The document provides details on the construction of a multi-story building using precast concrete components and simplified construction methods. It includes the construction area for each floor and roof totaling 1278.8 square meters. The structural system utilizes precast concrete beams, columns, floor slabs, and prefabricated steel roof trusses. External walls are constructed of precast concrete panels while internal walls use a dry wall system. All structural elements comply with the relevant Malaysian Standards.
1. 1. Construction Area
i) Construction Area Ground Floor = 305.5m2
ii) Construction Area 1st
Floor = 305.5m2
iii) Construction Area 2nd
Floor = 305.5m2
iv) Construction Roof Area = 362.29m2
Total Construction Area = 1278.80m2
2. Structural System
i) Beams = Precast Concrete Beams
ii) Columns = Precast Concrete Columns
iii) Floor Slab = Precast Hollow Core Slab
iv) Roof Truss = Prefabricated Steel Roof Truss
3. Wall System
i) External Wall = Precast Concrete Panel Wall
ii) Internal Wall = Dry Wall System
4. Other Simplified Construction Solutions
i) Beams = 100 % complies with MS 1064 Part 10:2001
Columns = 100 % complies with MS 1064 Part 10:2001
Walls = 100 % complies with MS 1064 Part 10:2001
Slabs = 100 % complies with MS 1064 Part 10:2001
Doors = 87.5 % complies with MS 1064 Part 4:2001
Windows = 0 % complies with MS 1064 Part 5:2001
ii) Repetition of floor to floor height = 100%
Vertical repetition of structural floor layout = 100%
Horizontal repetition of structural floor layout = 100%
2. Total of Part 3 26
IBS Content Score Of Project (Part 1 + Part 2 + Part 3) 96
ELEMENTS AREA (m2
) OR LENGTH
(m)
IBS
FACTOR
COVERAGE IBS SCORE
Part 1: Structural
Elements
Precast Beams + Precast
Columns + Precast Floor
Slab (2 units + Corridor)
305.5m2
1.0 (916.5/1278.8)
= 0.72
0.72 x 1.0 x 50
= 36
Prefabrication Steel Roof
Truss
362.29 m2
1.0 (362.29/1278.8)
= 0.28
0.28 x 1.0 x 50
= 14
Total of Part 1 (3 floors
+ roof)
1278.8 m2
1.0 50
Part 2: Wall System
External Wall:
Precast Concrete Panel
71.44m 1.0 (71.44/97.19)
= 0.74
0.74 x 1.0 x 20
= 14.8
Internal Wall:
Dry Wall System
25.75m 1.0 (25.75/97.19)
= 0.26
0.26 x 1.0 x 20
= 5.2
Total of Part 2 97.19m 1.0 20
Part 3: Other Simplified
Construction Solutions
100 % beams sizes
follow MS 1064 Part
10:2001
100% 4
100 % columns sizes
follow MS 1064 Part
10:2001
100% 4
100 % wall thickness
sizes follow MS 1064
Part 10:2001
100% 4
100 % slab thickness
follow MS 1064 Part
10:2001
100% 4
87.5 % door sizes follow
MS 1064 Part 4:2001
87.5% 4
0 % window sizes follow
MS 1064 Part 5:2001
0% 0
100% Repetition of floor
to floor height
100% 2
100% Vertical repetition
of structural floor layout
100% 2
100% Horizontal
repetition of structural
floor layout
100% 2