Mohamed Essam Ramzy

Sheet 1 of 8 • A-201

Full working elevation across structural axes 1 to 13 (25.88 m building footprint plus 4.06 m North and 3.61 m South setbacks = 33.55 m site length), showing Axes 2–3 (4.96 m × +1.50 m) and Axes 9–10 (3.50 m × +1.50 m) cantilevered terraces, Axes 3–9 (11.16 m) three-window central wing, Axes 10–12 (3.74 m) corner spine, ashlar coursing, turned vase balusters, and full ST-01 / ST-02 / ST-03 material legend.

Sheet 2 of 8 • A-202

Full working elevation across horizontal bays A to I (17.88 m building footprint plus 3.06 m West and 3.06 m East setbacks = 24.00 m site width), detailing the Left Corner Terrace (3.50 m × +1.38 m), the Center Double-Bay Recessed Loggia (3.30 m × 1.28 m and 3.90 m × 1.26 m above the 3.00 m main entrance stairs and arched wrought-iron gate), and the Right Corner Terrace (4.62 m × +1.11 m).

Sheet 3 of 8 • A-203

Complete working elevations for Building 1’s remaining two façades: the East Elevation (Axes 13 to 1, 25.88 m / 33.55 m) including the 5.17 m basement garage ramp, S.E. corner terrace (4.62 m), and N.E. terrace (5.32 m); and the North Rear Elevation (Axes I to A, 17.88 m / 24.00 m) including the 4.06 m North setback, N.E. & N.W. corner terraces (5.21 m × 1.50 m), and central service/staircase window bays.

Sheet 4 of 8 • A-204 (1:20)

1:20 construction sections for Building 1 detailing the Roof Dentil Cornice & Drip Overhang (Detail D-01, +600 mm), the Horizontal Plan Section Through Pilaster & ST-02 Warm Beige Inlay (Detail D-02, +80 mm / -20 mm), the Cantilever Balcony, Turned Vase Balustrade & ST-03 Veined Wall Section (Detail D-03, H = 920 mm), and the Floor Extrusion & Stone Zone Key Plan (Detail D-04).

Sheet 5 of 8 • B-201

Full working elevation for Building 2 across horizontal axes 8 to 1 (15.10 m building width plus 3.00 m West and 2.90 m East setbacks = 21.00 m South site width), showing the Axes 8–6 S.W. Terrace (2.42 m × 2.72 m), the Axes 6–2 Two-Bedroom Wing (two 1.40 m windows and 0.80 m / 1.53 m rooftop parapet pedestals), and the Axes 2–1 Panoramic Curved Corner Balcony (8.09 m balustrade arc, 8.44 m cornice arc, 3.27 m ST-03 inner curved wall, and 3.20 m double wrought-iron corner gate).

Sheet 6 of 8 • B-202

Full working elevation along the East street frontage across all nine structural bays from South to North (26.86 m building length plus 3.16 m South and 5.43 m North setbacks = 35.45 m site length), detailing the Curved Corner Return (4.24 m), Reception Window Bay 1 (2.90 m), Recessed Terrace Stack 1 (3.10 m clear opening), Living/Reception Window Bay 2 (2.78 m), Recessed Terrace Stack 2 (4.30 m clear opening), and the North-East Bedroom Wing (7.62 m).

Sheet 7 of 8 • B-203

Complete working elevations for Building 2’s remaining two façades: the West Side Elevation (Axes X to D, 26.86 m / 35.00 m) showing the 3.00 m West setback, S.W. basement ramp, Bedroom/M.B.Room 1.40 m windows, Kitchen/Bath windows, and 2.72 m S.W. terrace; and the North Rear Elevation (Axes 1 to 8, 15.10 m / 21.31 m) showing the 5.43 m / 4.98 m North garage ramp zone, N.E. terrace (2.25 m × 1.41 m), and N.W. terrace (3.60 m).

Sheet 8 of 8 • B-204 (1:20)

1:20 construction details for Building 2 including the Roof Dentil Cornice & Parapet Pedestal Die Section (Detail B-01, +520 mm overhang & 0.80 m / 1.53 m pedestals), the Radial CNC Stone Setting-Out Template for the Curved Corner Balcony (Detail B-02, 3.27 m inner arc, 8.09 m balustrade arc, 8.44 m cornice arc), the Curved Turned Vase Balustrade & Spotlight Soffit Section (Detail B-03), and the Building 2 Extrusion & Stone Zone Key Plan (Detail B-04).