass Unit  
(DGU)  
No edge seal failure,  
condensation between  
panes, argon loss >5%  
Breakage due to impact or  
building movement  
Low-E / Solar Control  
Coating  
10 years  
10 years  
No delamination or loss  
of optical performance  
>5%  
Surface damage from improper  
cleaning  
Structural Silicone  
Sealant  
No cohesive/adhesive  
failure; no deterioration of  
structural bond  
Movement exceeding design  
limits; substrate contamination  
Weather / Joint Silicone  
EPDM Gaskets  
10 years  
10 years  
No cracking, debonding  
or colour change  
Improper joint preparation;  
design movement exceeded  
No permanent set >25%,  
no cracking  
UV degradation if exposed  
beyond design intent  
Thermal Break (PA66  
GF25)  
Lifetime of  
building  
Structural integrity  
maintained  
Overloading beyond design  
Facade System  
(Installed)  
2 years  
(workmanship)  
Watertight performance;  
no defects in installation  
Acts of God, building  
settlement, owner modifications  
8.3 Warranty Activation Requirements  
38. All materials must be sourced from approved manufacturers and verified by Mill Test Certificates (MTC)  
39. Silicone sealant adhesion tests (7-day and 21-day peel) must pass and be documented  
40. Lab mock-up test report must be submitted and approved before production  
41. Installation must be carried out by trained and certified applicators for structural silicone  
42. Site water test must be completed and passed before handover  
43. O&M manual must be received and acknowledged by building owner/FM team  
8.4 Warranty Claim Process  
Owner to notify facade contractor in writing within warranty period  
Joint site inspection within 14 days of notification  
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SEMIUNITIZED GLAZING SYSTEMS Technical Manual  
March 2026  
Root cause analysis report within 30 days  
Remediation plan submitted and agreed within 45 days  
Rectification works completed within agreed timeline (typically 6090 days)  
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Page 12 of 17  
SEMIUNITIZED GLAZING SYSTEMS Technical Manual  
March 2026  
9. Laboratory Testing Parameters  
All laboratory tests are conducted on full-size mock-up assemblies representing the most critical panel  
configuration. Tests are performed at an internationally accredited facility (NABL / UKAS / A2LA) before  
production release.  
9.1 Sequence of Tests (ASTM Standards)  
#
Test Name  
Air Infiltration  
Standard  
ASTM E283  
ASTM E331  
Parameters  
Acceptance Criteria  
1
At 75 Pa (1.57 psf)  
≤ 0.06 l/s·m² @ 75 Pa  
2
3
4
5
6
7
8
9
Static Water  
Penetration  
At 137 Pa (2.86 psf); 15  
min  
No uncontrolled water  
ingress  
Dynamic Water  
Penetration  
ASTM E547  
ASTM E330  
ASTM E330  
AAMA 501.4  
AAMA 501.5  
Cyclic pressure; 137 Pa  
No uncontrolled water  
ingress  
Structural Design  
Pressure  
+ve and ve design  
pressure; 10 min each  
Deflection ≤ L/175; no  
damage  
Structural Proof  
Load  
1.5× design pressure; 10  
min  
No glass breakage, no  
permanent set >0.2%  
Inter-storey Drift  
(Seismic)  
Racking displacement =  
H/200  
No glass fallout; operability  
retained  
Thermal Cycling  
±35°C; 5 cycles each  
No sealant failure, gasket  
cracking  
Acoustic (Sound  
Reduction)  
ISO 140-3 /  
ASTM E90  
Rw, Ctr (125 Hz4000  
Rw ≥ specified (e.g., ≥35  
Hz)  
dB)  
Thermal  
Transmittance (U-  
value)  
ISO 10077 / EN  
673  
Whole window U-value  
calc + hot box test  
≤ 2.0 W/m²K or as  
specified  
10  
Solar Heat Gain  
(SHGC)  
ISO 9050 / NFRC  
200  
Spectrophotometry of  
glass build-up  
≤ 0.40 or per energy model  
9.2 Additional Material Tests  
Test  
Standard  
Details  
Aluminium alloy composition  
(spectrometry)  
IS 733 / ASTM B221  
Verify 6063-T5/T6 grade  
Glass thickness & flatness  
DGU insulating seal integrity  
Silicone adhesion pull test  
EPDM compression set  
EN 572 / IS 2835  
EN 1279-2  
±0.3 mm on thickness  
Moisture content < 10 g/m³  
No adhesive failure ≥ 0.14 N/mm²  
≤ 25% at 70°C/22 hours  
≥ 2.0 kN/m capacity  
ASTM C794  
ASTM D395 Method B  
EN 14024 Section 6.2  
Thermal break pull-through  
Powder coating adhesion  
ASTM D3359 (Cross-  
cut)  
Rating ≥ 4B per grid scale  
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Test  
Standard  
ASTM B117  
Details  
1000 hours; no corrosion creep > 2 mm  
Salt spray (anodising / powder  
coat)  
9.3 Test Failure Protocol  
Identify root cause design deficiency, material non-conformance or workmanship error  
Issue NCR (Non-Conformance Report); implement corrective action  
Rectify mock-up and re-test the failed sequence only  
Maximum two re-test attempts; persistent failure triggers design review  
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SEMIUNITIZED GLAZING SYSTEMS Technical Manual  
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10. Final Water Testing at Site  
10.1 Purpose  
Site water testing verifies the installed facade's watertightness under simulated wind-driven rain conditions. It is  
performed after panel installation and sealant cure, but before protection film removal and handover. Testing shall  
be progressive floor by floor with results recorded and signed off by the client's representative.  
10.2 Test Methods  
Method  
Standard  
AAMA 501.2  
Procedure  
Applicable Zones  
Hose Test (low-rise or  
spot check)  
Calibrated nozzle; 5  
litres/min; 300 mm from  
surface; 5 min/lm joint  
Low-rise facades, isolated  
joints  
Static Chamber Test  
ASTM E1105  
Air pressure box at 137 Pa;  
spray at 3.4 l/min·m² for 15  
min  
Vision panels, mid-rise  
Dynamic Chamber  
Test  
ASTM E1105  
(cyclic)  
Cyclic pressure 0137 Pa;  
spray for 15 min total  
High-rise, hurricane zone  
Parapet, horizontal copings  
Flood Test (horizontal  
joints)  
AAMA 501.2  
Flood horizontal joint with  
standing water 25 mm  
depth for 15 min  
10.3 Testing Parameters & Acceptance Criteria  
Parameter  
Test pressure (static)  
Value / Condition  
137 Pa (2.86 psf) minimum  
0 to 137 Pa; 5 cycles  
Pass Criteria  
No uncontrolled water ingress  
Test pressure (dynamic/cyclic)  
No water beyond inner face of  
drainage plane  
Water application rate  
Duration per test area  
3.4 l/min per m² of panel  
Uniform coverage over test area  
Minimum 15 minutes continuous  
No ingress during or within 5  
min after test  
Silicone cure before test  
Minimum 21 days  
Sealant fully cured per TDS  
Ambient temperature during test  
5°C 40°C  
No testing in rain, frost or high  
wind  
Wind speed during test  
Coverage  
< 25 km/h  
Conditions to be recorded in  
test report  
100% of joints on every floor  
No untested joints at handover  
10.4 Testing Protocol  
44. Identify all joint types: vertical movement joints, horizontal stack joints, corner joints, window-door  
perimeters  
45. Seal internal areas with polythene sheeting to detect and trace any ingress precisely  
46. Apply test pressure / hose start from bottom of facade, work upward  
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47. Observer inside building monitors for any water ingress at joints, frame intersections and fastener  
locations  
48. Any ingress found: stop test, mark location, record on floor sketch  
49. Investigate and rectify additional silicone, gasket replacement, or bracket adjustment as needed  
50. Re-test rectified areas after minimum 48-hour cure  
51. Issue test certificate per floor signed by facade contractor QA and client representative  
10.5 Common Failure Locations & Remedies  
Failure Location  
Horizontal stack joint  
Typical Cause  
Remedy  
Insufficient joint sealant bite or  
gasket compression  
Top up silicone; replace gasket  
Vertical movement joint  
Corner panel junction  
Air pocket in sealant; underfill  
Cut out, clean and re-seal joint  
Additional silicone fillet; re-tool  
Complex geometry; sealant  
bridging  
Frame/glass perimeter  
Glazing gasket dislodged in  
shipping  
Reseat gasket; silicone  
perimeter if needed  
Anchor bracket penetration  
Transom / mullion butt joint  
No back-seal at bracket  
penetrating slab edge  
Apply fire-rated waterproof  
sealant around penetration  
Sealant joint too narrow (<6  
mm)  
Saw-cut to minimum 6 mm; re-  
seal  
10.6 Test Records to be Maintained  
Water test register: date, floor, zone, method, pressure applied, result, witness signatures  
Photographic log: before, during and after each test zone  
Leak sketch plan: exact location of any ingress marked on floor plan  
Remediation record: repair method, sealant batch number, re-test result  
Final test certificate per floor: issued only when all areas pass without active leaks  
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11. Summary & Key References  
11.1 Process Summary  
#
1
2
3
4
5
6
7
8
Phase  
Key Output / Deliverable  
Design  
Structural calcs, shop drawings, BIM model, energy report  
BOQ, unit rates, material schedule, risk contingency  
As-built deviation report, bracket adjustment schedule  
QC inspection records, mock-up panel, production release  
Accredited test reports (ASTM/EN), product MTCs  
Progressive installation records, snag list closure  
Floor-by-floor test certificates, remediation log  
Estimation  
Site Survey  
Fabrication  
Lab Testing  
Installation  
Water Testing  
Handover  
Full documentation package, warranties, O&M manual  
11.2 Key Standards Referenced  
ASTM E283 Air Infiltration of Windows, Curtain Walls  
ASTM E330 Structural Performance Under Wind Load  
ASTM E331 / E547 Water Penetration (Static / Dynamic)  
ASTM E1105 Field Determination of Water Penetration  
AAMA 501.2 Hose Test Field Check of Metal Curtain Walls  
AAMA 501.4 Recommended Static and Dynamic Test Method for Evaluating Curtain Wall  
AAMA 501.5 Test Method for Thermal Cycling of Exterior Walls  
EN 1279-2 Insulating Glass Units Long Term Test  
EN 14024 Thermal Break Test for Aluminium Profiles  
ISO 10077 / ISO 140-3 Thermal and Acoustic Performance  
IS 875 Part 3 Wind Loads on Buildings (India)  
IS 2553 / IS 2835 Glass for Glazing  
IMPORTANT NOTICE  
This document is a technical guide only. All design, testing and installation must be carried out by qualified  
professionals in accordance with local building codes, project specifications and relevant international  
standards. The facade contractor and design engineer of record retain full responsibility for project-specific  
compliance.  
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Page 17 of 17