Code of doc.
PROJECT INFORMATION Date of issue
Times of issue
FORM (PIF)
Project status
(THÔNG TIN TRIỂN KHAI DỰ ÁN)
Breakdown form
PROJECT INFORMATION
BM
Best
M e ta l
B u ild in g s .
BMB&A J/SC
Project name:
SMELTER PROJECT - Dryer Offgas Cleaning System
Location
Kolaka, Southeast Sulawesi - Indonesia
Consultancy/
Design Company
Royal
Haskoning 
Quotation no.: IDN 42.23
Architype 
Start date: July, 14th
2023
Meinhardt 
B.I.S.T 
Finish date: July, 24th
2023
QMS-QT01/BM06
29/03/2023
01
Priority  / Normal 
BMB&A  / Customer 
Others  ________________
Building no.: 02
Area no.: 01
Requirements: 1.New Est.  / 2.Arch.drwgs  / 3.Apprl.drwgs  / 4.Design calculation  / 5.Shop drwgs 
BUILDING DESCRIPTION
1.BMB&A Standard  / 2.Tender’s Standard 
Built-up member: fy= 34.5 kN/ cm2
Anchor bolt: 4.6  / 8.8 
(Hot Dip Galvanized)
Material
Specifications
Built-up member: fy= 34.5 kN/ cm2
Anchor bolt: 4.6  / 8.8 
(Hot Dip Galvanized)
Paint/ Finishing: Alkyd  / Galvanized  / Epoxy  / Thickness: 275 microns
Primer = 65 micron (Epoxy Zinc)
Intermediatte = 160 micron (Epoxy)
Top Coat = 50 micron (Epoxy)
Surface Cleaning = SA 2.5
Exposure
B 
C
Qty. of identical Bldings
01
Usage
Factory
Type of building
Other
Roof slope (°)
-
Width (M)
27.224 (c/c)
Width Module (M)
2@6.306 + 1@2.0 + 2@6.306
Length (M)
36.3 (c/c)
Bay Spacing (M)
1@6.5 + 1@5.45 + 2@5.7 + 1@5.45 +
1@7.5
Height (M)
Type of End Frames

Top of column 13.050 
D

Clear Height 
Post & Beam 
One, Axis ................... 
Both 
Main Rigid Frame 
One, Axis .................... 
Both 
Concrete Columns and rafters (by others) 
One, Axis .................... 
Both 
Type of Wall Bracing
Diagonal Rod  / Cable  / Portal frame  / None 
Eave Condition
Gutter & Downspout  / RC Gutter (by other)  / Gutter & Downspout (by other) 
Notes:
1. Building have pedestal, height = 225mm
2. Building Elv. 0+00 equal to Elv. +0.400
3. Top of column in GL 7/C-D = Elv. +18.566
4. Have Platform with detail below:
a. Width = 1.2m (c/c)  1@1.2
b. Length = 2.0m (c/c)  1@2.0
c. Height = 1.2m (top of beam)
d. Have column pedestal 150mm
e. Platform using Steel Grating
f. Steel Stair by BMB
1/8
Follow BMB&A’s design  / Follow Customer’s design 
DESIGN LOADS
2
Live Load on Roof (kN/m )
0.57 (58.1 KG/m2)  / Others: None 
Live Load on Frame (kN/m2)
0.30 (30.6 KG/m2)  / Others: None 
Wind Speed (KM/h)
110 (30.6 M/s)  / 130 (36.1 M/s)  / 140 (38.9 M/s)  / Other (40 M/s) 
2
Collateral Load (kN/m )
Collateral Load hang on purlin
Concentrated load (kN/m)

Collateral Load don’t hang on purlin
Notes:
1. Building full by Mezzanine, Live Load on Mezzanine part
2. General load for the Building:

Seismic Load for Main Structure:
2/8


Seismic Load for Platform:

Wind Load for Main Structure:
3/8

Wind Load for Platform:
ROOF, WALL SHEETINGS
Roof panel: Yes 
None 
Bare Zinc-Alum AZ150 
Pre-Painted Zinc-Alum AZ150 
7 ribs  / 5 ribs 
Pre-Painted Zinc-Alum AZ150 
Thickness:
Seam  / Clip-lock 
Wall panel: Yes 
None 
Bare Zinc-Alum AZ150 
Pre-Painted Zinc-Alum AZ150 
7 ribs panel 
Pre-Painted Zinc-Alum AZ150 
Thickness:
5 ribs panel 
Notes:
1. BMB NOT supply the roof panel
2. BMB ONLY SUPPLY Screw for roof panel
Roof  / Wall  / None 
INSULATION
Fiberglass thick 50mm

Air Bubble A2 
Rockwool

Sandwich

Fiberglass thick 100mm 
Air Bubble P2 
PU

Panel

Fiberglass density:  /  Density: KG/cm3
Other insulation:
Notes:
OPEN WALL CONDITIONS
End / Side wall at the front side
Fully open 
Side wall at
Side wall at
End wall at
End wall at
Notes:
4/8
Other

None 
ROOF MONITOR
Type
Jack roof 
Ridge vent 
Overall width (M)
Other 
Length (M)
Eave Condition
Curved Eave 
Open Eave 
Other 
Roof panel
Same as roof panel  / Other  ............................................... thick .............. mm
(nominal)
Wall panel
Same as roof panel  / Other  ............................................... thick............... mm
(nominal)
Notes:
None 
MEZZANINE SLAB
Concrete slab  thick.............. mm / Decking panel  thick .............. mm
Type
Mezzanine with Grating  thick 32x5 mm (Hot Dip Galvanized)
Quantity
Mezzanine 1
Mezzanine 2
Location
GL 1-1’/A-F
GL 1-2/A-F
2
108.896 (with open area)
176.956 (with open area)
Live load (kPa)
4.0
4.0
Selfweight
Selfweight
-
Please see notes
Elv. +2.568
Elv. +6.368
Area (m )
Dead load (kN/m2)
2
Others load (kN/m )
Height up to top of
Grating Slab (M)
Type of support
shear load
Shear stud D20

Angle V

Quantity
Mezzanine 3
Mezzanine 4
Location
GL 2-7/A-F
GL 1-7/A-F + (Cantilever Beam)
2
988.2312
452.292 (without open area)
Live load (kN/m2)
4.0
4.0
Selfweight
Selfweight
Others load (kN/m )
Please see notes
Please see notes
Height up to top of
Grating Slab (M)
Elv. +7.368
Elv. +12.018
Area (m )
Dead load (kN/m2)
2
Notes:
1. Others Load (Equipment) on Mezzanine 2:
 Equipment Load 1 (all hole)
5/8

Equipment Load 2 (all line)
2. Others Load (Equipment) on Mezzanine 3:
 Equipment Load 1 (all line)
3. Others Load (Equipment) on Mezzanine 4:
 Equipment Load 1 (around the hole)
6/8
ROOF EXTENSIONS
Panel
None 
Same roof panel  / Other  ...................................................... thick ............... mm (nominal)
Location
Side wall
End wall
Soffit panel
Yes  / None 
Yes  / None 
Quantity
Width (M)
Length (M)
Notes:
CANOPY
None 
Panel
Same as roof panel  / Other  ................................................. thick ............... mm (nominal)
Eave
Condition
Curved Eave 
Open Eave 
Other 
Location
Soffit panel
Yes  / None 
Yes  / None 
Quantity
Width (M)
Length (M)
Gutter,
Downspout
Yes
None 

Notes:
FASCIA
Panel
None 
Same as wall panel  / Other  ........................................ thick ............... mm (nominal)
Location
Side wall
End wall
Soffit panel
Yes  / None 
Yes  / None 
Type
High (M)
Length (M)
Fascia projection
(M)
Notes:
PARTITIONS
Quantity
None 
Partition 1
Partition 2
Vertical of house  / Horizontal of house 
Vertical of house  / Horizontal of house 
One side  / Double side 
One side  / Double side 
Fully Sheeted  / Block wall 
Fully Sheeted  / Blockwall 
Open up to ......... M  / Open up to access 
Open up to ......... M  / Open up to access 
Location
Length (M)
High (M)
Type
Wall
Condition
Wall Panel
Same as wall panel  / Other  ................................................. thick ............... mm (nominal)
Notes:
7/8
CRANE SYSTEMS
Quantity
(The number of effective cranes on one column: )
Crane No.1
Crane No.2
None 
Crane No.3
Crane No.4
Location
Crane capacity (TON)
Crane Span (M)
Length of Crane Run (M)
Notes: Only supply, install running beam  / Our supply does not include the Crane System and Crane Rails 
Entire supply of Crane System include Crane, running beam, for crane rails and electrical systems ...
Notes:
ACCESSORIES - UTILITY ITEMS OR OTHER REQUIREMENTS (If Applicable)
Accessories
Length
Width
Height
Qty.
Accessories
Length
Width
2.1
Rolling door
Rlg.door (motor)
Sliding door
Steel stair (m)
21
Double sliding dr
Stair handrail (m)
548
Window (Steel)
Opening frame
Window (Almn)
Skylight
Louver
Wall light in Side
Wall
Notes:
1. BMB SUPPLY the Steel Stair and Handrail
2. Please see client’s drawing for more detail about length of Steel Stair and Handrail
3. Steel Stair and Handrail finish by Painting 275 micron Epoxy:
 Primer = 65 micron (Epoxy Zinc)
 Intermediatte = 160 micron (Epoxy)
 Top Coat = 50 micron (Epoxy)
 Surface Cleaning = SA 2.5
Project Eng.
FSY
8/8
Height
Qty.
01
1.1
01