Warehouse Plan
Uploaded by
Maria Levi CawitWarehouse Plan
Uploaded by
Maria Levi CawitY
A B C D E
20.00 20.00
20.00
20.00 2.50 2.50 5.00 5.00 5.00
5.00 5.00 5.00 5.00
2.50 2.50 5.15 5.15 4.85
5.00 5.00 5.00 5.00 C1 F1 C1 F1 C1 F1 C1 F1 C1 F1
B1 B1 B1 B1
REINFORCED CONCRETE SLAB W/
2.29
1.25 1.25 1.30 1.20
10MM dia. TEMP. BARS SPACED @
W2 W2 600MM O.C. BWS.
DOWN
2.29
1
REINFORCED CONCRETE SLAB W/
DOWN
5.00
8 7 6 5 4 3 2 1 B1
10MM dia. TEMP. BARS SPACED @
1.67
5.00
B1 B1
B1
D3 D3 9 600MM O.C. BWS.
5.00
2.71
10
D2
WOMEN'S CR
5.00
11
5.37
12
W5
MEN'S CR
1.67
13
2.73
D3 D3 14
C1 F1 C1 F1 C1 F1 C1 F1 C1 F1
15 MAIN OFFICE
16
OFFICE OF MEETING AREA
17
UP B1 B1
EMPLOYEE
1.67
18
D3 UP
D3
W4
2
W3 D2
15.00
X
5.00
EXIT
D2 X
5.00
B1
15.00
5.00
5.00
W5
C1 F1 C1 F1 C1 F1 C1 F1 C1 F1
5.00
5.00
B1
5.00
W5
4.85
D4
C1 F1 C1 F1 C1 F1 C1 F1
C1 F1
B1 B1 B1 B1
4
W1 D1 D2 W1
ARCHITECTURAL VIEW GROUND FLOOR PLAN SECOND FLOOR PLAN FOUNDATION PLAN SECOND FLOOR FRAMING PLAN
SCALE: 1:100 SCALE: 1:100 SCALE: 1:100 SCALE: 1:100
4 3 2 1
1 2 3 4
E D C B A
A B C D
E
E D
0.4MM THCK LONG SPAN C B A
0.4MM THCK LONG SPAN COLOR BLACK
0.4MM THCK LONG SPAN
COLOR BLACK
COLOR BLACK TOP OF ROOF
TOP OF ROOF
TOP OF ROOF 0.4MM THCK LONG SPAN
1.50
COLOR BLACK
1.50
0.40
1.50
TOP OF ROOF
0.40
TOP OF THE BEAM
TOP OF THE BEAM
TOP OF THE BEAM TOP OF ROOF
1.50
0.40
0.4MM THCK METAL CORRUGATED
TOP OF THE BEAM
1.50
WHITE COLOR
0.40
0.4MM THCK METAL CORRUGATED
0.4MM THCK METAL CORRUGATED
3.45
3.50
WHITE COLOR TOP OF THE BEAM
3.50
WHITE COLOR
MAIN OFFICE
3.50
SECOND FLOOR SLAB
SECOND FLOOR SLAB H- BEAM 300 MPa YIELD STRENGTH
0.4MM THCK METAL CORRUGATED
3.50
SECOND FLOOR SLAB
7.95
8.00
WHITE COLOR
8.00
SECOND FLOOR SLAB
8.00
SECOND FLOOR SLAB H- BEAM 300 MPa YIELD STRENGTH
4.50
4.50
8.00
4.50
MEETING AREA OFFICE OF
EMPLOYEES
MEN'S CR WOMEN'S CR
4.50
4.50
FFL FFL
FFL
NGL NGL
NGL
FFL
NGL
FFL
NGL
FRONT ELEVATION REAR ELEVATION LEFT ELEVATION RIGHT ELEVATION SECTION THRU X-X
SCALE: 1:100 SCALE: 1:100 SCALE: 1:100 SCALE: 1:100 SCALE:
3MM THK X 25MM X 25MM ANGULAR
TOP AND BOTTOM FASCIA FRAME
3MM THK X 25MM FLAT BAR
VERTICALFASCIA FRAME
75MM X 50MM X 1.20 C-PURLINS W/
37.5MMX 37.5MM X 5.00MM
ANGULAR BACKING
C1 F1 1.00
0.30
1.00 0.30 0.30 0.30 0.30 0.30 0.30 0.30
37.5MM X 37.5MM X 5.00MM WEB 0.30
DOWN
0.30 0.30 0.30 MEMBERS 0.30
50MM X 50MM X 50MM TOP AND
BOTTOM CHORD H- BEAM 300 MPa YIELD STRENGTH 0.30
0.98
1.01 0.30
1.01
1.01 1.01
1.01
1.01
1.50
1.01 0.30
0.30
1.01
1.45
0.30
0.60
0.30
0.30
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.40
D2
1 3
D5
2 4
D1 D3 D4
0.30
0.30
0.30
0.30
4.50
2.10M x 1.50M METAL
0.30
0.25
2.10M x 1.50M METAL 2.10M x 0.70M WOODEN 2.10M x 1.00M WOOD 4.40M x 4.90M METAL
TOP OF ROOF
DOOR WITH 1.50M GLASS SLIDING DOOR
TRUSSES PANNEL DOOR PANNEL DOOR
0.25
DOOR WITH 1.50M GLASS
0.30
PANNEL
PANNEL
FASCIA FRAME
1.50
0.40
0.25 0.25
0.30
TOP OF THE BEAM
0.30
H- BEAM 300 MPa YIELD STRENGTH
0.25 0.25 0.25 0.25 0.25
0.30
MAIN OFFICE
H- BEAM 300 MPa YIELD STRENGTH
2.00
3.50
UP
1.00
SECOND FLOOR SLAB
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
0.60
8.00
BARS
1.50
WOMEN'S CR
1.00
100MM REINF. BARS SPACED @
W3
1.00
400MM O.C. BW.
FFL SLOPE
1.00
NGL
FLOOR LINE 16MM BOLT AND KNOTS
1.00
4.90M x 0.85M FIXED
WINDOW GLASS
1.00
0.10
1.50MM TUBULAR STEEL 2X2
H- BEAM 300 MPa YIELD STRENGTH
1.00
1.00
STEEL DECKING SCHEDULE #5 @.80 MM 1.50MM TUBULAR STEEL 2X4
2.9
1.00
1.00
3
STEEL DECK DETAIL 1.50MM TUBULAR STEEL 2X2
1.00
1.00
SLOPE
SECOND FLOOR SLAB
1.00
1.00
2.9
0
1.20MM TUBULAR BAR 1X1
.30
1.00
2.00
1.50
W2
1.00
100 MM GRAVEL BEDDING
ROOF FRAMING PLAN
W1
4.40M x 4.90M FIXED
WINDOW GLASS TYPE
1.00M x 0.50M SLIDNG
GLASS WINDOW
SECTION THRU Y-Y ROOF PLAN FOOTING-COLUMN PLAN STAIR PLAN DOORS & WINDOWS DETAILS
SCALE: SCALE: SCALE: SCALE: SCALE:
FURNITURE WAREHOUSE CABUGAO SUR PAVIA, ILOILO
CONTRACTOR OWNER PROJECT TITLE LOCATION PRC REG. NO.
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