Building-B (Cold Storage) Architectural Drawings - (FEB-2020) - the UNGM
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Tender Reference no: 2020/FNPSE/FNPSE/105167
Building-B (Cold Storage)
Architectural Drawings
(FEB-2020)
Tender Reference no: 2020/FNPSE/FNPSE/105167
2
FLOOR AREA M
2
Development and Rehabilitation of Hebron Legend: General Notes:
Dwg. No: E.Husam Shweiki Scale : Project Title:
Designed by :
Wholesale Market R.CONCRETE COLUMN STONE
E.Husam Shweiki
E.Khaldoun Ewaiwi Building Title: R.CONCRETE
BA-01
Drawn by : Date : 2020 Building-B (Cold Storage) EARTH
E.Khaldoun Ewaiwi CONCRETE POLYSTYRENE BOARD
Checked by : Drawing Title:
E.Husam Shweiki Location : Hebron Areas HOLLOW BLOCK BASE COURSE LAYER
Hebron Municipality Food and Agriculture Organization
of the United Nations
Tender Reference no: 2020/FNPSE/FNPSE/105167
N
A
ance
Entr
+857.82
Security
Room
+852.52 +852.62
A
Development and Rehabilitation of Hebron Legend: General Notes:
Dwg. No: E.Husam Shweiki Scale : Project Title:
Designed by :
Wholesale Market R.CONCRETE COLUMN STONE
E.Husam Shweiki
E.Khaldoun Ewaiwi Drawn by : Building Title: R.CONCRETE EARTH
BA-02 Checked by :
E.Husam Shweiki
E.Khaldoun Ewaiwi
Date : 2020
Location : Hebron
Drawing Title:
Building-B (Cold Storage)
Site Plan
CONCRETE
HOLLOW BLOCK
POLYSTYRENE BOARD
BASE COURSE LAYER
Hebron Municipality Food and Agriculture Organization
of the United Nations
Tender Reference no: 2020/FNPSE/FNPSE/105167
A
1268
30
525 620
Mechanical Room
73
660
690
3
+848.42
206
222
Under Ground Well
1640
1700
18
87
10
55
384
448
A
Development and Rehabilitation of Hebron Legend: General Notes:
Dwg. No: E.Husam Shweiki Scale : Project Title:
Designed by :
Wholesale Market R.CONCRETE COLUMN STONE
E.Husam Shweiki
E.Khaldoun Ewaiwi Drawn by : Building Title: R.CONCRETE EARTH
BA-03 Checked by :
E.Husam Shweiki
E.Khaldoun Ewaiwi
Date : 2020
Location : Hebron
Drawing Title:
Building-B (Cold Storage)
WATER WELL PLAN
CONCRETE
HOLLOW BLOCK
POLYSTYRENE BOARD
BASE COURSE LAYER
Hebron Municipality Food and Agriculture Organization
of the United Nations
Tender Reference no: 2020/FNPSE/FNPSE/105167
A
150
80
120
140
140
120
Store
2
D +854.20
02
Cold ROOM Cold ROOM Cold ROOM Cold ROOM Cold ROOM Cold ROOM Cold ROOM Cold ROOM
8 7 6 5 4 3 2 1
D
04
+854.15
D
04
W +852.82
03
Ramp Slope 10% Ramp Slope 10% Ramp Slope 10% Ramp Slope 10% Ramp Slope 10% Ramp Slope 10% Ramp Slope 10% Ramp Slope 10%
D
D D D D D D D D 05
03 03 03 03 03 03 03 03
3'' Galvanized steel pipes 3'' Galvanized steel pipes
to protect sandwich panels to protect sandwich panels
wall and refrigerator doors
Corridor +852.72
wall and refrigerator doors
Store
1
D D
01 01
300*300*3 mm profile Ramp Slope 10% Ramp Slope 10%
W W W W D
01 01 01 01 02
500*250*3 mm profile Entarance Entarance
+852.62
A
Development and Rehabilitation of Hebron Legend: General Notes:
Dwg. No: E.Husam Shweiki Scale : Project Title:
Designed by :
Wholesale Market R.CONCRETE COLUMN STONE
E.Husam Shweiki
E.Khaldoun Ewaiwi Drawn by : Building Title: R.CONCRETE EARTH
BA-04 Checked by :
E.Husam Shweiki
E.Khaldoun Ewaiwi
Date :
Location : Hebron
2020
Drawing Title:
Building-B (Cold Storage)
Cold Rooms Furniture PLAN
CONCRETE
HOLLOW BLOCK
POLYSTYRENE BOARD
BASE COURSE LAYER
Hebron Municipality Food and Agriculture Organization
of the United Nations
Tender Reference no: 2020/FNPSE/FNPSE/105167
A
6173
5941 232
154
80
30 30
550 30 600 30 600 600 30 600 30 600 30 600 30 600 600
10
Store
3
2
475
475
475
475
475
475
+854.20
32
0
Cold ROOM Cold ROOM Cold ROOM Cold ROOM Cold ROOM Cold ROOM Cold ROOM Cold ROOM
80
895
8
8 7 6 5 4 3 2 1
10
1045
1045
1045
1045
1045
1045
1045
12
100
100
100
100
100
100
3
1085
1142
67
80
+854.15
20
1682
+852.82
470
470
470
470
470
470
42
3
32
18
239
0
93
20
20
93
Ramp Slope 10% Ramp Slope 10% Ramp Slope 10% Ramp Slope 10% Ramp Slope 10% Ramp Slope 10% Ramp Slope 10% Ramp Slope 10%
40
10
80
5050
787
750
3'' Galvanized steel pipes 3'' Galvanized steel pipes
782
to protect sandwich panels to protect sandwich panels
wall and refrigerator doors
Corridor wall and refrigerator doors
545
Store
53
76
1
51
0
5
+852.72
6
4820 475
76
20
300*300*3 mm profile Ramp Slope 10% Ramp Slope 10%
76 308 80 510 80 510 80 510 80 510 80 550 80 550 80 570 80 58 320 87
20 20 20 20 20 20 20 20
500*250*3 mm profile
464 2520 1260 1115
5359
A
Development and Rehabilitation of Hebron Legend: General Notes:
Dwg. No: E.Husam Shweiki Scale : Project Title:
Designed by : Wholesale Market R.CONCRETE COLUMN STONE
E.Husam Shweiki
E.Khaldoun Ewaiwi Drawn by : Building Title: R.CONCRETE EARTH
BA-05 Checked by :
E.Husam Shweiki
E.Khaldoun Ewaiwi
Date :
Location : Hebron
2020
Drawing Title:
Building-B (Cold Storage)
Cold Rooms Dimensions Plan
CONCRETE
HOLLOW BLOCK
POLYSTYRENE BOARD
BASE COURSE LAYER
Hebron Municipality Food and Agriculture Organization
of the United Nations
Tender Reference no: 2020/FNPSE/FNPSE/105167
A
150
80
120
140
140
120
Store
2
D +854.20
02
Cold ROOM Cold ROOM Cold ROOM Cold ROOM Cold ROOM Cold ROOM Cold ROOM Cold ROOM
8 7 6 5 4 3 2 1
D
04
+854.15
D
04
W +852.82
03
Ramp Slope 10% Ramp Slope 10% Ramp Slope 10% Ramp Slope 10% Ramp Slope 10% Ramp Slope 10% Ramp Slope 10% Ramp Slope 10%
D
D D D D D D D D 05
03 03 03 03 03 03 03 03
3'' Galvanized steel pipes 3'' Galvanized steel pipes
to protect sandwich panels to protect sandwich panels
wall and refrigerator doors
Corridor +852.72
wall and refrigerator doors
Store
1
+856.02
+856.02
Compressor Compressor Compressor Compressor Compressor Compressor Compressor Compressor
8 7 6 5 4 3 2 1 D D
01 01
300*300*3 mm profile Ramp Slope 10% Ramp Slope 10%
W W W W D
01 01 01 01 02
500*250*3 mm profile Entarance Entarance
+852.62
A
Development and Rehabilitation of Hebron Legend: General Notes:
Dwg. No: E.Husam Shweiki Scale : Project Title:
Designed by :
Wholesale Market R.CONCRETE COLUMN STONE
E.Husam Shweiki
E.Khaldoun Ewaiwi Drawn by : Building Title: R.CONCRETE EARTH
BA-04 Checked by :
E.Husam Shweiki
E.Khaldoun Ewaiwi
Date :
Location : Hebron
2020
Drawing Title:
Building-B (Cold Storage)
Mezzanine Furniture plan
CONCRETE
HOLLOW BLOCK
POLYSTYRENE BOARD
BASE COURSE LAYER
Hebron Municipality Food and Agriculture Organization
of the United Nations
Tender Reference no: 2020/FNPSE/FNPSE/105167
10 cm Hollow Block
A
3 mm Damp proofing membrane
6173
5941 232
154
80
30 30
550 30 600 30 600 600 30 600 30 600 30 600 30 600 600
10
Store
3
2
475
475
475
475
475
475
+854.20
32
0
Cold ROOM Cold ROOM Cold ROOM Cold ROOM Cold ROOM Cold ROOM Cold ROOM Cold ROOM
80
895
8
8 7 6 5 4 3 2 1
10
1045
1045
1045
1045
1045
1045
1045
12
100
100
100
100
100
100
3
1085
1142
67
80
+854.15
20
1682
+852.82
470
470
470
470
470
470
42
3
32
18
239
0
93
20
20
93
Ramp Slope 10% Ramp Slope 10% Ramp Slope 10% Ramp Slope 10% Ramp Slope 10% Ramp Slope 10% Ramp Slope 10% Ramp Slope 10%
40
10
80
5050
787
750
3'' Galvanized steel pipes 3'' Galvanized steel pipes
782
to protect sandwich panels to protect sandwich panels
wall and refrigerator doors
Corridor wall and refrigerator doors
545
Store
53
76
1
51
3051
0
5
+852.72
6
+856.02
200
+856.02 Compressor Compressor Compressor Compressor Compressor Compressor Compressor Compressor
8 7 6 5 4 3 2 1
4820 475
76
20
300*300*3 mm profile Ramp Slope 10% Ramp Slope 10%
76 308 80 510 80 510 80 510 80 510 80 550 80 550 80 570 80 58 320 87
20 20 20 20 20 20 20 20
500*250*3 mm profile
464 2520 1260 1115
5359
A
Development and Rehabilitation of Hebron Legend: General Notes:
Dwg. No: E.Husam Shweiki Scale : Project Title:
Designed by :
Wholesale Market R.CONCRETE COLUMN STONE
E.Husam Shweiki
E.Khaldoun Ewaiwi Drawn by : Building Title: R.CONCRETE EARTH
BA-06 Checked by :
E.Husam Shweiki
E.Khaldoun Ewaiwi
Date :
Location : Hebron
2020
Drawing Title:
Building-B (Cold Storage)
Mezzanine Dimensions Plan
CONCRETE
HOLLOW BLOCK
POLYSTYRENE BOARD
BASE COURSE LAYER
Hebron Municipality Food and Agriculture Organization
of the United Nations
Tender Reference no: 2020/FNPSE/FNPSE/105167
slope slope slope
1% slope 1% slope 1%
slope 1% 1%
1%
slope slope
1% 1%
ance
slope
1%
6" 6" 6"
4"
Entr
slope 4" 4"
slope slope
1% G(100X25/25) 1% G(100X25/25) 1% G(100X25/25) G(100X25/25) G(100X25/25)
slope slope slope
slope slope
1% 1% 1%
1% 1%
slope
1%
slope
1%
slope
slope slope slope slope slope 1% slope slope slope
slope slope
FIRE COLLECTOR 1% slope
1% 1% 1% slope
1% 1%
slope
1% 1% 1% 1% 1%
1% 1%
6"
To fire hose cabinets in the managerial building
To fire hose cabinets in the parkas
+857.82
slope
1%
slope slope
1% 1%
+852.52 +852.62
Development and Rehabilitation of Hebron Legend: General Notes:
Dwg. No: E.Husam Shweiki Scale : Project Title:
Designed by : Wholesale Market R.CONCRETE COLUMN STONE
E.Husam Shweiki
E.Khaldoun Ewaiwi Drawn by : Building Title: R.CONCRETE EARTH
BA-08 Checked by :
E.Husam Shweiki
E.Khaldoun Ewaiwi
Date :
Location : Hebron
2020
Drawing Title:
Building-B (Cold Storage)
Storm Water Drainage
CONCRETE
HOLLOW BLOCK
POLYSTYRENE BOARD
BASE COURSE LAYER
Hebron Municipality Food and Agriculture Organization
of the United Nations
Tender Reference no: 2020/FNPSE/FNPSE/105167
Water Stop
scale 1 : 5
Construction Joint Slope1.5%
Slope1.5%
CONSTRUCTION JOINTS
175
Compressor
1065
+856.02
300*300*3 mm profile
360
20
D
cold storage 03 200
460
warehouse
330
310
500*250*3 mm profile
30 100
100mm Block filled with
Concrete
20
20
100mm HIGH DENSITY
INSULATION 10 +852.82
+852.72
+852.52
300mm REINFORCED
CONC.SLAB
200mm REINFORCED
30
CONC.SLAB
100mm HIGH DENSITY
INSULATION
300mm REINFORCED
CONC.SLAB Under Ground
380
380
Water Well
3 mm Damp proofing membrane 3 mm Damp proofing membrane
10 cm Hollow Block 10 cm Hollow Block
+848.42
Development and Rehabilitation of Hebron Legend: General Notes:
Dwg. No: E.Husam Shweiki Scale : 1:100 Project Title:
Designed by :
Wholesale Market R.CONCRETE COLUMN STONE
E.Husam Shweiki
E.Khaldoun Ewaiwi Drawn by : Building Title: Building-B (Cold Storage) R.CONCRETE EARTH
BA-09 Checked by :
E.Husam Shweiki
E.Khaldoun Ewaiwi
Date : 2020
Location : Hebron
Drawing Title: Section A-A
CONCRETE
HOLLOW BLOCK
POLYSTYRENE BOARD
BASE COURSE LAYER
Hebron Municipality Food and Agriculture Organization
of the United NationsTender Reference no: 2020/FNPSE/FNPSE/105167
Aluminum flashing
100mm Sandwich panel 100mm Sandwich panel
Plaster
Plaster
10 cm Hollow Block Filled with plain
Concrete; gap between wall and
sandwich panel
Plaster
100 cm
3'' Galvanized steel pipes
Protection: 10 cm Hollow Block Filled to protect sandwich panels
100mm Sandwich panel with plain Concrete. wall and refrigerator doors
TECHNICAL ROOM COLD ROOM COLD ROOM COLD ROOM
10 cm
Concrete Column 60*40 cm
20 cm UPPER SLAB ON GRAD FOR COLD
ROOM
Protection: 10 cm Hollow Block Filled 20 cm SLAB ON GRAD FOR COLD ROOM
with plain Concrete. 10cm HIGH DENSITY INSULATION
10 cm LOWER SLAB ON GRAD FOR COLD
ROOM
DETAILS FOR WALL BETWEEN COLD ROOM DETAILS FOR WALL BETWEEN COLD ROOMS DETAILS FOR COLD ROOM FLOOR AND CORRIDOR FLOOR
D05 AND TECHNICAL ROOM D03 D01
Aluminum flashing
Aluminum flashing
A 100mm Sandwich panel
100mm Sandwich panel
Plaster Plaster
10 cm Hollow Block Filled with plain Plaster
Concrete; gap between wall and 10 cm Hollow Block Filled with plain
Store sandwich panel Concrete; gap between wall and
2 D04 sandwich panel
100 cm
100 cm
100 cm
Cold ROOM Cold ROOM 3'' Galvanized steel pipes
8 7 to protect sandwich panels
wall and refrigerator doors
D05
D03
10 cm
20 cm REINFORCED CONC. SLAB ON 20 cm UPPER SLAB ON GRAD FOR COLD
GRAD FOR COLD ROOM ROOM
20 cm REINFORCED CONC. SLAB ON
GRAD FOR COLD ROOM
10cm HIGH DENSITY INSULATION 10cm HIGH DENSITY INSULATION 20 cm REINFORCED CONC. SLAB ON
GRAD FOR CORRIDOR
10cm HIGH DENSITY INSULATION
10 cm LOWER SLAB ON GRAD FOR COLD
ROOM
D02 D01 Well Slab Well Slab
DETAILS FOR COLD ROOM FLOOR AND WELL SLAB
KEY PLAN A W
DETAILS FOR WALL BETWEEN COLD ROOMS
D02
01
D04
Development and Rehabilitation of Hebron Legend: General Notes:
Dwg. No: E.Husam Shweiki Scale : 1:200 Project Title:
Wholesale Market R.CONCRETE COLUMN STONE
Designed by : E.Husam Shweiki
BA-10 Checked by :
E.Khaldoun Ewaiwi
E.Husam Shweiki
Drawn by :
E.Khaldoun Ewaiwi
Date :
Location : Hebron
2020
Building Title:
Drawing Title:
Building-B (Cold Storage)
Floor Details for Cold Rooms
R.CONCRETE
CONCRETE
HOLLOW BLOCK
EARTH
POLYSTYRENE BOARD
Hebron Municipality Food and Agriculture Organization
BASE COURSE LAYER of the United NationsTender Reference no: 2020/FNPSE/FNPSE/105167
External Plaster finish 1
Stone finish 2
+860.44
W
02
2 2 2 +857.82
Parking Level
1
1
1
1 1
1
+854.15
1 1 1 1 +852.62 +852.72 +852.72
Cold Storage Warehouse Level
D
02
+848.42
Under Ground Well Level
External Plaster finish 1 +860.44
Stone finish 2
2
2 +857.82
Parking Level
1
1 1
D 1
+854.15 02
+852.72
Cold Storage Warehouse Level
+848.42
Under Ground Well Level
Development and Rehabilitation of Hebron Legend: General Notes:
Dwg. No: E.Husam Shweiki Scale : Project Title:
Designed by : Wholesale Market R.CONCRETE COLUMN STONE
E.Husam Shweiki
E.Khaldoun Ewaiwi Building Title:
BA-11 Building-B (Cold Storage) R.CONCRETE
Drawn by : Date : 2020
EARTH
E.Khaldoun Ewaiwi CONCRETE POLYSTYRENE BOARD
Checked by : Drawing Title:
E.Husam Shweiki Location : Hebron Elevations HOLLOW BLOCK BASE COURSE LAYER
Hebron Municipality Food and Agriculture Organization
of the United NationsTender Reference no: 2020/FNPSE/FNPSE/105167
N
292
170 90 32
321
140
10 106
85
175
80
448
60
430
360
375
150
10
20
115
125
175
230
90
337
134 150 134
418
Development and Rehabilitation of Hebron Legend: General Notes:
Dwg. No: E.Husam Shweiki Scale : Project Title: Wholesale Market R.CONCRETE COLUMN STONE
Designed by : E.Husam Shweiki
E.Khaldoun Ewaiwi Building Title: Building-B (Cold Storage)
BA-12
R.CONCRETE
Drawn by : Date : 2020
EARTH
E.Khaldoun Ewaiwi CONCRETE POLYSTYRENE BOARD
Checked by : Drawing Title:Security
E.Husam Shweiki Location : Hebron Room Dimensions Plan HOLLOW BLOCK BASE COURSE LAYER
Hebron Municipality Food and Agriculture Organization
of the United NationsTender Reference no: 2020/FNPSE/FNPSE/105167
N
D
05
D
W 06
03
W
02
W
02
Development and Rehabilitation of Hebron Legend: General Notes:
Dwg. No: E.Husam Shweiki Scale : Project Title:
Designed by :
Wholesale Market R.CONCRETE COLUMN STONE
E.Husam Shweiki
E.Khaldoun Ewaiwi Building Title: Building-B (Cold Storage)
BA-13
R.CONCRETE
Drawn by : Date :
EARTH
2020
E.Khaldoun Ewaiwi CONCRETE POLYSTYRENE BOARD
Checked by : Drawing Title: Security
E.Husam Shweiki Location : Hebron Room Furniture Plan HOLLOW BLOCK BASE COURSE LAYER
Hebron Municipality Food and Agriculture Organization
of the United NationsTender Reference no: 2020/FNPSE/FNPSE/105167
N
Development and Rehabilitation of Hebron Legend: General Notes:
Dwg. No: E.Husam Shweiki Scale : Project Title:
Designed by :
Wholesale Market R.CONCRETE COLUMN STONE
E.Husam Shweiki
E.Khaldoun Ewaiwi Building Title: Building-B (Cold Storage)
BA-14
R.CONCRETE
Drawn by : Date :
EARTH
2020
E.Khaldoun Ewaiwi CONCRETE POLYSTYRENE BOARD
Checked by : Drawing Title:
E.Husam Shweiki Location : Hebron Storm Water Drainage HOLLOW BLOCK BASE COURSE LAYER
Hebron Municipality Food and Agriculture Organization
of the United NationsTender Reference no: 2020/FNPSE/FNPSE/105167
+860.44
+857.97 +857.82
Parking Level
South Elevation East Elevation
+852.72
Cold Storage
Warehouse Level
Development and Rehabilitation of Hebron Legend: General Notes:
Dwg. No: E.Husam Shweiki Scale : Project Title:
Designed by :
Wholesale Market R.CONCRETE COLUMN STONE
E.Husam Shweiki
E.Khaldoun Ewaiwi Building Title: Building-B (Cold Storage)
BA-15
R.CONCRETE
Drawn by : Date :
EARTH
2020
E.Khaldoun Ewaiwi CONCRETE POLYSTYRENE BOARD
Checked by : Drawing Title:
E.Husam Shweiki Location : Hebron South&EastElevations HOLLOW BLOCK BASE COURSE LAYER
Hebron Municipality Food and Agriculture Organization
of the United NationsTender Reference no: 2020/FNPSE/FNPSE/105167
+860.44
+857.97
+857.82
+857.82
Parking Level
West Elevation North Elevation
+852.72
Cold Storage
Warehouse Level
Development and Rehabilitation of Hebron Legend: General Notes:
Dwg. No: E.Husam Shweiki Scale : Project Title:
Designed by :
Wholesale Market R.CONCRETE COLUMN STONE
E.Husam Shweiki
E.Khaldoun Ewaiwi Building Title: Building-B (Cold Storage)
BA-16
R.CONCRETE
Drawn by : Date :
EARTH
2020
E.Khaldoun Ewaiwi CONCRETE POLYSTYRENE BOARD
Checked by : Drawing Title:
E.Husam Shweiki Location : Hebron West&North Elevations HOLLOW BLOCK BASE COURSE LAYER
Hebron Municipality Food and Agriculture Organization
of the United NationsTender Reference no: 2020/FNPSE/FNPSE/105167
320
Variable
180
250
Sliding Rail Door
320
80
F.F.L
80
F.F.L
D D D D
01 02 03 04
Quantity 2 Quantity 2 Quantity 8 Quantity 2
Clear Ope(W X H) cm Variable Clear Ope(W X H) cm 320x 320 Clear Ope(W X H) cm 200*250 Clear Ope(W X H) cm 80*80
0.50
80
0.20
Galvanized steel Pipe 35MM
Melamine Finish
Galvanized Steel Frame
210
Rod Ø 10mm
Metal Sheet
Adjustment Part
F.F.L F.F.L
D D
0.26
05 06
Quantity 2 Quantity 1
Clear Ope(W X H) cm 90x 210 Clear Ope(W X H) cm 80x 210
Development and Rehabilitation of Hebron Legend: General Notes:
Dwg. No: E.Husam Shweiki Scale : Project Title:
Designed by :
Wholesale Market R.CONCRETE COLUMN STONE
E.Husam Shweiki
E.Khaldoun Ewaiwi Building Title:
BA-17 Building-B (Cold Storage) R.CONCRETE
Drawn by : Date : 2020
EARTH
E.Khaldoun Ewaiwi CONCRETE POLYSTYRENE BOARD
Checked by : Drawing Title:
E.Husam Shweiki Location : Hebron Doors Schedule HOLLOW BLOCK BASE COURSE LAYER
Hebron Municipality Food and Agriculture Organization
of the United NationsTender Reference no: 2020/FNPSE/FNPSE/105167
Plastering
CONCRETE
1.5mm Metal
Sheet Frame
A
B Fixed B
A W
01
Plastering
C
CONCRETE
W1
C
3cm LOCAL MARBLE
35
C
.02 .12 .8 .2
.13
C W Out In
03
variable
W
02 Aluminum Frame
.2
Concerete
5CM STONE
Hollow Block
Polystrine Sheets
Plaster
variable
W2-W3
Development and Rehabilitation of Hebron Legend: General Notes:
Dwg. No: E.Husam Shweiki Scale : Project Title:
Designed by :
Wholesale Market R.CONCRETE COLUMN STONE
E.Husam Shweiki
E.Khaldoun Ewaiwi Drawn by : Building Title: R.CONCRETE EARTH
Building-B (Cold Storage)
BA-18 Checked by :
E.Husam Shweiki
E.Khaldoun Ewaiwi
Date :
Location : Hebron
2020
Drawing Title:
Windows Schedule & Details
CONCRETE
HOLLOW BLOCK
POLYSTYRENE BOARD
BASE COURSE LAYER
Hebron Municipality Food and Agriculture Organization
of the United NationsTender Reference no: 2020/FNPSE/FNPSE/105167
Concrete
G Stone
ROLE OF STEEL
STEEL SHEET
G
D1
SCALE 1:25
Development and Rehabilitation of Hebron Legend: General Notes:
Dwg. No: E.Husam Shweiki Scale : Project Title:
Designed by :
Wholesale Market R.CONCRETE COLUMN STONE
E.Husam Shweiki
BA-19 E.Khaldoun Ewaiwi Building Title: R.CONCRETE
Drawn by : Date : 2020 Building-B (Cold Storage)
EARTH
E.Khaldoun Ewaiwi CONCRETE POLYSTYRENE BOARD
Checked by : Drawing Title:
E.Husam Shweiki Location : Hebron D01 Details HOLLOW BLOCK BASE COURSE LAYER
Hebron Municipality Food and Agriculture Organization
of the United NationsRefrigerator door
10CM SANDWICH PANELS
Ramp Slope 10% U GALVANIZE STEEL 4MM
10CM SANDWICH PANELS
200 210
210
160 200 210
3'' Galvanized steel pipes
3'' Galvanized steel pipes to protect sandwich panels
to protect sandwich panels
wall and refrigerator
Refrigerator door Plan wall and refrigerator
doors
doors
3'' Galvanized steel pipes
to protect sandwich panels
wall and refrigerator STEEL RAIL 14MM
doors
255
Sliding Rail Door
Compact handle
192
10CM SANDWICH PANELS 10CM SANDWICH PANELS
GALVANIZE STEEL SHEET 20CM /1.5MM
Sliding Rail Door
Rubber 2CM
240
Refrigerator door DetailsD-3
50
42
F.F.L
GALVANIZE STEERL SHEET 20CM /1.5MM
3'' Galvanized steel pipes 3'' Galvanized steel pipes
to protect sandwich panels
wall and refrigerator Refrigerator door Elevation to protect sandwich panels
wall and refrigerator
doors doors
Development and Rehabilitation of Hebron Legend: General Notes:
Dwg. No: E.Husam Shweiki Scale : Project Title:
Designed by :
Wholesale Market R.CONCRETE COLUMN STONE
E.Husam Shweiki
E.Khaldoun Ewaiwi Drawn by : Building Title: R.CONCRETE EARTH
Building-B (Cold Storage)
BA-20 Checked by :
E.Husam Shweiki
E.Khaldoun Ewaiwi
Date : 2020
Location : Hebron
Drawing Title: Refrigerator door Details-D03
CONCRETE
HOLLOW BLOCK
POLYSTYRENE BOARD
BASE COURSE LAYER
Hebron Municipality Food and Agriculture Organization
of the United NationsTender Reference no: 2020/FNPSE/FNPSE/105167
Variable
Steel Profile 80*40*2.25 290*50*2.25 mm Steel Frame
Steel Frame
290*50*2.25 mm
Steel Profile
80*40*2.25 mm
Profile 30*30*2 mm
Profile 30*30*2.25
Hinge
Variable
D6+D7 SCALE 1:25
Galvanized Sheet
10CM G.I SCREW 10CM G.I SCREW Galvanized Sheet
2mm
4.5*3.5 CM HARD WOOD EDGING (OAK)
VARNISH LACQUER PAINTED
9.5*3.7 CM. SOFTWOOD STILE
F.F.L
FORMICA SHEET
IN
4.5CM
OUT
FORMICA SHEET
50x15
WODEN
HINGE
etailsofteelProfileoor D2+D8
4.5*3.5 CM HARD WOOD
9.5*3.7 CM. SOFTWOOD STILE
EDGING (ZAN)
VARNISH LACQUER PAINTED
Development and Rehabilitation of Hebron Legend: General Notes:
Dwg. No: E.Husam Shweiki Scale : Project Title:
Designed by :
Wholesale Market R.CONCRETE COLUMN STONE
E.Husam Shweiki
E.Khaldoun Ewaiwi Drawn by : Building Title: R.CONCRETE EARTH
Building-B (Cold Storage)
BA-21
Date : 2020
E.Khaldoun Ewaiwi CONCRETE POLYSTYRENE BOARD
Checked by : Drawing Title:
E.Husam Shweiki Location : Hebron D06,07,02,08 Details HOLLOW BLOCK BASE COURSE LAYER
Hebron Municipality Food and Agriculture Organization
of the United NationsTender Reference no: 2020/FNPSE/FNPSE/105167
A-000
AD
Insulation Rock Wool Variable
Metal Sheet 1.25 mm Thick
Screw
Adjustment Part Out In
8
Metal Sheet 1.25 mm Thick
Rod Ø 10mm
234
CYLINDER LOCK
Brush
Detail 3 Threashold
Detail 3
Galvanized Steel Frame 15 mm Thick
AD AD
A-000 A-000
Detail 1
Adjustment Part Adjustment Part
A-000
AD
Rubber
Detail 1
Scale 1:20
In
Hinge Out
Scale 1:20
100
Scale 1:1
2.0
3.5
Detail 2 5.0 Tie
30
37
30
Galanized Frame 15 mm Thick
5
Detail 2
TYPICAL HORIZONTAL SECTION THROUGH Metal Sheet 1.25 mm thick
METAL DOOR OF TYPE D10 Rock Wool or Plystyrene Filling
SCALE 1:5 (MULTI LOCK DOOR) MetalSheet 1.25 mm thick
Scale 1:5
Development and Rehabilitation of Hebron Legend: General Notes:
Dwg. No: E.Husam Shweiki Scale : Project Title:
Designed by :
Wholesale Market R.CONCRETE COLUMN STONE
E.Husam Shweiki
E.Khaldoun Ewaiwi Drawn by : Building Title: Building-B (Cold Storage)
R.CONCRETE EARTH
BA-22
Date : 2020
E.Khaldoun Ewaiwi CONCRETE POLYSTYRENE BOARD
Checked by : Drawing Title:
E.Husam Shweiki Location : Hebron D05 Details HOLLOW BLOCK BASE COURSE LAYER
Hebron Municipality Food and Agriculture Organization
of the United NationsTender Reference no: 2020/FNPSE/FNPSE/105167
D1 Section in The Wall SCALE 1:10
D2 Section in The Window SCALE 1:10 D3 Section in The Wall SCALE 1:20
35.0
35
.02 .12 .8 .2
.13
In In
Out Out
0.35
Plaster
Aluminum Frame
.2
Hollow Block
Concerete
Polystrine Sheets 5CM STONE
Hollow Block
5CM STONE
Concerete Polystrine Sheets Concerete
Plaster Pipe
5CM STONE Plaster
Out In Tile
Hollow Block
Sand + Mortar
Reinforced Base Slab
Polyetheline 25 micron sheets
Base-Course
Compacted Fill
Pipe
Tile
Sand + Mortar
Reinforced Base Slab
Base-Course
Compacted Fill
D4 Section in The Window SCALE 1:10
MASTIC FILL
Reinforced Concrete
Concerete
Local Marble INSULATION MEMBRANE 4KG
Polystrine Sheets
In CORNER METAL LATH
Hollow Block
GALVANIZED METAL LATH
Plaster 20cm WIDTH
.10
.21
.05
.35
.20
.15
Silicon
Out
Development and Rehabilitation of Hebron Legend: General Notes:
Dwg. No: E.Husam Shweiki Scale : Project Title:
Designed by :
Wholesale Market R.CONCRETE COLUMN STONE
E.Husam Shweiki
E.Khaldoun Ewaiwi Drawn by : Building Title: R.CONCRETE EARTH
Building-B (Cold Storage)
BA-23 Checked by :
E.Husam Shweiki
E.Khaldoun Ewaiwi
Date :
Location : Hebron
2020
Drawing Title:
Architectural Details
CONCRETE
HOLLOW BLOCK
POLYSTYRENE BOARD
BASE COURSE LAYER
Hebron Municipality Food and Agriculture Organization
of the United NationsTender Reference no: 2020/FNPSE/FNPSE/105167
2.0 CM Agricultural Soil COMPACTED SUB-BASE
2.2 cm. PLASTER
CRUSHED STONE SUB BASE
PLASTER
20cm BASE COURSE
15cm RC Concrete
2 cm. MORTAR
14
40*10cm PORCELINE
10
2.0 CM
1.8 CM
20*20 cm. CERAMIC TILES
2 cm. MORTAR
1.8 CM
2 cm. MORTAR
FFL.
2mm. MORTAR (robeh)
FFL.
2mm. MORTAR (robeh)
2.0cm
0.6cm
40*40cm PORCELiNE 20*20 cm. CERAMIC TILES
FLOOR TILES
MORTAR
2.4cm
2 cm. MORTAR
2.0cm
7cm. SAND AND CEMENT FILL
(DRY MIX)
7 cm. SAND FILL
7 cm
7 cm
WALL
P.C. CURB STONE
WALL
CL. 10
0
R. CONC. SLAB
20
R.C. SLAB
R=20
250
100
170 15*35 PLAIN CONCRETE (B25)
SAND CEMENT MORTAR
15*35 PLAIN CONCRETE (B25)
Development and Rehabilitation of Hebron Legend: General Notes:
Dwg. No: E.Husam Shweiki Scale : Project Title:
Designed by : Wholesale Market R.CONCRETE COLUMN STONE
E.Husam Shweiki
E.Khaldoun Ewaiwi Building Title:
BA-24 Building-B (Cold Storage) R.CONCRETE
Drawn by : Date : 2020
EARTH
E.Khaldoun Ewaiwi CONCRETE POLYSTYRENE BOARD
Checked by : Drawing Title:
E.Husam Shweiki Location : Hebron Architectural Details HOLLOW BLOCK BASE COURSE LAYER
Hebron Municipality Food and Agriculture Organization
of the United NationsTender Reference no: 2020/FNPSE/FNPSE/105167
Cold ROOM Cold ROOM Cold ROOM Cold ROOM Cold ROOM Cold ROOM Cold ROOM Cold ROOM
8 7 6 5 4 3 2 1
Corridor
panel specification
Insulated Wall and Ceiling Panel Specification.
SPECIFICATION: Insulated panels for temperature controlled and hygiene safety building applications. These panels range in thickness from 100mm to 150mm. The internal core of the panels is an ECOSAFE, environmentally sustainable PIR Insulation which is non-deleterious with zero Ozone Depletion Potential.
The external and internal sheets are hot dipped S220GD + ZA zinc/aluminium coated metal to BS EN 10326: 2004 (Continuously hot dip coated strip and sheet of structural steels. Technical delivery conditions). The final coatings are determined by position in the factory. The areas not in contact with food have a Polyster finish: Fully
foodsafe coating although not recommended for prolonged contact with moist or wet food. All panels which are in contact with food a foodsafe laminate finish are specified. This finish is safe for continuous contact with food. The KS1100 CS insulated panel system is both LPCB and FM approved. LPCB certified to LPS 1208 up to
60minutes. FM approved to FMRC 4880 Class 1 Fire Classification (no height restriction). The steel outer and inner facings have Class 1 surface spread of flame to BS 476-7:1997.
Thickness =100mm U-Value. (W/m2K)0.20 W/m2K
Reinforcement Concrete Wall
Block Wall
insulated panel wall and ceiling plans 100 mm Insulated Panel Wall
100 mm Insulated Panel Ceilings
Development and Rehabilitation of Hebron Legend: General Notes:
Dwg. No: E.Husam Shweiki Scale : Project Title:
Designed by : Wholesale Market R.CONCRETE COLUMN STONE
E.Husam Shweiki
BA-25 E.Khaldoun Ewaiwi Building Title: Building-B (Cold Storage) R.CONCRETE
Drawn by : Date : 2020
EARTH
E.Khaldoun Ewaiwi CONCRETE POLYSTYRENE BOARD
Checked by :
E.Husam Shweiki Drawing Title: insulated panel wall Food and Agriculture Organization
Location : Hebron and ceiling plans specification HOLLOW BLOCK BASE COURSE LAYER
Hebron Municipality
of the United NationsTender Reference no: 2020/FNPSE/FNPSE/105167
A
2.52
+85
2.62
+85
7.82
+85
Security
Room
En
tra
nce
A
Gate 2
Security Room (1)
Typical Detail of Steel Mesh (Type 2)
Gate 2
Concrete Wall Concrete Wall
Development and Rehabilitation of Hebron Legend: General Notes:
Dwg. No: E.Husam Shweiki Scale : Project Title:
Designed by :
Wholesale Market R.CONCRETE COLUMN STONE
E.Husam Shweiki
E.Khaldoun Ewaiwi Building Title: R.CONCRETE
BA-26
Drawn by : Date : 2020 Building-B (Cold Storage) EARTH
E.Khaldoun Ewaiwi CONCRETE POLYSTYRENE BOARD
Checked by : Drawing Title:
E.Husam Shweiki Location : Hebron Parking Walls Elevation HOLLOW BLOCK BASE COURSE LAYER
Hebron Municipality Food and Agriculture Organization
of the United NationsTender Reference no: 2020/FNPSE/FNPSE/105167
Building-B (Cold Storage)
Structural Drawings
(FEB-2020)Tender Reference no: 2020/FNPSE/FNPSE/105167
Specification in the structural drawing is
prior to any description in this standard drawing. 1-Painting with two coats of nitoproof 30 A A B B
shall bE.Lmployed to protect and seal all reinforced x x y y
concrete below grade or in contact with soil, for: 5 2 1 2 1
25∅
- side faces and top of footings,
The building is designed for 4 stories. - side faces and top of grade beams,
- side faces of columns and walls below grade, 4
12∅ k 3 k
2-Polyethylene 500 micron thickness for:
Loads is according to Jordanian code 2\90 - bottom of reinforced slab on grade.
- bottom of footings. Placement of bars shall be as follows, unless indicated
1) GRAVITY LOAD :
- bottom of grade beams. otherwise:
Live Load, LL = 20 KN/m FOR COLD STORAGE 1-Top bars at interior supports shall be placed centrally
on the support axis lines,for approximately equal span.
Live Load, LL = 10 KN/m FOR PARKING
The following two types of reinforced concrete shall
bE.Lmployed: 2-Top bars in spans shall be placed to lap equal lengths
with support top bars at both left and right.
B35- Cube strength 30 N/mm for Slab on Grade and stair case and solid slab .
B35- Cube strength 30 N/mm for External work Reinforced Concrete. 3-Bottom bars in interior spans shall be placed to
Design, detailing and workmanship shall be according to extend equal lengths beyond support centerlines at
B35 - Cube strength 30 N/mm for columns and shear walls reinforced concrete
both left and right.
the American Concrete Institute Code ACI 318-02
Characteristic Strength is defined by a 150 mm cube at age of 28 days
4-Bottom bars in exterior spans shall be placed such
according to Palestinian Standard (Ps55 - 200).
that they extend a length equal to 12 times bar size
Minimum cement content, per cubic meter, shall be: beyond the centerline of thE.Lxterior support. This
B25 - 275 kilograms length may include a 90 degree bend if sufficient
All Dimensions are in Centimetes unless otherwise indicated B30 - 350 kilograms room does not exist.
B35 - 400 kilograms
Maximum water-cement ratio shall be: 5-L bars as top reinforcement at exterior supports shall
B250 - 0.65 B350 - 0.45
extend 25 times the bar size beyond the bend.
B300 - 0.50 B400 - 0.40
1- Structural drawings shall be read in conjunction with
Architectural, Mechanical and Electrical drawings.
The following two types of plain concrete shall
2- Sleeves and openings smaller than 200X200 mm are bE.Lmployed:
not shown on the Structural drawings. For required
B15 - Cube strength 15 N/mm for all plain concrete blinding
openings refer to Architectural, Mechanical and under ground beams
Electrical drawings.
3- Contractor shall prepare working drawings and bar
bending schedules for reinforcement in a format Characteristic Strength is defined by a 150 mm cube at age of 28 days.
agreed upon by thE.Lngineer. according to Palestinian Standard(Ps55 - 200).
4- Drawings are not necessarily to scale. Minimum Radius of Bend for L Bars and U Bars shall be
Minimum cement content, per cubic meter, shall be: as follows. For other bars, minimum radius of bend shall
5- Chamfers for fair faced concrete are not shown on B20 - 275 kilograms.
Structural Drawings. Reference should be made to equal to 3 times bar size for High-yield Steel.
Architectural details for such purpose. Maximum water-cement ratio shall be:
B200 - 0.75 r
If sufficient room does not exist
for L Bars to extend 25 times
B. = Bottom Bars the bars size beyond the bend,
T. = Top Bars a 180 degree hook shall be made.
M. = Mid Bars Clear concrete cover to reinforcement shall be:
EF = Each Face 30 mm for Columns , columns necks ,shea walls and shear walls necks
H = Horizontal Bars 50mm for Footings and ground beams r
50 mm for back concrete faces in retaining walls. U Bars shall have legs of equal
L = L shaped Top Bars 30 mm for internal concrete faces above grade.
length, unless indicated otherwise.
U = U shaped Bars 30 mm for exposed fair faced concrete surfaces.
V = Vertical Bars
TOC = Top of concrete
Maximum aggregate size shall be 20 mm. r
# = Reinforcement in Both Directions
@ Spacing in cm. Center to Center
1. The foundations are designed for estimated
allowable bearing capacity 400 KPa for single footings
and 380 KPa for continuous footings
An alphanumeric marking system is employed for 8 55
structural members. 3. The Contractor shall ensure that:- 10 70
a-The foundation layer possesses this allowable capacity. 12 85
A member mark or detail mark is made up of one or two b-Earth Layers in the site dont have the ability for land sliding. 14 100
alphabetic characters followed by one or two numeric 16 120
digits. 4. Drainage pipes are designed to pass below the structural
18 140
slab on grade. It shall be the contractor's responsibility
20 160
The alphabetic characters define a series of structural to ensure that all piping below the slab on grade is 22 180
members. Members which fall in a series usually are of installed before the slab on grade is cast. 25 215
the same type or have the same or similar cross section. 32 300
The character designation employed for member series is
as follows:
Beams B
Columns C 1- All reinforcing bars shall be deformed high strength steel
Footings F bars of Characteristic Strength equal to fy=4200 kg/cm.
Grade Beams GB
Ribbed Slabs R.S 2- Reinforcement shall comply with ASTM standards.
Solid Slabs S.S 3- Reinforcement shall be placed as shown on the
Stairs S drawings and in the lengths specified.
Strip Footings S.F 4- Where bar length is not specified, longest
Wall Beams W particular bar length shall be employed with
Sections A,B,C,D staggered lap splices. Lap length shall be 60 times
bar diameter.
Slab on Grade S.O.G
Development and Rehabilitation of Hebron Legend: General Notes:
Dwg. No: Scale : Project Title:
Designed by :
Wholesale Market R.CONCRETE COLUMN STONE
E.Nabil Talahme
Building Title:
BS-01 E.Nabil Talahme Building-B (Cold Storage) R.CONCRETE
Drawn by : Date : 2020
EARTH
CONCRETE POLYSTYRENE BOARD
Checked by : Drawing Title:
E.Nabil Talahme Location : Hebron Design Requirements HOLLOW BLOCK BASE COURSE LAYER
Hebron Municipality Food and Agriculture Organization
of the United NationsTender Reference no: 2020/FNPSE/FNPSE/105167
1-
S max = d/4, 8 bar dia.,
Column Ties continue
through Beam:Column 25 hoop dia, 30cm.
ho/3
Joint at Half Spacing
Desirable location
ho
of lap joint
5cm 5cm
. max. max.
2d Smax=d/2
ho/3
0
l
Smax =d/4, 8 bar dia., 2-
25 hoop dia, 30cm.
l 0 =member depth d,
S04 1/6 clear member span,
50cm.
General Structural Details
Joint of Main Reinforcing Bar for Columns Typical Reinforcement Detail
Lap Joint Interior Beam:Column Joint at Roof.
1/4(smallest member dim.), 10cm.
1/4(smallest member dim.), 10cm.
l 0 =member depth d1,
1/6 clear member span, Column Ties continue through
Beam:Column Joint at Half
80cm. Spacing
Ties at Half Spacing
over Splice Length
Column Ties continue
through Beam:Column 3-
Joint at Half Spacing
0
l
Smax=
Smax=
Max Bar Crank at 1:12
SYMBOLS
5cm = Structural Shear Wall
max.
2d Smax=d/2 = Structural Column.
= Drop Beam.
0
l
Smax =d/4, 8 bar dia., = Inverted Beam or Parapet Above
25 hoop dia, 30cm. Slab Level.
5cm 5cm = Natural Ground.
max. max.
2d Smax=d/2 l 0 =member depth d, = Selected Granular Backfill.
1/6 clear member span,
0
l
50cm. = Polystyrene.
Smax =d/4, 8 bar dia.,
= Polyethyline.
25 hoop dia, 30cm.
= Plain Concrete.
= Waterproofing.
Typical Reinforcement Detail Typical Reinforcement Detail
Interior Beam:Column Joint. Exterior Beam:Column Joint at Roof.
Development and Rehabilitation of Hebron Legend: General Notes:
Dwg. No: Scale : Project Title:
Designed by :
Wholesale Market R.CONCRETE COLUMN STONE
E.Nabil Talahme
Building Title:
BS-02 E.Nabil Talahme Building-B (Cold Storage) R.CONCRETE
Drawn by : Date : 2020
EARTH
CONCRETE POLYSTYRENE BOARD
Checked by : Drawing Title:
E.Nabil Talahme Location : Hebron General Structural Details HOLLOW BLOCK BASE COURSE LAYER
Hebron Municipality Food and Agriculture Organization
of the United NationsTender Reference no: 2020/FNPSE/FNPSE/105167
6-
4- 5- 7-
2∅16
ON EACH FACE (TYP.)
80cm
2∅16
MIN. (TYP.)
3.0 < L < 5m
2∅16 2∅16
NOTES:
A) concrete grade B20
B) Slump 150 mm.
8- C) Max Aggregate size 12mm.
NOTES:
A) concrete grade B20
B) Slump 150 mm. 10-
C) Max Aggregate size 12mm. 12-
20
L < 3.0m
9-
L >5m
NOTES:
A) concrete grade B20
B) Slump 150 mm.
C) Max Aggregate size 12mm.
NOTES:
A) concrete grade B20
B) Slump 150 mm.
C) Max Aggregate size 12mm.
NOTES:
A) concrete grade B20
B) Slump 150 mm.
C) Max Aggregate size 12mm.
NOTES:
A) concrete grade B20
B) Slump 150 mm.
Development and Rehabilitation of Hebron Legend: General Notes:
Dwg. No: Scale : Project Title: C) Max Aggregate size 12mm.
Designed by :
Wholesale Market R.CONCRETE COLUMN STONE
E.Nabil Talahme
Building Title:
BS-03 E.Nabil Talahme Building-B (Cold Storage) R.CONCRETE
Drawn by : Date : 2020
EARTH
CONCRETE POLYSTYRENE BOARD
Checked by : Drawing Title:
E.Nabil Talahme Location : Hebron General Structural Details HOLLOW BLOCK BASE COURSE LAYER
Hebron Municipality Food and Agriculture Organization
of the United NationsTender Reference no: 2020/FNPSE/FNPSE/105167
847.60
E.L 850.80 850.80 850.80
MAT 1 (H=70 cm) E.L E.L
1
E.L
1
SWF1(120X50 )
1
C3 SW4 C3 SW4 C3 SW1 C3 SW1 C3 SW1 C3 SW1 C3 SW1 C3 SW1 C3 SW1 C3
1
1
1
SW1
SW5
SWF1(120X50 )
SW4
SW6
2 2
4 4 850.80
E.L
850.80
E.L
850.80
E.L
850.80
850.80
E.L
850.80
E.L
F2(315X315X75) F2(315X315X75) F2(315X315X75) E.L
F2(315X315X75) F2(315X315X75) F2(315X315X75)
C3 C1 C1 C1 C1 C1 C1 C1 C2
OPENINGS (140X70) C1
SW7
SW1
850.80
E.L
850.80 850.80 850.80 850.80 850.80 850.80
SW4
850.80
SW5
E.L E.L E.L E.L E.L E.L
F2(315X315X75) F2(315X315X75) F2(315X315X75) F2(315X315X75) F2(315X315X75) F2(315X315X75) E.L
SW1
C2
1
C1 C1 C1 C1 C1 C1 C1 C2 1
C3
SWF1(
120X50
SW1
850.80
E.L
SW4
F1(260X260X60)
)
SW5
850.80 850.80 850.80 850.80 850.80
E.L E.L E.L E.L E.L 850.80
F1(260X260X60) F1(260X260X60) F1(260X260X60) F1(260X260X60) F1(260X260X60) E.L
3
C2 SWF2(150X50 )
C2 C2 C2 C2 C2 C2 C2 C2 C2
SW3 SW2 SW2
3
Shear Walls Reinforcements Table
Thickness (cm) Vertical Horizontal
Shear Wall Reinforcement Reinforcement
Water Tank Ground Story For All Stories For All Stories
SW1 --- 30 2Ø12@15 2Ø12@20
SW2 --- 25 2Ø12@15 2Ø12@20
SW3 30 30 2Ø12@15 2Ø12@20
SW4 30 30 2Ø12@15 2Ø12@20
SW5 30 --- 2Ø12@15 2Ø12@20
SW6 30 --- 2Ø12@15 2Ø12@20
SW7 30 --- 2Ø12@15 2Ø12@20
Development and Rehabilitation of Hebron Legend: General Notes:
Dwg. No: Scale : Project Title:
Designed by :
Wholesale Market R.CONCRETE COLUMN STONE
E.Nabil Talahme
Building Title:
BS-04 E.Nabil Talahme Building-B (Cold Storage) R.CONCRETE
Drawn by : Date : 2020
EARTH
CONCRETE POLYSTYRENE BOARD
Checked by : Drawing Title:Axes
E.Nabil Talahme Location : Hebron Plan for Footing & Columns HOLLOW BLOCK BASE COURSE LAYER
Hebron Municipality Food and Agriculture Organization
of the United NationsTender Reference no: 2020/FNPSE/FNPSE/105167
Polyethyline sheet 500 micron thick Polyethyline sheet 500 micron thick
SLAB ON GRADE 15 CM SLAB ON GRADE 15 CM
SOLID SLAB 30 CM SOLID SLAB 30 CM
2∅12@15cm 2∅12@15cm
2∅12@15cm 2∅12@15cm
2∅12@20cm 2∅12@20cm
2∅12@20cm 2∅12@20cm
Compacted Selected Fill layers 20cm Each Compacted Selected Fill layers 20cm Each
or Natural Earth TO 95% or Natural Earth TO 95%
Polyethyline sheet 500 micron thick Polyethyline sheet 500 micron thick
ASPHALT YARD Polyethyline sheet 500 micron thick
10cm HIGH DENSITY INSULATION 10cm HIGH DENSITY INSULATION
2∅12@20cm 2∅12@20cm
S.S.S(Suspended Solid Slab) S.S.S(Suspended Solid Slab)
SLAB ON GRADE
Base coarse Layer 20cm
Compacted To 98%
Base coarse Layer 20cm
2∅12@15cm 2∅12@15cm 2∅12@15cm 2∅12@15cm
Compacted To 98%
Base coarse Layer 20cm Base coarse Layer 20cm
Compacted To 98% Compacted To 98%
Compacted Selected Fill layers 20cm Each Compacted Selected Fill layers 20cm Each Compacted Selected Fill layers 20cm Each
or Natural Earth TO 95% or Natural Earth TO 95% or Natural Earth TO 95%
E.L E.L E.L
Development and Rehabilitation of Hebron Legend: General Notes:
Dwg. No: Scale : Project Title:
Designed by :
Wholesale Market R.CONCRETE COLUMN STONE
E.Nabil Talahme
Building Title:
BS-05 E.Nabil Talahme Building-B (Cold Storage) R.CONCRETE
Drawn by : Date : 2020
EARTH
CONCRETE POLYSTYRENE BOARD
Checked by : E.Nabil Talahme Drawing Title: Footing
Location : Hebron Reinforcements Details HOLLOW BLOCK BASE COURSE LAYER
Hebron Municipality Food and Agriculture Organization
of the United NationsTender Reference no: 2020/FNPSE/FNPSE/105167
Polyethyline sheet 500 micron thick
10cm HIGH DENSITY INSULATION
2∅12@15cm 2∅12@15cm 2∅12@15cm 2∅12@15cm
S.S.S(Suspended Solid Slab)
Base coarse Layer 20cm
Compacted To 98% Base coarse Layer 20cm
Compacted To 98%
E.L
SOLID SLAB 20 CM
Polyethyline sheet 500 micron thick
10cm HIGH DENSITY INSULATION
SOLID SLAB 30 CM
SOLID SLAB 20 CM Base coarse Layer 20cm
Compacted To 98%
Compacted Selected Fill layers 20cm Each
or Natural Earth TO 95%
Compacted Selected Fill layers 20cm Each
or Natural Earth TO 95%
Water Stop
scale 1 : 5
E.L
Development and Rehabilitation of Hebron Legend: General Notes:
Dwg. No: Scale : Project Title:
Designed by :
Wholesale Market R.CONCRETE COLUMN STONE
E.Nabil Talahme
Building Title:
BS-06 E.Nabil Talahme Building-B (Cold Storage) R.CONCRETE
Drawn by : Date : 2020
EARTH
CONCRETE POLYSTYRENE BOARD
Checked by : E.Nabil Talahme Drawing Title: Footing
Location : Hebron Reinforcements Details HOLLOW BLOCK BASE COURSE LAYER
Hebron Municipality Food and Agriculture Organization
of the United NationsTender Reference no: 2020/FNPSE/FNPSE/105167
COLUMNS SCHEDULE
MARKS C1 C2 C2
column transverse
reinforcement must
LOCATION ALL SECTION ALL SECTION ALL SECTION continue through the joint
THIRD FLOOR column transverse
reinforcement must
SECOND FLOOR continue through the joint
FIRST FLOOR
GROUNG FLOOR
ELEVATION
SCALE 1:10
31 25 10
5
5
5
∅ 8@20cm ∅ 6@50cm max ∅ 4mm L=100mm
(Preanchored) Galvanized steel bar
(Hook)
B X D 50X65 40X60 30X60 (Pin)
MAIN BARS 16∅20 14∅20 12∅18
HOOPS 3∅10@10cm 3∅10@10cm 2∅10@10cm
3∅10@20 cm 3∅10@20 cm 2∅10@20 cm
SEE typ. vertical section * SEE typ. vertical section SEE typ. vertical section
5
30
STUMP
∅ 6@50cm max
(Hook)
Typ. Vertical Section Through Edge Columns
Typ. Vertical Section Through Internal Columns
BEAM CLADDING DETAIL
D X B 50X65 40X60 30X60
MAIN BARS 16∅20 14∅20 12∅18
HOOPS 3∅10@10cm 3∅10@10cm 2∅10@10cm
SEE typ. vertical section * SEE typ. vertical section SEE typ. vertical section
COLUMN
COLUMN
column transverse
reinforcement must
continue through the joint column transverse
reinforcement must
continue through the joint
BEAM BEAM
BEAM
#∅5.5@25cm
R.C.Slab
TYPICAL INTERIOR BEAM-COLUMN JOINT TYPICAL EXTERIOR BEAM-COLUMN JOINT
Scale 1:20
Scale 1:20
R.C WALL STONE CLADDING DETAIL
Development and Rehabilitation of Hebron Legend: General Notes:
Dwg. No: Scale : Project Title:
Designed by :
Wholesale Market R.CONCRETE COLUMN STONE
E.Nabil Talahme
Building Title:
BS-07 E.Nabil Talahme Building-B (Cold Storage) R.CONCRETE
Drawn by : Date : 2020
EARTH
CONCRETE POLYSTYRENE BOARD
Checked by : Drawing Title:
E.Nabil Talahme Location : Hebron Columns Reinforcement Details HOLLOW BLOCK BASE COURSE LAYER
Hebron Municipality Food and Agriculture Organization
of the United NationsTender Reference no: 2020/FNPSE/FNPSE/105167
B1(50X60) GB1(50X60) GB1(50X60) GB1(50X60) GB1(50X60) GB1(50X60) GB1(50X60) GB1(50X60)
GB2(40X60) GB2(40X60) GB2(40X60) GB2(40X60) GB2(40X60) GB2(40X60)
Polyethylene sheet 500 micron thick
ASPHALT YARD
2∅12@15cm 2∅12@15cm 2∅12@20cm 2∅12@20cm 2∅12@20cm 2∅12@20cm
Polyethylene sheet 500 micron thick Polyethylene sheet 500 micron thick
(S.S.S H=30 cm)
(S.O.G H=20 cm) (S.O.G H=20 cm) Rib Top Bar End Bent
Base coarse Layer 20cm
Compacted To 98%
10
10
10cm HIGH DENSITY INSULATION
10
10
6∅25 Base coarse Layer 20cm 5∅20 Base coarse Layer 20cm
Compacted To 98% Compacted To 98%
Base coarse Layer 20cm
Compacted To 98%
2∅12 2∅12
Compacted Selected Fill layers 20cm Each Compacted Selected Fill layers 20cm Each
50 50 Rib Bottom Bar End Bent
or Natural Earth TO 95% Compacted Selected Fill layers 20cm Each or Natural Earth TO 95%
Compacted Selected Fill layers 20cm Each or Natural Earth TO 95%
40 or Natural Earth TO 95% 6∅25
30 5∅20
Typical beams Reinforcement End Bent
∅10@15 L=200cm ∅10@15 L=180cm
SCALE 1:20
Development and Rehabilitation of Hebron Legend: General Notes:
Dwg. No: Scale : Project Title:
Designed by :
Wholesale Market R.CONCRETE COLUMN STONE
E.Nabil Talahme
Building Title:
BS-08 E.Nabil Talahme Building-B (Cold Storage) R.CONCRETE
Drawn by : Date : 2020
EARTH
CONCRETE POLYSTYRENE BOARD
Checked by : E.Nabil Talahme Drawing Title: Ground Beams reinforcement Details Food and Agriculture Organization
Location : Hebron HOLLOW BLOCK BASE COURSE LAYER
Hebron Municipality
of the United NationsTender Reference no: 2020/FNPSE/FNPSE/105167
Polyethylene sheet 500 micron thick
Solid Slab H=20 cm
E E
Solid Slab H=20+30 cm
+1.38
D D
10cm HIGH DENSITY INSULATION
+0.10
A A
+0.10 Solid Slab H=30 cm
Solid Slab H=20+30 cm
D D
+0.10
Ramp Slope 10%
Ramp Slope 10% Ramp Slope 10% Ramp Slope 10% Ramp Slope 10% Ramp Slope 10% Ramp Slope 10% Ramp Slope 10%
B1(50X60) GB1(50X60)
Rib Top Bar End Bent +0.00
C C
+0.00 +0.00 B B S.O.G H=20 cm
Rib Bottom Bar End Bent
Typical beams Reinforcement End Bent
SCALE 1:20
Solid Slab H=30 cm
GB2(40X60)
Top and Bottom Reinforcements details for water tank slab and suspended solid slab
Solid Slab H=20 cm
Solid Slab H=20+30 cm
+1.38
Solid Slab H=20 cm
1∅18@15 T.B 1∅18@15 T.B 1∅18@15 T.B 1∅18@15 T.B 1∅18@15 T.B 1∅18@15 T.B
300 300 300 300 300 300
+0.10
1∅18@15 T.B
1∅18@15 T.B
1∅18@15 T.B
1∅18@15 T.B
1∅18@15 T.B
1∅18@15 T.B
300
300
300
300
300
300
-0.40
+0.10 Solid Slab H=30 cm
Solid Slab H=20+30 cm
+0.10
Solid Slab H=20 cm
Ramp Slope 10%
Ramp Slope 10% Ramp Slope 10% Ramp Slope 10% Ramp Slope 10% Ramp Slope 10% Ramp Slope 10% Ramp Slope 10%
-0.40 B1(50X60) GB1(50X60)
+0.00
+0.00 +0.00 S.O.G H=20 cm
B1(50X60)
Solid Slab H=30 cm
GB2(40X60)
Top Reinforcements intensity details for water tank slab and suspended solid slab
Development and Rehabilitation of Hebron Legend: General Notes:
Dwg. No: Scale : Project Title:
Designed by :
Wholesale Market R.CONCRETE COLUMN STONE
E.Nabil Talahme
Building Title:
BS-09 E.Nabil Talahme Building-B (Cold Storage) R.CONCRETE
Drawn by : Date : 2020
EARTH
CONCRETE POLYSTYRENE BOARD
Checked by : E.Nabil Talahme Drawing Title: Water Tank slab & suspend solid Slab
Food and Agriculture Organization
Location : Hebron Reinforcement details HOLLOW BLOCK BASE COURSE LAYER
Hebron Municipality
of the United NationsTender Reference no: 2020/FNPSE/FNPSE/105167
Solid Slab H=20 cm
Solid Slab H=20+30 cm
+1.38
DETAIL 1 DETAIL 1 DETAIL 1 DETAIL 1 DETAIL 1 DETAIL 1
+0.10
+0.10 Solid Slab H=30 cm
Solid Slab H=20+30 cm
+0.10
Ramp Slope 10%
Ramp Slope 10% Ramp Slope 10% Ramp Slope 10% Ramp Slope 10% Ramp Slope 10% Ramp Slope 10% Ramp Slope 10%
B1(50X60) GB1(50X60)
+0.00
+0.00 +0.00 S.O.G H=20 cm
Solid Slab H=30 cm
GB2(40X60)
shear Reinforcements details for water tank slab and suspended solid slab
Polyethylene sheet 500 micron thick
2∅12@15cm 2∅12@15cm
2∅12@20cm 2∅12@20cm
DETAIL 1
2∅14@15cm Polyethylene sheet 500 micron thick
2∅14@15cm
(S.S.S H=30 cm)
(S.O.G H=20 cm)
10cm HIGH DENSITY INSULATION
Base coarse Layer 20cm Base coarse Layer 20cm
(S.S.S H=30 cm) Compacted To 98% Compacted To 98%
Compacted Selected Fill layers 20cm Each Compacted Selected Fill layers 20cm Each
or Natural Earth TO 95% or Natural Earth TO 95%
Polyethylene sheet 500 micron thick
2∅14@15cm 2∅14@15cm
(S.S.S H=30 cm)
10cm HIGH DENSITY INSULATION
(S.S.S H=30 cm) (S.S.S H=30 cm)
2∅12@15cm 2∅12@15cm 2∅12@15cm 2∅12@15cm
Development and Rehabilitation of Hebron Legend: General Notes:
Dwg. No: Scale : Project Title:
Designed by :
Wholesale Market R.CONCRETE COLUMN STONE
E.Nabil Talahme
Building Title:
BS-10 E.Nabil Talahme Building-B (Cold Storage) R.CONCRETE
Drawn by : Date : 2020
EARTH
CONCRETE POLYSTYRENE BOARD
Checked by : Drawing Title:
E.Nabil Talahme Location : Hebron Elevations HOLLOW BLOCK BASE COURSE LAYER
Hebron Municipality Food and Agriculture Organization
of the United NationsTender Reference no: 2020/FNPSE/FNPSE/105167
A
B1(50X30) B1(50X30) B1(50X30) B1(50X30) B1(50X30) B1(50X30) B1(50X30) B1(50X30) B1(50X30)
+5.10 +5.10 +5.10 +5.10 +5.10 +5.10
A
B1(50X30)
B1(50 9
X30)
24
Section A-A
1:20
Section F-F
B1(50X30)
1:20
B1(50
Solid Slab H=30 cm
X
30)
E E F
F
B1(50
X30)
B1(50
Detail B
X30)
J2 J2 J2 J2 J2 J2
+5.35 +5.35 +5.35 +5.35 +5.35 Detail B
B1(50X30) B2(40X70) B2(40X70) B2(40X70) B2(40X70) B2(40X70) B2(40X70) B1(50X30) B1(50X30)
HOOPS 1Ø10mm@100 mm
10
10
Rib Top Bar End Bent Rib Top Bar End Bent
66
See R.C WALL STONE
CLADDING DETAIL
10
10
14 34
Rib Bottom Bar End Bent Rib Bottom Bar End Bent
54 Bolt 8Ø20 gr 8.8 with hex nut
placed precast slab concrete
J2
SCALE 1:20 SCALE 1:20 10 mm stiffeners
1:20 1:20
E70 8mm Fillet weld
J2
Development and Rehabilitation of Hebron Legend: General Notes:
Dwg. No: Scale : Project Title:
Designed by :
Wholesale Market R.CONCRETE COLUMN STONE
E.Nabil Talahme
Building Title:
BS-11 E.Nabil Talahme Building-B (Cold Storage) R.CONCRETE
Drawn by : Date : 2020
EARTH
CONCRETE POLYSTYRENE BOARD
Checked by : E.Nabil Talahme Drawing Title: Top and Bottom Reinforcement details Food and Agriculture Organization
Location : Hebron For Ground slab HOLLOW BLOCK BASE COURSE LAYER
Hebron Municipality
of the United NationsTender Reference no: 2020/FNPSE/FNPSE/105167
B1(50X30) B1(50X30) B1(50X30) B1(50X30) B1(50X30) B1(50X30) B1(50X30) B1(50X30) B1(50X30)
+5.10 +5.10 +5.10 +5.10 +5.10 +5.10
B1(50X30)
B1(50
X30)
1∅18@15 T.B 1∅18@15 T.B 1∅18@15 T.B 1∅18@15 T.B 1∅18@15 T.B 1∅18@15 T.B 1∅18@15 T.B 1∅18@15 T.B
300 300 300 300 300 300 300 300
1∅18@15 T.B
1∅18@15 T.B
1∅18@15 T.B
1∅18@15 T.B
1∅18@15 T.B
1∅18@15 T.B
1∅18@15 T.B
1∅18@15 T.B
300
300
300
300
300
300
300
300
B1(50X30)
B1(50
Solid Slab H=30 cm
X30)
E E F
F
1∅18@15 T.B 1∅18@15 T.B 1∅18@15 T.B 1∅18@15 T.B 1∅18@15 T.B 1∅18@15 T.B 1∅18@15 T.B 1∅18@15 T.B
300 300 300 300 300 300 300 300
1∅18@15 T.B
1∅18@15 T.B
1∅18@15 T.B
1∅18@15 T.B
1∅18@15 T.B
1∅18@15 T.B
1∅18@15 T.B
1∅18@15 T.B
300
300
300
300
300
300
300
300
B1(50
X30)
B1(50
Detail B
X30)
J2 J2 J2 J2 J2 J2
+5.35 +5.35 +5.35 +5.35 +5.35 Detail B
B1(50X30) B2(40X70) B2(40X70) B2(40X70) B2(40X70) B2(40X70) B2(40X70) B1(50X30) B1(50X30)
HOOPS 1Ø10mm@100 mm
2∅12@15cm
2∅12@15cm
(S.S.S H=30 cm)
Bolt 8Ø20 gr 8.8 with hex nut
placed precast slab concrete
J2
10 mm stiffeners
E70 8mm Fillet weld
J2
Development and Rehabilitation of Hebron Legend: General Notes:
Dwg. No: Scale : Project Title:
Designed by :
Wholesale Market R.CONCRETE COLUMN STONE
E.Nabil Talahme
Building Title:
BS-12 E.Nabil Talahme Building-B (Cold Storage) R.CONCRETE
Drawn by : Date : 2020
EARTH
CONCRETE POLYSTYRENE BOARD
Checked by : E.Nabil Talahme Drawing Title: Top intensity Reinforcement details
Food and Agriculture Organization
Location : Hebron For Ground slab HOLLOW BLOCK BASE COURSE LAYER
Hebron Municipality
of the United NationsTender Reference no: 2020/FNPSE/FNPSE/105167
B1(50X30) B1(50X30) B1(50X30) B1(50X30) B1(50X30) B1(50X30) B1(50X30) B1(50X30) B1(50X30)
+5.10 +5.10 +5.10 +5.10 +5.10 +5.10
B1(50X30)
B1(50
X30)
DETAIL 1 DETAIL 1 DETAIL 1 DETAIL 1 DETAIL 1 DETAIL 1 DETAIL 1 DETAIL 1
B1(50X30)
B1(50
Solid Slab H=30 cm
X
30)
E E F
F
DETAIL 1
DETAIL 1
DETAIL 1
DETAIL 1
DETAIL 1
DETAIL 1
DETAIL 1
B1(50
X30)
B1(50
Detail B
X3
0)
J2 J2 J2 J2 J2 J2
+5.35 +5.35 +5.35 +5.35 +5.35 Detail B
B1(50X30) B2(40X70) B2(40X70) B2(40X70) B2(40X70) B2(40X70) B2(40X70) B1(50X30) B1(50X30)
HOOPS 1Ø10mm@100 mm
DETAIL 1
Bolt 8Ø20 gr 8.8 with hex nut
placed precast slab concrete
J2
10 mm stiffeners
E70 8mm Fillet weld
1:25
6∅14
14
34
SCALE 1:25 1∅10@15,L=116cm
J2
1:20
1:20 1:20
1:50
Development and Rehabilitation of Hebron Legend: General Notes:
Dwg. No: Scale : Project Title:
Designed by :
Wholesale Market R.CONCRETE COLUMN STONE
E.Nabil Talahme
Building Title:
BS-13 E.Nabil Talahme Building-B (Cold Storage) R.CONCRETE
Drawn by : Date : 2020
EARTH
POLYSTYRENE BOARD
Checked by : Drawing Title: Shear Reinforcement details CONCRETE
E.Nabil Talahme Location : Hebron Hebron Municipality Food and Agriculture Organization
For Ground slab and secuirty room HOLLOW BLOCK BASE COURSE LAYER of the United NationsTender Reference no: 2020/FNPSE/FNPSE/105167
All steel sections(plates,polts and nudes) for wherehouse
shall be deformed high strength steel ars of Characteristic Strength
2
equal to fy=2480 kg/cm.
Welds : fillet welds with Fuw = 400 MPa, ZIKA
Bolts grade M8.8
RHS(150X100X5mm) RHS(150X100X5mm) RHS(150X100X5mm) RHS(150X100X5mm) RHS(150X100X5mm) RHS(150X100X5mm)
detail 1 detail 1 Non-slipping galvanized metal sheet 3 mm
detail 1 detail 1 detail 1 detail 1
RHS(200X100X6 mm) Fixed handrails along length height 80 cm
RHS(100X50X5 mm)
RHS(100X50X5 mm)
RHS(100X50X5 mm)
RHS(100X50X5 mm)
RHS(100X50X5 mm)
RHS(100X50X5 mm)
RHS(100X50X5 mm)
RHS(100X50X5 mm)
RHS(100X50X5 mm)
RHS(100X50X5 mm)
RHS(100X50X5 mm)
RHS(100X50X5 mm)
RHS(100X50X5 mm)
RHS(100X50X5 mm)
RHS(100X50X5 mm)
RHS(100X50X5 mm)
RHS(100X50X5 mm)
RHS(100X50X5 mm)
RHS(100X50X5 mm)
RHS(100X50X5 mm)
RHS(100X50X5 mm)
RHS(100X50X5 mm)
RHS(100X50X5 mm)
RHS(100X50X5 mm)
RHS(100X50X5 mm)
RHS(100X50X5 mm)
RHS(100X50X5 mm)
RHS(100X50X5 mm)
RHS(100X50X5 mm)
RHS(100X50X5 mm)
B1(20X40) B1(20X40) B1(20X40) B1(20X40) B1(20X40)
J4 J4 J4 J4 J3 J3 J3 J3 J3 J3 J4 J3 J3 J3 J3 J3 J4 J3 J3 J3 J3 J3 J3 J3 J3 J3 J3 J3 J3 J4
movable handrails along length height 100 cm
Mezzanine Plan
Scale 1:50
Bolt 8Ø20 gr 8.8 with hex nut
E70 8mm Fillet weld
placed precast slab concrete
Baseplate -20 mm
ASTM A36 Steel Plate
steel angle 100x100x10 mm
length = 100 mm
RHS(150X100X5mm)
E70 8mm Fillet weld
10 mm stiffeners
100 mm
HOOPS 1Ø10mm@100 mm
RHS(150X100X5mm) E70 8mm Fillet weld
Baseplate -14 mm
ASTM A36 Steel Plate
E70 8mm Fillet weld
RHS(20X20X2mm)
Bolt 8Ø18 gr 8.8 with hex nut Baseplate -14 mm
Bolt hole size:22mm around welded 4 mm with RHS ASTM A36 Steel Plate
Top of J2
Scale 1:10 Bolt 8Ø20 gr 8.8 with hex nut
placed precast slab concrete
J2
RHS(200X100X6mm) 10 mm stiffeners
E70 8mm Fillet weld
Section (A:A) in J1
drilled rode 12 mm
welded with RHS
Scale 1:10
RHS(100X50X5mm)
RHS(50X30X 3 mm)
RHS(150X100X5mm)
E70 8mm Fillet weld EXISTING RC
J3 RHS(30X30X 3 mm)
Scale 1:10 steel angle 100x100x10 mm
length = 100 mm
Baseplate -14 mm
ASTM A36 Steel Plate
E70 8mm Fillet weld
Bolt 4Ø16 gr 8.8 with hex nut
placed precast concrete
L =15 cm into RC wall or column RHS(20X20X2mm)
Non-slipping galvanized metal sheet 3 mm
Baseplate -12mm
ASTM A36 Steel Plate
around welded 4 mm with RHS
J1 galvanized Steel bolt 10 mm Diameter
each 30 cm
Bolt 8Ø18 gr 8.8 with hex nut
Bolt hole size:22mm
RHS(100X50X5mm)
RHS(100X50X5mm) E70 8mm Fillet weld
RHS(20X100X6mm)
E70 8mm Fillet weld
RHS(200X100X6mm) RHS(100X150X5mm) RHS(100X50X5mm)
1:10 1:10 1:10
J4
Scale 1:10 detail 1
Scale 1:10
RHS(50X30X3mm) RHS(30X30X3mm)
1:10 1:10
Development and Rehabilitation of Hebron Legend: General Notes:
Dwg. No: Scale : Project Title:
Designed by :
Wholesale Market R.CONCRETE COLUMN STONE
E.Nabil Talahme
Building Title:
BS-14 E.Nabil Talahme Building-B (Cold Storage) R.CONCRETE
Drawn by : Date : 2020
EARTH
CONCRETE POLYSTYRENE BOARD
Checked by : Drawing Title:
E.Nabil Talahme Location : Hebron steel mezzanine details HOLLOW BLOCK BASE COURSE LAYER
Hebron Municipality Food and Agriculture Organization
of the United NationsYou can also read
