Design Code Standard

Design, fabrication & erection of structural steel to comply with AISC (American Institute of Steel Construction)/ IS code. All welding work shall be as per AWS (American Welding Society).

Roof Collateral Load

30 ggs/ sq. mt collateral load considered on the roof to install sprinklers, electrical system & other utility services/ additional 20kg/ sq mt design load on the roof for solar panel installation.

Building Aspect Ratio

Building length to the width ratio to be 2:1.

Building Height at Eave

Standard building clear height of 10 m.

Roofing Type

Standing seam roof system (Screw less roof system), Bare Galvalume (no paint).


3%-4% roof area shall be provided with skylight for natural daylight. Approx. one skylight at each bay on either side. Skylight panel will be of polycarbonate sheet fixed to avoid water leakage.

Air Changes

3-6 Air changes/ 8 air changes for Industrial buildings with windows.

Canopy Width

4m from the PEB wall cladding.

Canopy Height

Canopy at 5.2 m height from the corresponding road level.

Lightening Arrestor Arrangement

Lightening arrestor at the roof ridge to be installed as per NBC 2016.

Docking Apron Size

16.5 m wide docking apron provided for the 40ft vehicular movement. Concrete road shall be provided at the docking area with reversed slope towards the building.

Dock Door Size

2.4m (W) x 3m (H), numbers shall be one rolling shutter per 12000 sq. ft. of building area/ one in each bay. one knockout panel in each bay shall be provided.