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Uploaded by

saeed wakwak
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PROJECT : PROPOSED B+G+10+ROOF RESIDENTIAL APARTMENT BUILDING ON PLOT NO. PJCRC300 AT NAKHLAT AL JUMEIRAH, DUBAI - UAE.

DOCUMENT TYPE: COMPLIACE STETEMENT FOR Structural Calculation of curtain wall (GF TO 9 FLOOR ) EXCLUDED THE CURVED CORNER

CONSALTANT: LACASA ARCHITECTS & ENGINEERING CONSULTANTS

DATE: 23-06-2025

SL.NO CONSULTANT COMMENTS/OBSERVATIONS GENERAL ALUM. RESPONSE

GENERAL COMMENTS

In this calculation we use Just the coefficient in Zone 4


1 1. Wind Loads breakup to be provided as wind load coefficients will be different for Zone 4 & Zone 5. In curved Corner We Using Zone 5
see page 4-5

2 • Design Verification for the Steel insert to be provided. see page 6 : 11

3 • Glass Load resistance shall be calculated as per ASTM E1300 Graphs. see page 12:13

4 • Deflection limits considered for Aluminum members to be mentioned in the report see page 49:50 & 79:80

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