Technical Reference · Industry Standards

ASTM Guidelines
Sliding Windows

Extrusions · Coatings · Testing · Structural · Glass · Installation
Comprehensive Field & Factory Guide
§ 01 — Extrusions

Aluminium Extrusion Standards

ASTM B221 AA 6063-T5/T6 ASTM B209

ASTM B221 governs aluminium alloy extruded bars, rods, and profiles. Sliding window frames must use AA 6063-T5 or T6 alloy for optimal strength-to-weight ratio and corrosion resistance.

Min. Wall Thickness
1.4 mm (frame) / 1.2 mm (sash)
Tensile Strength
≥ 170 MPa (T5) / ≥ 205 MPa (T6)
Yield Strength
≥ 145 MPa (T5)
Dimensional Tolerance
±0.15 mm on critical profiles

Extrusion profiles must be free of die lines, laps, cold shuts, and cracks. Cross-section squareness within 1° of nominal. Length cut tolerance: ±1.5 mm for frame members.

§ 02 — Coating & Finishing

Surface Coating Specifications

ASTM B117 AAMA 2604/2605 ASTM D3359 QUALICOAT Cl.2

Powder coating must comply with AAMA 2604 (standard) or AAMA 2605 (high-performance PVDF) for exterior facades. Anodising per ASTM B580 minimum Class AA25 (25 µm).

§ 03 — Performance Testing

Laboratory & Field Testing

ASTM E283 ASTM E330 ASTM E547 ASTM E1105
Air Infiltration (E283)
≤ 0.3 L/s·m² @ 75 Pa
Water Penetration (E547)
No leakage @ 137 Pa
Structural Load (E330)
±2.4 kPa design pressure
Forced Entry (F842)
Grade 10 or Grade 20

Note Each test specimen must be tested in an accredited laboratory. Field testing via ASTM E1105 (spray rack method) is required post-installation on ≥ 5% of units on large projects.

§ 04 — Structural Calculations

Frame & Sash Structural Design

ASTM E330 ASCE 7-22 ASTM E1300

Wind load calculations must follow ASCE 7-22 for the specific building category and wind zone. Frame members must be designed so deflection does not exceed L/175 or 19 mm (whichever is lesser) under design wind pressure.

§ 05 — Glass & Energy Efficiency

Glazing Selection & Thermal Performance

ASTM E1300 NFRC 100 ENERGY STAR ASHRAE 90.1
U-Factor (Climate Zone 2)
≤ 3.0 W/m²·K
SHGC (Hot Climate)
≤ 0.25
Min. Glass Thickness
6 mm (single) / 5+5 IGU
VLT
≥ 0.40 recommended

Insulating Glass Units (IGU) must use warm-edge spacers and low-e coating on surface #2 or #3 per ASTM E2188 seal durability standard. Argon gas fill ≥ 90% purity for enhanced thermal performance.

§ 06 — Site Sill Conditions

Sill Preparation & Drainage

The sill must be structurally sound, level (≤ 3 mm over 1800 mm), and waterproofed prior to window installation. Positive drainage slope of minimum 1:50 away from the building interior is mandatory.

§ 07 — Gutter & Water Management

Internal Gutter & Drainage Testing

ASTM E547 ASTM E1105

Sliding windows must incorporate an internal thermal break gutter channel with interconnected weep path. Gutter capacity must manage a minimum 75 mm/hr rainfall without interior overflow.

Test Gutter performance verified by ASTM E1105 water spray test at 204 L/hr·m² for 15 minutes. Inspect weep exits — any blockage from foam, sealant, or debris is a fail.

§ 08 — High-Speed Whistling & Acoustics

Wind Whistling Prevention

Whistling at high wind speeds is caused by turbulent airflow through narrow gaps at interlock, pile weatherstrip interfaces, and drainage slots. It is not a defect per ASTM but is a common site complaint.

§ 09 — EPDM Gaskets & Wool Pile

Weathersealing Components

ASTM C864 ASTM D2000 BS 5707 Pile

EPDM Gasket Tolerances — compression set ≤ 25% after 22 hrs @ 70°C (ASTM D395). Hardness Shore A: 60 ± 5. Operating temperature range: −40°C to +120°C. Cross-section tolerance: ±0.3 mm.

Wool Pile (Brush Seal) — pile height 5–9 mm; polypropylene or acrylic fibre, silicon-treated for dust and moisture resistance. Density ≥ 130 filaments/cm². Anti-dust (AD) grade pile includes central monofilament fin to resist dust penetration — mandatory for sandy/coastal sites.

EPDM Compression Set
≤ 25% @ 70°C / 22 hrs
Pile Dust Resistance
AD Grade (fin type) req'd
Pile Replacement Cycle
Every 5–7 years in service
EPDM Splicing
Vulcanised corners only
§ 10 — Anti-Lift & Theft Prevention

Security Hardware Requirements

ASTM F842 EN 1670 Grade 3

Sliding sashes must incorporate anti-lift blocks in the head track — adjustable to limit vertical lift to ≤ 3 mm, preventing sash removal from the outside. Combined with anti-jemmy pins in the sill track.

§ 11 — Air Leakage & Installation

Air Leakage Control & Installation Guide

ASTM E283 ASTM E2112 AAMA 2410

Installation-induced air leakage is the leading cause of in-service failures. It is entirely separate from the product's certified air rating and is the installer's responsibility under ASTM E2112.

§ 12 — Dos & Don'ts

Factory Fabrication & Site Practice

✓ Factory — Do

  • Deburr all cut ends before assembly
  • Use calibrated torque driver for screws
  • Apply structural silicone at all corner joints
  • Vulcanise EPDM corners — no butt-joins
  • Label each unit with opening ref. number
  • Flood-test 100% of units before despatch
  • Protect finished profiles with peel-off film
  • Store vertically on padded A-frames

✕ Factory — Don't

  • Don't mix alloy grades in one frame
  • Don't drill weep holes after powder coat
  • Don't use steel fasteners in Al profiles
  • Don't cut pile seal shorter than groove
  • Don't store horizontally (warping risk)
  • Don't use acetone on EPDM surfaces
  • Don't omit anti-lift blocks before glazing
  • Don't re-use one-time-use fasteners

✓ Site — Do

  • Check opening size ±3 mm before install
  • Apply primer to masonry before sealant
  • Use composite shims — level & plumb
  • Keep weep holes clear during grouting
  • Fit perimeter backer rod before sealing
  • Remove protective film within 30 days
  • Test sash operation before handover
  • Document installation with photos

✕ Site — Don't

  • Don't grout directly against frame flange
  • Don't apply sealant in rain or < 5°C
  • Don't block weep paths with expanding foam
  • Don't drag sash across dirty sill track
  • Don't force sash — diagnose & adjust
  • Don't paint over EPDM or pile seals
  • Don't use acid-cure silicone on aluminium
  • Don't install in openings with active settlement