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ISO 9001:2015 §8.1 Project Operations & Syndicate Verified Protocols

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Project	Milestone	Priority	Assigned To	Due Date
Giza Heights Tower	Detailed Design	Urgent	Eng. Ahmed Khan (Me)	Oct 14, 2026
Al-Masa Center	Construction	High	Eng. Fatima Ali	Oct 12, 2026
Giza Heights	Schematic	Normal	Mahmoud Hassan	Oct 14, 2026
Al-Masa Center	Construction	Urgent	Eng. Fatima Ali	Oct 20, 2026
Giza Heights	Schematic	Low	Mahmoud Hassan	Oct 25, 2026

Fatima1:46 PM

Ahmed, please review on - the 250mm chilled water riser penetrates structural shear beam flange before tomorrow's concrete pour.

2MEP Chilled Water Pipe Sleeve Clash

Under Review

250mm chilled water riser penetrates structural shear beam flange. Requires sleeve.

MEP•Critical

📐

GIZA-TWR-B2-STRUCTURAL-FOUNDATION-REV3.dwg

Level B2 Raft Foundation & Core Walls • REV-3 (ECP 203)

Ahmed1:48 PM

Inspecting on site now with MEP contractor. Also rebar tension lap at Grid B3-D8 is checked and marked as Resolved per ECP 203.

2MEP Chilled Water Pipe Sleeve Clash

Under Review

250mm chilled water riser penetrates structural shear beam flange. Requires sleeve.

MEP•Critical

✓Verify Shear Wall SW-2 Rebar Tension Lap

Resolved

Rebar lap splice at Grid B3-D8 intersection compliant with ECP 203 (50d lap stagger).

Structural•High

Mahmoud2:05 PM

Foundation concrete slump station is active at with continuous sensor monitoring (target slump 160±20mm).

3Concrete Pour Slump Test Sensor Location

Open

Slump test station positioned at Grid A2. Target slump 160±20mm.

Civil•High

Fatima2:10 PM

تم التحقق من مخطط التكييف المركزي وننتظر اعتماد التعديل الهندسي النهائي.

Ahmed2:15 PM

Team, please tag if you spot any diagonal links missing at the core wall coupling beam.

✓Core Wall CW-1 Diagonal Seismic Link Check

Resolved

Engineering inspection mark logged on plan.

Structural•Critical