Anti Earthquake Energy Saving Move-in Condition Quick Build Steel Structure Building

Section 2. Applicable Codes

All buildings included in this proposal are designed in accordance with the following codes:

Loads on all buildings are applied in accordance with:

2003edition of the China Steel Structure Design Regulation – GB50017-2003

2002 edition of the China Manual of Gate Frame Design – CECS 102-2002

Earthquake Level are designed in accordance with:

2010 Manual of China Steel Construction Anti-earthquake Design – GB50011-2010

Cold formed members are designed in accordance with :

2002 Edition of China Cold Formed Steel Design Manual – GB50018 - 2002

Welding is applied in accordance with :

2011 Edition of China Structural Welding Code – GB50661 - 2011

High tensile bolt is applied in accordance with:

2011 Edition of China high tensile bolt Design Code –JGJ82 – 2011

Section 3. Material Specifications

Section 4. Steel Work Finish

Primary Steel

All primary steel members will be Sand blasted SA 2.5 and painted with two coats of total thickness 100microns as below

 -One Coat of 40microns thickness of Red oxide alkyd paint

-One Coat of 40microns thickness of Alkyd Enamel Paint with Ral#9001

-One Coat of 40microns thickness of Alkyd Enamel Paint with Ral#9001 (applied on site)

Secondary Steel 

-All secondary steel members will be Pre-galvanized

Section 5. Standard Supplied Items

The following are normally supplied unless mentioned otherwise:

• Anchor bolts for rigid frames, end wall posts & framed wall openings
• Eave gutters & downspouts on sidewalls or curved eaves at sidewalls with projection
• All necessary flashing & trim
• Foam closures
• Connection bolts
• Silicon
• Sheeting fasteners