SAPMT has reviewed the subject submittal dated October 29, 2014 and has the following comments:
1.	ICC is urged include all related drawings in the submittal to refer to on this submittal like drawing BA-846649-001.
2.	Most cross sectional drawing does not mention the use of vapor barrier and 2 coats of bituminous paint, which should be mentioned in the notes section.
3.	Provide column, wall, roof beam and roof slab connection refers to IC-SD-846843-104 and 105.
4.	Provide detail section at the beginning of the ramp.
5.	The blast resistance building shall be designed as per SAES-M-009.
6.	Provide blow up details for sleeves with necessary rebar such as roof drain sleeve, Electrical conduits …etc. 
7.	Concrete cover should be 75 mm for concrete expose to earth or to weather as per general note VA-846497-001. Revise the NOTE 02.
8.	Ensure that the roof slab of machine gun room on cantilever beams is safe for the usage requirements.
9.	The External, staircase and ramp walls are Reinforcement Concrete as per IFB K55-R-PA-000264-001-C.
10.	The wall on axis B is Reinforcement Concrete as per IFC VA-846837-001.
11.	IC shall ensure that all shop drawings are submitted according to the agreed scope of work and Saudi Aramco Standards without any cost or schedule implications.
IC shall ensure that no scope change or cost/schedule implication arises from this letter.
Should you have any questions, please contact Sohail Moughal, Project Engineer at 012 422-4570.
