DATUM // KAMALIA, PUNJAB, PK
AREESHARCHITECTURE & BUILDERS
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AR-REN-06DWG-REN-603 // REV-04·3 MIN CASE STUDY
Renovation Projects // Adaptive Reuse & Brutalist Facade Intervention

1994 Residence Structural & Facade Transformation

A comprehensive structural retrofit and architectural modernization of a compartmentalized 30-year-old residence—replacing load-bearing partitions with steel I-beam portals and wrapping the exterior in a crisp brutalist skin.

Existing Structure1994 Load-Bearing
Steel Retrofit04 ISMB-300 Girders
Daylight Gain+210% Window Area
Execution Time14 Weeks
TECHNICAL DOSSIER

Blueprint Metadata

LOCATION:
Civil Lines, Kamalia, Punjab
PLOT SIZE:
14 Marla (42' × 75')
COVERED AREA:
4,100 sq.ft Refurbished
STRUCTURAL GRID:
Hybrid Load-Bearing + Steel Portal Retrofit
FOUNDATION:
Underpinned Strip Footing & Steel Stanchions
STATUS:
Turnkey Renovation Completed (2024)
MDX ARCHITECTURAL CASE STUDY // AR-REN-061:50 Demolition & Proposed

01. Existing Condition Assessment & Diagnostic Survey

Built in 1994 on a 42'-0" × 75'-0" (14 Marla) plot in Civil Lines, Kamalia, this solid brick-masonry residence had sound foundations and 9-inch exterior walls, yet suffered from an outdated spatial layout: a dark central corridor, undersized 4'-0" windows with heavy wrought-iron grilles, corroded galvanized iron (GI) plumbing lines causing rising damp (seepage), and a dated mosaic front verandah.

Rather than demolishing 4,100 sq.ft of structurally viable masonry, the homeowners commissioned Areesh Architecture & Builders to execute an engineered Structural Retrofit, Spatial Remodeling, and 3D Facade Transformation—delivering the experience of a brand-new contemporary residence at 45% lower cost than complete reconstruction.


02. Structural Wall Removal & Steel Portal Engineering

Removing walls inside a 1990s load-bearing brick house without engineering calculation is one of the most dangerous mistakes in local renovation work. Our structural team followed a strict 4-step protocol:

  1. As-Built Load Tracing: We mapped the roof slab bearing direction (one-way RCC slab spanning across the central 24-foot partition wall) and tested brick mortar compressive strength.
  2. Temporary Acrow Prop Shoring: Heavy-duty adjustable steel props and timber needle beams were installed on both sides of the central wall to support the first-floor slab load before a single brick was removed.
  3. Underpinned Pad Footings & Steel Stanchions: Two new 4'-6" × 4'-6" RCC pad footings were cast beneath the floor level to receive twin vertical ISMB-250 steel H-columns hidden neatly within the side wall piers.
  4. Twin ISMB-300 Overhead Steel Girders: Two parallel structural steel I-beams (300mm depth) were hoisted, bolted to the end stanchions, and dry-packed with non-shrink cementitious grout against the existing slab—creating an expansive 24'-0" × 28'-0" open-plan family lounge and dining hall.

03. Exterior Elevation Transformation & MEP Overhaul

| Renovation System | Before (1994 Condition) | After (Areesh 2024 Intervention) | | :--- | :--- | :--- | | Front Elevation | Rounded arches, chipped ceramic tiles, and narrow verandah | Crisp geometric brutalist facade with micro-concrete render, steel-framed porch portal, and warm Burma teak soffit | | Window Openings | High-sill 4' × 4' wood windows with dark interiors | Structural RCC lintel extensions enabling 8'-0" tall floor-to-ceiling black aluminum glazing (+210% natural daylight) | | Plumbing & Dampness | Leaking GI pipes and rising salinity up to 3 feet on lower walls | Chemical DPC injection barrier, cementitious waterproofing, and heat-fused PPRC piping with pressure manifold | | Electrical Network | Single-phase brittle wiring with surface PVC casing | Concealed flame-retardant copper cabling, three-phase DB split by floor, and architectural grazing LEDs |


04. Renovation Outcome

Completed in just 14 weeks, the transformed residence seamlessly integrates modern open-plan living, energy-efficient glazing, and a bold street elevation while honoring and preserving the structural bones of the family's ancestral home.

INTERACTIVE ARCHITECTURAL DRAWINGS

Explore 2D CAD Blueprint & 3D Massing View

SHEET A-101 // CAD + BIM

Interactive Structural Blueprint & Spatial Inspector

PLOT DIM: 50'-0" × 90'-0" (1 KANAL) · SCALE 1:100 · UNITS: FEET & INCHES

DATUM LEVEL:
ABCDEF12345REAR SETBACK 7'-0" CLEARRM-101 // 441 SQ.FTDouble-Height Brutalist …[24'-6" × 18'-0"]EX-102 // 319 SQ.FTSunken Courtyard & Refle…[22'-0" × 14'-6"]RM-103 // 310 SQ.FTFormal Dining & Culinary…[20'-0" × 15'-6"]RM-104 // 296 SQ.FTGround Master Sanctuary …[18'-6" × 16'-0"]RM-105 // 429 SQ.FTCantilevered Entrance Ve…[26'-0" × 16'-6"]90'-0" OVERALL PLOT DEPTH50'-0" FRONTAGE · 9" RCC WALLSNORTH+01+02+03+04+05
GRAPHIC SCALE 1:100
0 · 5' · 10' · 20' FT
■ 12" RCC SHEAR WALL□ 9" BRICK CAVITY[+] CLICK ROOMS OR HOTSPOTS TO INSPECT
ARCHITECTURAL HOTSPOTS (05)GRID E-4 // EL +7.20m
HS-01 // STRUCTUREGRID E-4 // EL +7.20m

18'-6" Post-Tensioned Cantilever Slab

Signature zero-column corner overhang projecting above the sunken reflection courtyard.

STRUCTURAL ENGINEERING NOTEDual 800mm × 450mm post-tensioned RCC transfer girders with 5,000 PSI concrete and pre-cambered formwork (+18mm).
MATERIAL SPECIFICATIONBoard-formed architectural concrete soffit with recessed drip-edge groove and linear 2700K LED grazing slot.
ACI 318-19 & Building Code of Pakistan (Seismic Zone 2B)
SELECTED ZONE // RM-10124'-6" × 18'-0"
Double-Height Brutalist Great Hall
NET AREA441 SQ.FT
SLAB SOFFIT22'-0" Clear Double Volume
WALL ASSEMBLY: 12" Fair-Faced Board-Formed RCC Shear Wall
FINISH DATUM: Large-Format Honed Basalt Stone (4'×4')

Column-free span achieved via post-tensioned transfer beam along Grid Line C, allowing full-height low-E curtain glazing toward the sunken reflection pool.

AREESH ARCHITECTURE & BUILDERSPCATP & PEC REGISTERED STRUCTURAL STUDIO
IFC READY
07 // CONTACT US · KAMALIA, PUNJAB, PAKISTAN

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Have a plot, a construction idea or a dream home in mind? Get in touch with Areesh Architecture & Builders. Our team is ready to discuss your requirements and help you take the next step.

REGISTERED ARCHITECTURAL STUDIO

Areesh Architecture & Builders

Business Name
Areesh Architecture & Builders
Location / Studio Headquarters
Kamalia, Punjab, Pakistan
Serving Kamalia, Toba Tek Singh, Chichawatni, Faisalabad & Across Punjab
Official Website
areesh.pk
Official Email
[email protected]
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  • Plot dimensions (e.g., 25'×45', 35'×65', 50'×90') & corner/park status
  • Number of bedrooms, lounges, car porch & floor requirements
  • Preferred scope: 2D/3D Design, Grey Structure, or Turnkey
  • Target budget range and construction start timeline
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