CONSTRUCTION OF CVMBS ACADEMIC BUILDING
2.751.502.75
HE
DN
3.503.502.00 9.00
1 2 3 4
SCALE 1 : 100 MTS.
SECOND FLOOR PLAN
2.00 H A L L W A Y
CANOPY
4.50 3.00
21.00
4.50 4.50
H A L L W A Y
CLASSROOM CLASSROOM CLASSROOM CLASSROOM
CANOPY
4.50
D 1 D 1
D 1 D 1
D 2 D 4
W 2 W 2
W 2 W 2
W 3
W 5
1a W 1a W
1a W 1a W
1a W 1a W
1a W 1a W
1a W
1a W 1a W
1a W 1a W
1a W 1a W
1a W 1a W
1a W 1a W
D 5
FE
W 6
D C
B
A E F
BID BULLETIN
2.503.003.003.200.40
SCALE 1 : 100 MTS.
FRONT ELEVATION
FIN. FLOOR LINE 2ND FLOOR LINE 3RD FLOOR LINE TOP OF ROOF BEAM APEX LINE OF TRUSS
2.60
D C
B
A E F
CONSTRUCTION OF CVMBS ACADEMIC BUILDING
BID BULLETIN
1 2 3 4
SCALE 1 : 100 MTS.
RIGHT SIDE ELEVATION
2.503.003.003.20 0.40
FIN. FLOOR LINE 2ND FLOOR LINE 3RD FLOOR LINE TOP OF ROOF BEAM APEX LINE OF TRUSS
2.60
1 2
3 4
2.503.003.003.200.40 FIN. FLOOR LINE
2ND FLOOR LINE 3RD FLOOR LINE TOP OF ROOF BEAM APEX LINE OF TRUSS
SCALE 1 : 100 MTS.
LEFT SIDE ELEVATION
CONSTRUCTION OF CVMBS ACADEMIC BUILDING
BID BULLETIN
2.503.003.003.20 0.40
FIN. FLOOR LINE 2ND FLOOR LINE 3RD FLOOR LINE TOP OF ROOF BEAM APEX LINE OF TRUSS
SCALE 1 : 100 MTS.
REAR ELEVATION
D C B A
F E
CONSTRUCTION OF CVMBS ACADEMIC BUILDING
BID BULLETIN
2.751.502.75
SCALE 1 : 100 MTS.
2ND FLOOR BEAM PLAN
4.50 4.50
3.00
21.00
3.503.502.00 9.00
1 2 3 4
2.00
4.50 4.50
B1
B1
B1
B1
B1 B1 B1 B1 B1
B1 B1
B1
B1
B1
B1 B1
B1
B1 B1 B1
B1 B4
B4 B4 B4 B4 B4 B4
B2 B2
B3 B3 B5
B5 B6
B6 B6
B6
CB CB
C O N C. C A N O P Y
CONC. CANOPY
CONC. CANOPY CB
CB
CB CB
C O N C. C A N O P Y C O N C. C A N O P Y C O N C. C A N O P Y C O N C. C A N O P Y C O N C. C A N O P Y
C O N C. C A N O P Y C O N C. C A N O P Y
C O N C. C A N O P Y
C O N C. C A N O P YC O N C. C A N O P Y C O N C. C A N O P Y
B2
S2 S2
S2 S2 S2
S2 S2
S2 S2
S1 S1
S1 S1
S1 S1
D C
B
A E F
CONSTRUCTION OF CVMBS ACADEMIC BUILDING
BID BULLETIN
9.50
0.25 2.50
TRUSS 1
SCALE 1 : 50 MTS.
TRUSS DIAGRAM
NOTE:
USE THE FOLLOWING:
· 2 - 50mm x 50mm x 6mm ANGULAR BAR FOR TOP CHORDS
· 2 - 50mm x 50mm x 6mm ANGULAR BAR FOR BOTTOM CHORDS
· 2 - 50mm x 50mm x 6mm ANGULAR BAR FOR KING POSTS
· 2 - 38mm x 38mm x 6mm ANGULAR BAR FOR WEB MEMBERS
· 6mm THICK GUSSET PLATES ON ALL JOINTS
· 16mm Ø ROUND BAR CROSS BRACING W/ TURN BUCKLES
· 12mm Ø ROUND BAR SAG ROD AT MIDDLE THIRD
· 50mm x 150mm x 1.5mm CEE PURLINS SPACED @ 0.53 M. O.C.
· 12mm THICK BASE PLATES
· 16mm Ø ANCHOR BOLTS
2.38
0.25 2.50
HT 1
0.25 2.50
6.65
HT 2
SCALE NTS.
DETAIL OF CONCRETE GUTTER CB
RB
CONCRETE COLUMN
0.30 1.15
100MM Ø NELTEX PVC ORANGE PIPE
0.10 0.60 0.60
0.30 0.25
0.10 1.125 0.10
12MM THK. BASE PLATE W/
4- 16MM Ø ANCHOR BOLTS
0.10
RB
100MM THK. SLAB W/ 12MM Ø REINF. SP. @ 150MM O.C. B.W.
100MM Ø BRASS STRAINER
0.30 1.20
CONCRETE COLUMN
0.10
OR APPROVED EQUAL
100MM THK. PARAPET W/ 12MM Ø REINF. SP. @ 200MM O.C. B.W.
CONSTRUCTION OF CVMBS ACADEMIC BUILDING
BID BULLETIN
0.95
0.53
