The blast resistance building shall be designed as per SAES-M-009
-- Gate Houses (SG 2 & 3):
•The corner column has rebar  8 Φ 16 mm in the Plan detail and has 6 Φ 16 mm in section A-A of drawing VA-846582-001-0F1 & VA-846778-001-0F1. SCEC should confirm which is correct.
•The column cross sections are very small. Kindly enlarge them.
•The wall thickness in this submittal is 250 mm while in IFB Drawing PA-000203-001-C is 350 mm. why did SCEC reduce the walls thickness?
•The roof beam thickness 350 mm as per IFB Drawing PA-000203-001-C while it is 300 mm in the IFC VA-846582-001 and VA-846778-001, but in this submittal is 250 mm only. Why did SCEC reduce the thickness?
•Provide more details of roof beam (RB-01).
•Provide cross sections at the two directions for roof slab to show the rebar arrangement.
•Missing rebar schedule for all attachment drawings
•What is the compression strength of concrete?
• Concrete cover should be 75 mm for concrete expose to earth and to weather as per general note VA-846497-001. 
-- Operator Building (SG 2 & 3):
•No approval from SAPMT for the operator building till this moment.
•Concrete cover should be 75 mm for concrete expose to earth and to weather as per general note VA-846497-001. 
•Missing rebar schedule for all attachment drawings
•What is the compression strength of concrete?
