Page 1

MUHAMMEDMOKBI LALSHAWY


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SHEROUK ACADEMY Architecture Department


the Name of the paper

finishing table

layout 1

layout 2

plans

A01

A02

A03

A04-A06

elevations

A07

sections

A08

image

name of drawing number

wall sections

bathrooms elevation sections

bathrooms looking up plumping

full lookin up

details

A09-12

A13

A14

A15

A16-20

name of drawing number

SHEROUK ACADEMY Architecture Department image


walls

finishing Materials

Nu

curtain wall vertical spacing 1.20m Horizontal spacing 1.50 m

1

Sliding Aluminum window width 1.80 m height 1.60 m

2

Sliding Aluminum window width 1.80 m height 2.20 m

3

Doors table

Nu D1 D2

Floor

D3 D4

Skirting

shorouk academy the higher institute of engineering Architecture department

year : the 3rd year subject name : working drawing Name of the project : library building

paper Nu 1

Celling

stairs

work shop

w.c women

w.c men

lecture Hall

stage

lobby

Reading Hall

Mangment

opening table

Finishing table North arrow

Scale :1:100

name : mohammed mokbil alshawy

sec : 3


SHEROUK ACADEMY Architecture Department

8.7

7.8

8.6

2.5

2.5

5

2.5

16.

9 2.5

45.

73

.52

2.5

°

2.5

2.

5

2.5

2.5

4.1

Main Entrance

2.5

4.6

39.9

5 16.

2.5

29.4

16.1

4.4

2.9

5 16.

1.4

6

2.6 2.5 2.4

2.5

7.7

2.5

2.5

2.6

2.5

2.5

2.4

4.4 4.6

Tif green truffs

37.9 1°

2.4

1.4

2.5

2.5

2.5

ALL HOLES, INCLUDING THOSE FOR MECHANICAL AND ELECTRICAL FACILITIES WHICH ARE LOCATED AT FLOOR SLAB, PARTITIONS AND WALLS MUST BE FILLED WITH NONCOMBUSTIBLE MATERIALS. OPENINGS AROUND DUCTS, PIPES AND CONDUIT SHALL BE FILLED WITH NON-COMBUSTIBLE MATERIALS TO PROVIDE REQUIRED FIRE RATING AND SHALL BE SEALED AGAINST PASSAGE OF SMOKE AND FLAME. FILLER MATERIAL SHALL BE AS APPROVED BY K.F.B.

3.9

4 2.

2.5

2.4

2.4

1.4

4.6

5.0

5.0

5.0

5.0

5.0

5.0

5.0

5.0

5.0

5.0

5.0

5.0

5.5

2

5.0

2.

2.4

7.3

7.8

9.5

7

64.

4 1.

1.4

2.0

4.2 1.4

1.4

Tif green truffs

7.2

1

4.5

17.

1.4

1.9

1.

Coloured o.c

11.0

1.4 2.4

6

THE CONTRACTOR SHALL SUBMIT SAMPLES AND SHOP DRAWINGS WITH ALL NECESSARY DETAILS AND DESIGN INFORMATION FOR APPROVAL PERIOR TO CONSTRUCTION.

7

PROVIDE MINIMUM 200 MM HIGH REINFORCED CONCRETE CURB AROUND THE ENTIRE PERIMETER OF THE MECHANICAL AREA U.N.O. ALSO REFER TO FLOOR PLANS RELATED DETAILS ON DWGS.

8

PROVIDE LIQUID LATEX MEMBRANE LATICRETE" AND LIQUID LATEX ADDITIVE IN SETTING BED MIX/IN ALL WET AREAS (MECH. ROOMS, SHAFTS, ETC.) EXTEND LATEX MEMBRANE 150 MM ABOVE FLOOR FINISH U.N.O.

9

PROVIDE WATER PROOFING MEMBRANE OVER FOAM CONC. LAID TO SLOPE AT ALL EXTERIOR SURFACES OVER OCCUPIED SPACES. ALSO REFER FLOOR PLANS AND RELATED SECTIONS.

5.6

15.2

2.4

5.5

6.3 5.3

1.4

90 .

00 °

11.1

1.9

4.3

2.3

1.4

6.9

5.7

6.2

13.2

3

0.9

19.9

8.6

17.0

2.4

1.7

7.3

13.7

Tif green truffs

4.1

6.9 1.8

3.8

9

4.8

68 ° 91 .

4

3.1

4.4

1.

Tif green truffs

1.8

1.

4.1

4.5

66

1.4

.34

°

5.3

1 52.

3

7.4

7.0

9.7

1.4

2.0

11

1.4

ANY DETAILS, SYSTEMS, MATERIALS, I.E., ARCHITECTURAL, STRUCTURAL, MECHANICAL, ETC., WHICH THE CONTRACTOR PROPOSED TO CHANGE MUST BE REVIEWED BY THE ENGINEER AND THE CONTRACTOR PRIOR TO PREPARATION OF SHOP DRAWINGS.

4.0

1.4

4.2 4.2

1.4

5

9

4.3

NOTES APPEARING ON VARIOUS DRAWINGS FOR DIFFERENT SYSTEMS AND MATERIALS ARE TO BE REVIEWED AND APPLIED TO RELATED DRAWINGS AND DETAILS.

41.2

7.4

Tif green truffs

40.5

1.4

4.1

4 2.4

2 2.

2 2.

2.2

2.2

2.5

2

1.4

90.0 0°

2.2

2.

2

4.4

1.4

90.0

°

3.7 67

.30

°

Glass 4x 4m

5.5 8.7

common interaction space

10 PROVIDE CONTROL JOINTS IN EXPOSED CONCRETE SCREED TOPPING AT 3000 MM CENTERS (MAX.) IN BOTH DIRECTIONS. CONTROL JOINTS LOCATION SHALL BE AS APPROVED BY ENGINEER

1.4

48.9 °

4.2

.03

2.0

.0 80

2.4

4.5

28.6

80

102 .6

1.

4

1.6

1.4

12.2

80 .03 °

2.5

4.1

8

10.

4.1

2.1

.8

79

2.5

17.5

4.1

00 0.

10

90

.0

2.0 4.1

8.3

4.5

2.5

8.6

2.

4.2

4.1

4.2

ALL OPENINGS IN SLABS / WALLS SHALL BE SEALED OFF (FILLED) WITH NON COMBUSTIBLE MATERIALS TO MAINTAIN THE REQUIRED FIRE RATING CONTINUITY OF THE FLOOR / WALL

20.7

2.0

1.4

1.4

9

56.

7.1

2.6

2.6

3

2.4

2.6

5.3

2.5

0.6

Asphalt road

THE CONTRACTOR SHALL COORDINATE ALL MECHANICAL AREAS AND WALL SLEEVES AND SHAFTS AT CONCRETE SLABS AND WALLS WITH MECHANICAL, PLUMBING, FIRE PROTECTION, ELECTRICAL, STRUCTURAL AND ARCHITECTURAL DRAWINGS AND DISCREPANCIES, IF ANY, SHALL BE BROUGHT TO THE NOTICE OF THE ENGINEER PRIOR TO EXECUTION OF WORK.

1.4

.0

2.5

2

1.2

Security hut

2

37.91°

5.0

5.0

5.0

5.0

5.0

5.0

90

3.

2.6

2.4

2.5

2.5

2.6

2.4

2.5

Asphalt road

2

2.0

2.4

20.7 3.2

2.

2.5

3.9

1.6

0.6

1.4

7.4

2.2

5.0

5.0

2.7

ANY DISCREPANCIES BETWEEN INFORMATION OR ANY REQUIREMENTS IN SITE LAYOUT CONDITIONS TO BE IMMEDIATELY REPORTED TO THE ENGINEER. THE DRAWINGS DO NOT NECESSARILY INDICATE OR DESCRIBE ALL WORK REQUIRED FOR FULL PERFORMANCE AND COMPLETION OF THE REQUIREMENTS OF THE CONTRACT DOCUMENTS.

77.1

2.5

°

1 37.9

2.2

2.5

5.8

6 2.

2.2

3.3

THESE DRAWINGS TO BE READ IN CONJUNCTION WITH AND COORDINATED WITH ALL RELEVANT STRUCTURAL, MECHANICAL AND ANY OTHER ARCHITECTURAL DRAWINGS ,SCHEDULES &

1.4

5.0

2.5

5.0

4.5

2.2

2.5

5.0

4.6

1

2.5

4.1

2.2

2 2.

8.0

2.5

1.4

5

5

GENERAL NOTES :

.3

16.

16.

2.5

Security hut 164

4.5

19.

4.2

12 THE CONTRACTOR SHALL PREPARE AND SUBMIT FOR APPROVAL; A COMPLETE HARDWARE SCHEDULE (ON A DOOR BY DOOR BASIS) FOR ALL DOORS IN THE BUILDING.

1.4

4.1

Tif green truffs

13 AFTER APPROVAL OF ALL ACTUAL MATERIALS ON SITE THE CONTRACTOR SHALL PREPARE AND SUBMIT FOR APPROVAL A COMPLETE ROOM FINISH SCHEDULE (ON A ROOM BY ROOM AND WALL BY WALL BASIS).

4.1

4 1.

55.3

11 ALL SLABS TO RECEIVE WATERPROOFING MUST BE FLOODED (MIN.) 100MM DEEP WATER BED FOR 48 HRS. AFTER APPLICATION OF WATERPROOFING ALL LEAKS AND CRACKS THAT APPEAR DURING THE TEST AND RETEST UNTIL NO LEAKS APPEAR.

25.8

1.4

12.2

4.0

4.1

1.4

1.4

4.0

4 1.

52.5

2

15 THE GLASS U -VALVE = 0.23 btu / hr ft- f & SHADING COEFF = 0.26

4.3

4.2

Tif green truffs

14 ALL EXTERIOR WALL SHALL DE INSULATING BRICK WORK ,ALL INNER WALLS ARE LIGHT WEIGHT BLOCK EXCEPTION WET AREAS TO BE CEMENT BLOCK UP TO 1 m. HEIGHT.

28.5

2.2

1.4

1.4

1.

4

.3 55

4.5

common interaction space 74.4 12.0

4.2

Tif green truffs

4.0

Glass 4x 4m

1.4

12.0

Coloured o.c

52

.5

12.2

74.4

1.4

4.0

Tif green truffs

3

4.9

4.9

2.1

4.6

6.4

3.0

3.5

5

4.9

1.9

4.9

5.3

2.4

Security hut

8.8

6.2

2.3

51.4

5.0

5.0 2.5

4.7

5.1

2.5

2.5 2.5 2.5

5.0 2.5

0.3

2.5 2.5

2.8

2.5 2.5

5.0

2.5 5.3

2.5

5.2

2.5

4.6

2.5

4.7

2.6

4.6

4.6

15.7 12.8

6.0

4.7 3.5

SHEROUK ACADEMY Architecture Department

3.1

4.4

2.0

4.8

28.3 3.7

14.7

5.0

0.1

13.5

0

5.0

2.4

13.1

1

2.

0.3

0.3

0.1

2.5

4.6

4 1.

Birkenhead Library and CiviCentre

3.

Asphalt road

2.8

2.5

2.4

1.4

5.0

5.0

0.3

0.1

34.8

3.1

2.5

6.7

2.4

Asphalt road

2.7

2.7

4.2

32.0

2.8

2.6

4.1

1. 4

2.4

4.2

6.3

5.0

2.5

12.6 1.0

2.8

4.7

15.3

2.8

8.0

31.6

3.1

5.0

0.7

8.8

4.2

2.8

.0

51

2.8

7.3

2.4

4.1

3.6

2.6

2.8

0.3

7.8

2.4

1.4

4.1

4.1

Tif green truffs

1.4

4.4

Asphalt road

15.7

5.0 2.5

15.5

2.4

4.4

4.4

9.4

27.7

Tif green truffs 3.0

2.5

0.3

14.2

Tif green truffs

4 1.

1.4

8.8

8.7

4.3

Tif green truffs

2.0

.2

27

6.4

1.4

43.8

3.2

38.8

4.9

5.7

2.0

5.5

4.9

5.6

1.9

3.1

5.3

2.5

4.5

1.6

1.

4

.0

10

2.4

2.

5 2.

2.5

2.5

2.5

3

15.4

1.8

2.9

3

4.6

4.4

Tif green truffs

1.2

Coloured o.c

2.5

Tif green truffs Start point

1.4

2.5

4.0

3.2

1.4

6

0.

14.9

5.8

4.6

10.7

14.9

4.6

20.5

14.9

4.6

14.9

1 3.

1

14.9

1.5

8 2.

3.

5.9

1 3.

4.6

5.5 30.3

Architectural:

3.1

11.4

1.5

0.6

5.0

1.4

5.9

5.7 39.6

14.9

12.1

sec:3

Muhammed Mokbil Alshawy

5.4

)4-,6-,5(

Drawing Title:

AR 01 Scale:

1_200

DIMS IN Meters

layout Drawing No.:

1

Date : 16/3/2016


SHEROUK ACADEMY Architecture Department

5 6

GENERAL NOTES :

1

THESE DRAWINGS TO BE READ IN CONJUNCTION WITH AND COORDINATED WITH ALL RELEVANT STRUCTURAL, MECHANICAL AND ANY OTHER ARCHITECTURAL DRAWINGS ,SCHEDULES & ANY DISCREPANCIES BETWEEN INFORMATION OR ANY REQUIREMENTS IN SITE LAYOUT CONDITIONS TO BE IMMEDIATELY REPORTED TO THE ENGINEER. THE DRAWINGS DO NOT NECESSARILY INDICATE OR DESCRIBE ALL WORK REQUIRED FOR FULL PERFORMANCE AND COMPLETION OF THE REQUIREMENTS OF THE CONTRACT DOCUMENTS.

2

THE CONTRACTOR SHALL COORDINATE ALL MECHANICAL AREAS AND WALL SLEEVES AND SHAFTS AT CONCRETE SLABS AND WALLS WITH MECHANICAL, PLUMBING, FIRE PROTECTION, ELECTRICAL, STRUCTURAL AND ARCHITECTURAL DRAWINGS AND DISCREPANCIES, IF ANY, SHALL BE BROUGHT TO THE NOTICE OF THE ENGINEER PRIOR TO EXECUTION OF WORK.

3

ALL OPENINGS IN SLABS / WALLS SHALL BE SEALED OFF (FILLED) WITH NON COMBUSTIBLE MATERIALS TO MAINTAIN THE REQUIRED FIRE RATING CONTINUITY OF THE FLOOR / WALL

5

1 1

ALL HOLES, INCLUDING THOSE FOR MECHANICAL AND ELECTRICAL FACILITIES WHICH ARE LOCATED AT FLOOR SLAB, PARTITIONS AND WALLS MUST BE FILLED WITH NONCOMBUSTIBLE MATERIALS. OPENINGS AROUND DUCTS, PIPES AND CONDUIT SHALL BE FILLED WITH NON-COMBUSTIBLE MATERIALS TO PROVIDE REQUIRED FIRE RATING AND SHALL BE SEALED AGAINST PASSAGE OF SMOKE AND FLAME. FILLER MATERIAL SHALL BE AS APPROVED BY K.F.B. 4

NOTES APPEARING ON VARIOUS DRAWINGS FOR DIFFERENT SYSTEMS AND MATERIALS ARE TO BE REVIEWED AND APPLIED TO RELATED DRAWINGS AND DETAILS.

5

ANY DETAILS, SYSTEMS, MATERIALS, I.E., ARCHITECTURAL, STRUCTURAL, MECHANICAL, ETC., WHICH THE CONTRACTOR PROPOSED TO CHANGE MUST BE REVIEWED BY THE ENGINEER AND THE CONTRACTOR PRIOR TO PREPARATION OF SHOP DRAWINGS.

6

THE CONTRACTOR SHALL SUBMIT SAMPLES AND SHOP DRAWINGS WITH ALL NECESSARY DETAILS AND DESIGN INFORMATION FOR APPROVAL PERIOR TO CONSTRUCTION.

7

PROVIDE MINIMUM 200 MM HIGH REINFORCED CONCRETE CURB AROUND THE ENTIRE PERIMETER OF THE MECHANICAL AREA U.N.O. ALSO REFER TO FLOOR PLANS RELATED DETAILS ON DWGS.

8

PROVIDE LIQUID LATEX MEMBRANE LATICRETE" AND LIQUID LATEX ADDITIVE IN SETTING BED MIX/IN ALL WET AREAS (MECH. ROOMS, SHAFTS, ETC.) EXTEND LATEX MEMBRANE 150 MM ABOVE FLOOR FINISH U.N.O.

9

PROVIDE WATER PROOFING MEMBRANE OVER FOAM CONC. LAID TO SLOPE AT ALL EXTERIOR SURFACES OVER OCCUPIED SPACES. ALSO REFER FLOOR PLANS AND RELATED SECTIONS.

2

2

A

6

A

10 PROVIDE CONTROL JOINTS IN EXPOSED CONCRETE SCREED TOPPING AT 3000 MM CENTERS (MAX.) IN BOTH DIRECTIONS. CONTROL JOINTS LOCATION SHALL BE AS APPROVED BY ENGINEER 2

3

11 ALL SLABS TO RECEIVE WATERPROOFING MUST BE FLOODED (MIN.) 100MM DEEP WATER BED FOR 48 HRS. AFTER APPLICATION OF WATERPROOFING ALL LEAKS AND CRACKS THAT APPEAR DURING THE TEST AND RETEST UNTIL NO LEAKS APPEAR. 12 THE CONTRACTOR SHALL PREPARE AND SUBMIT FOR APPROVAL; A COMPLETE HARDWARE SCHEDULE (ON A DOOR BY DOOR BASIS) FOR ALL DOORS IN THE BUILDING. 13 AFTER APPROVAL OF ALL ACTUAL MATERIALS ON SITE THE CONTRACTOR SHALL PREPARE AND SUBMIT FOR APPROVAL A COMPLETE ROOM FINISH SCHEDULE (ON A ROOM BY ROOM AND WALL BY WALL BASIS). 14 ALL EXTERIOR WALL SHALL DE INSULATING BRICK WORK ,ALL INNER WALLS ARE LIGHT WEIGHT BLOCK EXCEPTION WET AREAS TO BE CEMENT BLOCK UP TO 1 m. HEIGHT. 2

15 THE GLASS U -VALVE = 0.23 btu / hr ft- f & SHADING COEFF = 0.26

1

6

1 6

5

6

Birkenhead Library and Civic Centre

SHEROUK ACADEMY Architecture Department Architectural: sec:3

Muhammed Mokbil Alshawy Drawing Title:

AR 03 Scale:

1_200

DIMS IN Meters

layout Drawing No.:

1

Date : 16/3/2016


sec b-b

1

2

3

4

5

6

7

8

SHEROUK ACADEMY Architecture Department

9

66.91

5 6

8.00

8.00

8.00

8.00

8.00

8.00

32.11

7.86

14.80

6.55

9.80

6.20

4.00

5

1 1

2

2

A

6

A

2

3

1

23 22 21 20 19 18 17 16 15 14 13

12

0.20

3.46

9

1 6

8

5

7 6

A

4

2 1 1.00

4.07

2.61

2.51 2.40

2.40

2.40

2.40

2.40

2.40

2.40

2.40

2.40

B

GENERAL NOTES :

2.61

A019

B

0.40

7.42

0.40

7.78

0.40

15.80

62.06

7.50

0.40

6.86

7.75

2.40

2.40

2.40

2.39

2.39

2.39

2.39

2.39

2.39

2.39

2.39

2.39

2.39

1.07

C

2.39

2.39

2.39

2.39

2.39

2.39

2.39

2.39

2.40

2.40

2.36

8.00

8.47

7.40

7.70

8.00 0.27

D

THESE DRAWINGS TO BE READ IN CONJUNCTION WITH AND COORDINATED WITH ALL RELEVANT STRUCTURAL, MECHANICAL AND ANY OTHER ARCHITECTURAL DRAWINGS ,SCHEDULES & ANY DISCREPANCIES BETWEEN INFORMATION OR ANY REQUIREMENTS IN SITE LAYOUT CONDITIONS TO BE IMMEDIATELY REPORTED TO THE ENGINEER. THE DRAWINGS DO NOT NECESSARILY INDICATE OR DESCRIBE ALL WORK REQUIRED FOR FULL PERFORMANCE AND COMPLETION OF THE REQUIREMENTS OF THE CONTRACT DOCUMENTS.

2

THE CONTRACTOR SHALL COORDINATE ALL MECHANICAL AREAS AND WALL SLEEVES AND SHAFTS AT CONCRETE SLABS AND WALLS WITH MECHANICAL, PLUMBING, FIRE PROTECTION, ELECTRICAL, STRUCTURAL AND ARCHITECTURAL DRAWINGS AND DISCREPANCIES, IF ANY, SHALL BE BROUGHT TO THE NOTICE OF THE ENGINEER PRIOR TO EXECUTION OF WORK.

3

ALL OPENINGS IN SLABS / WALLS SHALL BE SEALED OFF (FILLED) WITH NON COMBUSTIBLE MATERIALS TO MAINTAIN THE REQUIRED FIRE RATING CONTINUITY OF THE FLOOR / WALL ALL HOLES, INCLUDING THOSE FOR MECHANICAL AND ELECTRICAL FACILITIES WHICH ARE LOCATED AT FLOOR SLAB, PARTITIONS AND WALLS MUST BE FILLED WITH NONCOMBUSTIBLE MATERIALS. OPENINGS AROUND DUCTS, PIPES AND CONDUIT SHALL BE FILLED WITH NON-COMBUSTIBLE MATERIALS TO PROVIDE REQUIRED FIRE RATING AND SHALL BE SEALED AGAINST PASSAGE OF SMOKE AND FLAME. FILLER MATERIAL SHALL BE AS APPROVED BY K.F.B.

2.40

3.65

G

1

C

15.77

0.40

ø

7.56

0.40

22.53

23.33

6.86

5.3

3

loc_bs f lift

4.92

sec a-a

26.03

2.39

26.03

2.40

2.40

2.29

2.40

2.40

2.61

2.40

2.42

8.00

2.51

A019

loc_bs f lift

0.84 1.34 1.00

0.45

6

3

1.21

8.00

0.79 1.34 0.95

0.30 0.30 0.30 0.30

5

sec a-a

A

6

2.70

2.70

11 10

D

62.86

4.05

4

NOTES APPEARING ON VARIOUS DRAWINGS FOR DIFFERENT SYSTEMS AND MATERIALS ARE TO BE REVIEWED AND APPLIED TO RELATED DRAWINGS AND DETAILS.

5

ANY DETAILS, SYSTEMS, MATERIALS, I.E., ARCHITECTURAL, STRUCTURAL, MECHANICAL, ETC., WHICH THE CONTRACTOR PROPOSED TO CHANGE MUST BE REVIEWED BY THE ENGINEER AND THE CONTRACTOR PRIOR TO PREPARATION OF SHOP DRAWINGS.

6

THE CONTRACTOR SHALL SUBMIT SAMPLES AND SHOP DRAWINGS WITH ALL NECESSARY DETAILS AND DESIGN INFORMATION FOR APPROVAL PERIOR TO CONSTRUCTION.

7

PROVIDE MINIMUM 200 MM HIGH REINFORCED CONCRETE CURB AROUND THE ENTIRE PERIMETER OF THE MECHANICAL AREA U.N.O. ALSO REFER TO FLOOR PLANS RELATED DETAILS ON DWGS.

8

PROVIDE LIQUID LATEX MEMBRANE LATICRETE" AND LIQUID LATEX ADDITIVE IN SETTING BED MIX/IN ALL WET AREAS (MECH. ROOMS, SHAFTS, ETC.) EXTEND LATEX MEMBRANE 150 MM ABOVE FLOOR FINISH U.N.O.

9

PROVIDE WATER PROOFING MEMBRANE OVER FOAM CONC. LAID TO SLOPE AT ALL EXTERIOR SURFACES OVER OCCUPIED SPACES. ALSO REFER FLOOR PLANS AND RELATED SECTIONS.

10 PROVIDE CONTROL JOINTS IN EXPOSED CONCRETE SCREED TOPPING AT 3000 MM CENTERS (MAX.) IN BOTH DIRECTIONS. CONTROL JOINTS LOCATION SHALL BE AS APPROVED BY ENGINEER

F 0.31

8.00

8.00

8.00

8.00

8.00

8.00

7.86

11 ALL SLABS TO RECEIVE WATERPROOFING MUST BE FLOODED (MIN.) 100MM DEEP WATER BED FOR 48 HRS. AFTER APPLICATION OF WATERPROOFING ALL LEAKS AND CRACKS THAT APPEAR DURING THE TEST AND RETEST UNTIL NO LEAKS APPEAR.

6.28

12 THE CONTRACTOR SHALL PREPARE AND SUBMIT FOR APPROVAL; A COMPLETE HARDWARE SCHEDULE (ON A DOOR BY DOOR BASIS) FOR ALL DOORS IN THE BUILDING. 13 AFTER APPROVAL OF ALL ACTUAL MATERIALS ON SITE THE CONTRACTOR SHALL PREPARE AND SUBMIT FOR APPROVAL A COMPLETE ROOM FINISH SCHEDULE (ON A ROOM BY ROOM AND WALL BY WALL BASIS).

66.91

14 ALL EXTERIOR WALL SHALL DE INSULATING BRICK WORK ,ALL INNER WALLS ARE LIGHT WEIGHT BLOCK EXCEPTION WET AREAS TO BE CEMENT BLOCK UP TO 1 m. HEIGHT. 2

15 THE GLASS U -VALVE = 0.23 btu / hr ft- f & SHADING COEFF = 0.26

1

2

3

4

5

6

7

8

9

Birkenhead Library and Civic Centre

SHEROUK ACADEMY Architecture Department sec b-b

Architectural: sec:3

Muhammed Mokbil Alshawy Drawing Title:

AR 04 Scale:

1_100

basement floor Drawing No.:

1

Date : DIMS IN Meters

16/3/2016


elev 2 sec b-b

SHEROUK ACADEMY Architecture Department 1

2

3

4

5

6

7

8

9

5 6

72.36 5

1 1

8.00

8.00

8.00

8.00

8.00

8.00

8.00

6.41

2

2

A

3.46

35.83

2.60

1.48

1.40

11.28

10.11

6.21

6

A

2

3

1

6

1 6

0.69

0.80

0.80

0.80

0.80

0.80

0.71

0.80

0.80

0.80

0.80

0.80

0.80

0.80

0.80

0.80

0.80

0.80

0.80

0.80

0.80

0.80

0.80

0.80

0.80

0.80

0.80

0.80

0.80

0.80

0.80

0.80

0.80

0.80

0.80

0.80

0.80

0.80

0.80

0.80

0.80

0.80

0.80

0.80

0.74

0.15

5

1.10

1.81

3.00

0.29

2.87

6.48

8.00

0.14 1.46

3.64

0.90 2

4

5

6

7

8

1.77 0.40

A015 loc_gf f resource area

17 18 19 20 21 22 23

A016 5.28 loc_gf f stuff meating room

6.86

1.00

13.83

1.00

6.43

4.48

0.31

6.43

ALL HOLES, INCLUDING THOSE FOR MECHANICAL AND ELECTRICAL FACILITIES WHICH ARE LOCATED AT FLOOR SLAB, PARTITIONS AND WALLS MUST BE FILLED WITH NONSECTIONS. COMBUSTIBLE MATERIALS. OPENINGS AROUND DUCTS, PIPES AND CONDUIT SHALL BE FILLED WITH NON-COMBUSTIBLE MATERIALS TO PROVIDE REQUIRED FIRE RATING AND SHALL BE SEALED AGAINST PASSAGE OF SMOKE AND FLAME. FILLER MATERIAL SHALL BE AS APPROVED BY K.F.B.

0.31

1.00

0.80

metal handrill

0.300.300.300.300.300.300.300.300.300.30

ALL OPENINGS IN SLABS / WALLS SHALL BE SEALED OFF (FILLED) WITH NON COMBUSTIBLE FLOOR FINISH U.N.O. MATERIALS TO MAINTAIN THE REQUIRED FIRE RATING CONTINUITY OF THE FLOOR / WALL

1.32

9.45

1.00

1.00

1.00

1.96

0.92

1.00

1.00

0.14

1.00

0.40

0.86

3

1.29

1.23 0.370.14

0.14

B

w1

0.17

0.67 1.30

4.46

0.20

12 13 stair 14 15 16 metal pre cast 1.43

0.86

1.11

0.40

3.56

0.21 0.92 1.16

w1

1.12

0.92

d1 w1

loc_gf f thearte

sound insulation

A018 loc_gf f w.c

THE CONTRACTOR SHALL COORDINATE ALL MECHANICAL AREAS AND WALL SLEEVES AND SHAFTS AT CONCRETE SLABS AND WALLS WITH MECHANICAL, PLUMBING, FIRE PROTECTION, ELECTRICAL, STRUCTURAL AND ARCHITECTURAL DRAWINGS AND DISCREPANCIES, IF ANY, SHALL BE BROUGHT TO THE NOTICE OF THE ENGINEER PRIOR TO EXECUTION OF WORK.

A017

3.56

1.43

0.53

0.14

2.36

1.46 1.03 2.46

d1

2.20

10 11

0.300.300.300.300.300.300.300.300.300.30

1.66

2.96

1.53

1.34 0.37 0.14

0.14

1.76

0.14 9

0.63 0.14

w1

2.39 1.34 0.37 0.14 0.92 3

d1

UP

0.300.300.300.300.300.300.300.300.300.30

0.92 0.14 0.14

0.92 0.14

1.04

1

0.34

2.66

1

0.14 0.12 0.92

0.14

0.37

A018 loc_gf f w.c

d1

UP

0.14

d1

0.95

0.61 0.41

A018

loc_gf f w.c 1.53

2

4.87 0.57

0.34

2

0.14

0.92

4

NOTES APPEARING ON VARIOUS DRAWINGS FOR DIFFERENT SYSTEMS AND MATERIALS ARE TO BE REVIEWED AND APPLIED TO RELATED DRAWINGS AND DETAILS.

5

ANY DETAILS, SYSTEMS, MATERIALS, I.E., ARCHITECTURAL, STRUCTURAL, MECHANICAL, ETC., WHICH THE CONTRACTOR PROPOSED TO CHANGE MUST BE REVIEWED BY THE ENGINEER AND THE CONTRACTOR PRIOR TO PREPARATION OF SHOP DRAWINGS.

C 6

6.43

sec a-a

2.54

2.95

3.32

3

2.51

8.36

loc_gf f 0.14 0.17 0.78w.c 1.51

ANY DISCREPANCIES BETWEEN INFORMATION OR ANY REQUIREMENTS IN SITE LAYOUT CONDITIONS TO BE IMMEDIATELY REPORTED TO THE ENGINEER. THE DRAWINGS DO NOT NECESSARILY INDICATE OR DESCRIBE ALL WORK REQUIRED FOR FULL PERFORMANCE AND COMPLETION OF THE REQUIREMENTS OF THE CONTRACT DOCUMENTS.

1.00

4

d1

1.10

5

0.40 0.17 0.92

d1 0.14

1.04 6

2.06

2.06

2.34

0.18 5.12

4.50

0.26

2.46

0.14

0.14

THESE DRAWINGS TO BE READ IN CONJUNCTION WITH AND COORDINATED WITH ALL RELEVANT STRUCTURAL, MECHANICAL AND ANY OTHER ARCHITECTURAL DRAWINGS ,SCHEDULES &

d1

26.03

2.51 2.46

A018 0.38

0.14 1.10

7

d1 0.14

0.14 0.92 0.06

5.06

5.12

0.14 1.06 0.14

6.96

0.14

A04 loc_gf f customer service

3.11

isolated panels

3.46

3.46

A05 loc_gf f community meeting room

3.06

d1

0.380.14

2.61 0.84

3.16

main metal studs

1

d1 0.17

2.44

0.92

loc_gf f lift

GENERAL NOTES :

loc_gf f work room

1.36

0.14

7.86

A013

1.16

4.45

r.concrete precast wall 2.61

13.71

3.86

10.66

0.14

1.43

8

0.40

5.24

0.29

0.14

0.14

0.14

0.300.300.300.300.300.300.300.300.300.30

9

1.69

0.80 0.29

1.00 7.41

18.98

11 10

1.10

2

7.8

14.98

23 22 21 20 19 18 17 16 15 14 13 12

loc_gf f stuff room

15.81

A019 1.34

0.14

gypsium board

6.46

4.76

0.29 0.80

0.80

3.56

loc_gf f lobby

1.16 0.14

0.73

0.14 2.83

0.14

3.94

A014

1

0.92

d1

0.14

loc_gf f c.a.b waiting

2 DN

3.98

0.15 1.02

0.76 0.15 1.34 0.79 0.80

0.14

9.36

3.26

A012

A09 loc_gf f meeting

3

A02

12.31

d1

0.92

4.31

0.14

6.76 0.14

0.63

0.14 3.46

0.14

loc_gf f C.A.B

2.64

4

elev 3

4 elev

6.86

3.56

3.46

A011

d1

1.63

loc_gf f lift

A

5

2.61

10.36

2.43

d1

0.14

A019

0.14

d1

0.14 0.14 0.42

3.16

loc_gf f learning centre

0.28

1.86

5.57

12.13

A06

18.46

6

loc_gf f main entry

13.88

0.90

3.86 4.07

5.16

loc_gf f office

0.14

0.14

0.40

B

7.60

0.47

0.92 0.27

0.14

1.57

1.96

9.69

0.66

loc_gf f kitchen

d1 0.14

0.40

A08

0.14

3.60

d1

3.16

0.92 0.17

0.14

3.26

3.20

0.29

12.19

0.29

0.14

7.60

d2

A010

3.37

2.21

0.40

d1

0.14

7.60

0.92 0.07

0.40

7.62

3.71

3.21

3.50

A07

loc_gf f plunket

1.107

5.41

0.40

A01

0.38

2.49

8

4.87

1.36

2.20

0.40 3.26

1.03

8.00

3.55

1.35

d1

25.36

9

.0 2.60

C

11

.0 0

°

90

A

12

10

1.45

1.23 1.15

90

6

23 22 21 20 19 18 17 16 15 14 13

sec a-a

d2

THE CONTRACTOR SHALL SUBMIT SAMPLES AND SHOP DRAWINGS WITH ALL NECESSARY DETAILS AND DESIGN INFORMATION FOR APPROVAL PERIOR TO CONSTRUCTION. WALL BY WALL BASIS).

7

PROVIDE MINIMUM 200 MM HIGH REINFORCED CONCRETE CURB AROUND THE ENTIRE PERIMETER OF THE MECHANICAL AREA U.N.O. ALSO REFER TO FLOOR PLANS RELATED DETAILS ON DWGS.

8

PROVIDE LIQUID LATEX MEMBRANE LATICRETE" AND LIQUID LATEX ADDITIVE IN SETTING BED MIX/IN ALL WET AREAS (MECH. ROOMS, SHAFTS, ETC.) EXTEND LATEX MEMBRANE 150 MM ABOVE

9

PROVIDE WATER PROOFING MEMBRANE OVER FOAM CONC. LAID TO SLOPE AT ALL EXTERIOR SURFACES OVER OCCUPIED SPACES. ALSO REFER FLOOR PLANS AND RELATED STYLE

double acrovian door

d3

4.34

1.31

0.92

1.95

0.40

7.60

0.40

7.28

d3 8.00

A03 loc_gf f library

loc_gf f learning centre

0.320.40

23.62

0.40

7.28

0.40

6.34

0.31

2

5.01

G

8.00

A06

10 PROVIDE CONTROL JOINTS IN EXPOSED CONCRETE SCREED TOPPING AT 3000 MM CENTERS (MAX.) IN BOTH DIRECTIONS. CONTROL JOINTS LOCATION SHALL BE AS APPROVED BY ENGINEER

D

D

11 ALL SLABS TO RECEIVE WATERPROOFING MUST BE FLOODED (MIN.) 100MM DEEP WATER BED FOR 48 HRS. AFTER APPLICATION OF WATERPROOFING ALL LEAKS AND CRACKS THAT APPEAR DURING THE TEST AND RETEST UNTIL NO LEAKS APPEAR. 12 THE CONTRACTOR SHALL PREPARE AND SUBMIT FOR APPROVAL; A COMPLETE HARDWARE SCHEDULE (ON A DOOR BY DOOR BASIS) FOR ALL DOORS IN THE BUILDING.

9.09

0.81

7.50

54.66

0.29

F

13 AFTER APPROVAL OF ALL ACTUAL MATERIALS ON SITE THE CONTRACTOR SHALL PREPARE AND SUBMIT FOR APPROVAL A COMPLETE ROOM FINISH SCHEDULE (ON A ROOM BY ROOM AND

14 ALL EXTERIOR WALL SHALL DE INSULATING BRICK WORK ,ALL INNER WALLS ARE LIGHT WEIGHT BLOCK EXCEPTION WET AREAS TO BE CEMENT BLOCK UP TO 1 m. HEIGHT. 15 THE GLASS U -VALVE = 0.23 btu / hr ft- f & SHADING COEFF = 0.26

8.00

8.00

8.00

8.00

8.00

8.00

8.00

6.41 DOOR SCHEDULE SYM.

72.35

d1

WIDTH 1.00

HEIGHT 2.20

d2

2.20

2.20

double leaf door

2.20

double acrovian door

d3

2.40

MANUFACTURER single leaf door

glass &wood glass &wood glass& aluminium

QTY 20 2

COST

total

3000-4000 3000-4000 900-1100 7200-8800

2

-

-

Birkenhead Library and Civic Centre 2

3

4

5

6

7

8

SHEROUK ACADEMY Architecture Department

9

Architectural: sec:3

Muhammed Mokbil Alshawy sec b-b

elev 1

1

Drawing Title:

AR 05 Scale:

1_100

DIMS IN Meters

ground floor Drawing No.:

1

Date : 16/3/2016


sec b-b

1

2

3

4

5

6

7

8

SHEROUK ACADEMY Architecture Department

9

72.03 5 6

8.00

8.00

8.00

8.00

8.00

8.00

7.86

6.55

5

1 1

2

2

A

3.13

2.60

60.11

6

A

6.19

2

3

1

6

1 6

5

0.79

0.40

4.86

A019 loc_ff f lift

1

THESE DRAWINGS TO BE READ IN CONJUNCTION WITH AND COORDINATED WITH ALL RELEVANT STRUCTURAL, MECHANICAL AND ANY OTHER ARCHITECTURAL DRAWINGS ,SCHEDULES &

18.24

loc_gf f void

12.49

16.25

23.62

12.17

9.45

4.32 0.86 0.07

3

3.58

4

NOTES APPEARING ON VARIOUS DRAWINGS FOR DIFFERENT SYSTEMS AND MATERIALS ARE TO BE REVIEWED AND APPLIED TO RELATED DRAWINGS AND DETAILS.

5

ANY DETAILS, SYSTEMS, MATERIALS, I.E., ARCHITECTURAL, STRUCTURAL, MECHANICAL, ETC., WHICH THE CONTRACTOR PROPOSED TO CHANGE MUST BE REVIEWED BY THE ENGINEER AND THE CONTRACTOR PRIOR TO PREPARATION OF SHOP DRAWINGS.

6

THE CONTRACTOR SHALL SUBMIT SAMPLES AND SHOP DRAWINGS WITH ALL NECESSARY DETAILS AND DESIGN INFORMATION FOR APPROVAL PERIOR TO CONSTRUCTION.

5

4

3

2

1

DN

1.43

0.300.300.300.300.300.300.300.300.300.30

0.14

0.300.300.300.300.300.300.300.300.300.30

0.40

1

2

3

4

5

6

7

8

9

10 11

0.300.300.300.300.300.300.300.300.300.30

1.43

12 13 14 15 16 17 18 19 20 21 22 23 DN

0.300.300.300.300.300.300.300.300.300.30

1.19

6

C

0.09

7

1.00

8

0.97

9

0.97

11 10

0.14

23 22 21 20 19 18 17 16 15 14 13 12

1.24

14.44

0.40

C

0.40

3.69

2

7.4

18.98

2.28

40 19.

loc_ff f library

ALL OPENINGS IN SLABS / WALLS SHALL BE SEALED OFF (FILLED) WITH NON COMBUSTIBLE MATERIALS TO MAINTAIN THE REQUIRED FIRE RATING CONTINUITY OF THE FLOOR / WALL FLOOR FINISH U.N.O. ALL HOLES, INCLUDING THOSE FOR MECHANICAL AND ELECTRICAL FACILITIES WHICH ARE LOCATED AT FLOOR SLAB, PARTITIONS AND WALLS MUST BE FILLED WITH NONSECTIONS. OPENINGS AROUND DUCTS, PIPES AND CONDUIT SHALL BE FILLED WITH NON-COMBUSTIBLE MATERIALS TO PROVIDE REQUIRED FIRE RATING AND SHALL BE SEALED AGAINST PASSAGE OF SMOKE AND FLAME. FILLER MATERIAL SHALL BE AS APPROVED BY K.F.B.

5.15

A03

19.49

A018 0.72 0.42 loc_ff f w.c 2.47

1.96

1.00 11.79

0.090.43

gypsium board

7.92

THE CONTRACTOR SHALL COORDINATE ALL MECHANICAL AREAS AND WALL SLEEVES AND SHAFTS AT CONCRETE SLABS AND WALLS WITH MECHANICAL, PLUMBING, FIRE PROTECTION, ELECTRICAL, STRUCTURAL AND ARCHITECTURAL DRAWINGS AND DISCREPANCIES, IF ANY, SHALL BE BROUGHT TO THE NOTICE OF THE ENGINEER PRIOR TO EXECUTION OF WORK.

B A017 loc_gf f thearte

6.86

28.20

loc_gf f void

0.40

7.42

0.86 0.07

13.83

0.40

0.42

6.59

5.16

0.72

elev 3

4 elev

6.86

2.60

2

2.55 0.090.43

10.38 11.83

sec a-a

0 0.49 0.40

7.57

2.16

A019 loc_ff f lift

main metal studs

0.4 3.43

0.68

1.77

15.06

0.84

2.61

3.30

0.40

B

3.43

5.24

ANY DISCREPANCIES BETWEEN INFORMATION OR ANY REQUIREMENTS IN SITE LAYOUT CONDITIONS TO BE IMMEDIATELY REPORTED TO THE ENGINEER. THE DRAWINGS DO NOT NECESSARILY INDICATE OR DESCRIBE ALL WORK REQUIRED FOR FULL PERFORMANCE AND COMPLETION OF THE REQUIREMENTS OF THE CONTRACT DOCUMENTS.

r.concrete precast wall

1.34

0.40

2.99

2.61

5.86

0.40

0.29

2.59

2.56 2.84

3.60

3.70

A09 loc_ff f meeting

12.09

2.51

0.95

1.04

154.4 12.83

24.22

A020

loc_ff f childrens area

0.16

0.29

8.00

0.95

21.00

COMBUSTIBLE MATERIALS.

8.00

7.60

5.49

0.40

7.16

7.60

1.34

0.17 3.89

5.27

2.51

3.54

2.54

4.08

2.61 10.66

A

0.76 0.40

0.20 0.20

0.40

loc_gf f void

3.21

3.50

4.73

22.00

sec a-a

A

1.52

1.23

6

6.43

0.4 0 4.36

51.86

8.00

loc_gf f void

8.24

loc_gf f void

6.48

7.03

G

8.00

BY WALL BASIS).200 MM HIGH REINFORCED CONCRETE CURB AROUND THE ENTIRE PERIMETER 7 WALL PROVIDE MINIMUM OF THE MECHANICAL AREA U.N.O. ALSO REFER TO FLOOR PLANS RELATED DETAILS ON DWGS. 8

PROVIDE LIQUID LATEX MEMBRANE LATICRETE" AND LIQUID LATEX ADDITIVE IN SETTING BED 2 MIX/IN ALL WET AREAS (MECH. ROOMS, SHAFTS, ETC.) EXTEND LATEX MEMBRANE 150 MM ABOVE

9

PROVIDE WATER PROOFING MEMBRANE OVER FOAM CONC. LAID TO SLOPE AT ALL EXTERIOR SURFACES OVER OCCUPIED SPACES. ALSO REFER FLOOR PLANS AND RELATED

6.75

62.97

D

gypsium board 0.43 0.12

. 53 °

0.42 0.12

11 5

D

10 PROVIDE CONTROL JOINTS IN EXPOSED CONCRETE SCREED TOPPING AT 3000 MM CENTERS (MAX.) IN BOTH DIRECTIONS. CONTROL JOINTS LOCATION SHALL BE AS APPROVED BY ENGINEER 11 ALL SLABS TO RECEIVE WATERPROOFING MUST BE FLOODED (MIN.) 100MM DEEP WATER BED FOR 48 HRS. AFTER APPLICATION OF WATERPROOFING ALL LEAKS AND CRACKS THAT APPEAR DURING THE TEST AND RETEST UNTIL NO LEAKS APPEAR. 12 THE CONTRACTOR SHALL PREPARE AND SUBMIT FOR APPROVAL; A COMPLETE HARDWARE SCHEDULE (ON A DOOR BY DOOR BASIS) FOR ALL DOORS IN THE BUILDING.

8.76

8.79

1.10 0.69 1.10 0.69 1.10 0.69 1.10 0.69 1.10 0.69 1.10 0.69 1.10 0.69 1.10 0.69 1.10 0.69 1.10 0.69 1.10 0.69 1.10 0.69 1.10 0.69 1.10 0.69 1.10 0.69 1.10 0.69 1.10 0.69 1.10 0.69 1.10 0.69 1.10 0.69 1.10 0.69 1.10 0.69 1.10 0.69 1.10 0.69 1.10 0.69 1.10 0.69 1.10

13 AFTER APPROVAL OF ALL ACTUAL MATERIALS ON SITE THE CONTRACTOR SHALL PREPARE AND SUBMIT FOR APPROVAL A COMPLETE ROOM FINISH SCHEDULE (ON A ROOM BY ROOM AND

6.87

F 14 ALL EXTERIOR WALL SHALL DE INSULATING BRICK WORK ,ALL INNER WALLS ARE LIGHT WEIGHT BLOCK EXCEPTION WET AREAS TO BE CEMENT BLOCK UP TO 1 m. HEIGHT.

8.00

8.00

8.00

8.00

8.00

8.00

7.86

6.55

15 THE GLASS U -VALVE = 0.23 btu / hr ft- f & SHADING COEFF = 0.26

DOOR SCHEDULE SYM.

72.02

d1

WIDTH 1.00

HEIGHT 2.20

d2

2.20

2.20

double leaf door

2.20

double acrovian door

d3

2.40

STYLE single leaf door

MANUFACTURER glass &wood glass &wood glass& aluminium

QTY 20 2

COST

total

3000-4000 3000-4000 900-1100 7200-8800

2

-

-

Birkenhead Library and Civic Centre 2

3

4

5

6

7

8

9

SHEROUK ACADEMY Architecture Department Architectural:

sec b-b

elev 1

1

sec:3

Muhammed Mokbil Alshawy Drawing Title:

AR 06 Scale:

1_100

DIMS IN Meters

mezanin floor Drawing No.:

1

Date : 16/3/2016


4

7

8

9

0.09

tos+8.00 tf +7.48

2.04

0.09

1.36

0.09

+4.00

LVL 2

+4.00

0.85

1.27

SHEROUK ACADEMY Architecture Department

LVL 3

tos+4.00 tf +3.48

3

1.98

5

0.81

0.00

5

0.81 0.11

1

0.81 0.11

0.11

0.81 0.11

1.30 0.81 0.11

LVL 1

2.66

0.09

+4.00

1.36

0.09

0.090.680.09

0.090.680.09 1.27 0.090.680.09

6.99

2.66

1.36 0.09 2.71 0.09

8.00

6

1.36

0.09 1.36

0.09

0.09

2

LVL 2 tos+4.00 tf +3.48

5

+8.00

0.09

tos+8.00 tf +7.48

3

+8.00

1.36

LVL 3

2

8.00

1

0.00

LVL 1

tos 0.00 tf -0.52

tos 0.00 tf -0.52

GENERAL NOTES :

1

south elevation scale 1:100 2

5

6

7

1.14

1.08

1.02

0.96

0.30

0.30

0.30

0.30

3.03

3.08

3.41

3.37

3.32

3.26

3.20

2.96

2.91

2.85

2.79

2.73

2.67

+4.00

0.08

0.08

0.08

0.08

0.08

0.08

0.08

0.08

0.08

0.08

0.08

0.08

0.08

0.08

0.08

0.08

0.08

0.08

0.08

0.08

0.08

0.08

0.08

2.91

2.91

2.91

2.91

2.91

2.91

2.99

2.91

2.91

2.91

2.91

2.91

2.91

2.91

2.91

2.91

2.91

2.91

2.91

2.91

2.91

2.91

2.91

2.91

0.60

0.60

0.60

0.60

0.60

0.60

0.60

0.60

0.60

0.60

0.60

0.60

0.60

0.60

0.60

0.60

0.60

0.60

0.60

0.60

0.60

tos+4.00 tf +3.48

2

4.00

0.08 2.91

LVL 2

4

NOTES APPEARING ON VARIOUS DRAWINGS FOR DIFFERENT SYSTEMS AND MATERIALS ARE TO BE REVIEWED AND APPLIED TO RELATED DRAWINGS AND DETAILS.

5

ANY DETAILS, SYSTEMS, MATERIALS, I.E., ARCHITECTURAL, STRUCTURAL, MECHANICAL, ETC., WHICH THE CONTRACTOR PROPOSED TO CHANGE MUST BE REVIEWED BY THE ENGINEER AND THE CONTRACTOR PRIOR TO PREPARATION OF SHOP DRAWINGS.

6

THE CONTRACTOR SHALL SUBMIT SAMPLES AND SHOP DRAWINGS WITH ALL NECESSARY DETAILS AND DESIGN INFORMATION FOR APPROVAL PERIOR TO CONSTRUCTION.

7

PROVIDE MINIMUM 200 MM HIGH REINFORCED CONCRETE CURB AROUND THE ENTIRE PERIMETER OF THE MECHANICAL AREA U.N.O. ALSO REFER TO FLOOR PLANS RELATED DETAILS ON DWGS.

8

PROVIDE LIQUID LATEX MEMBRANE LATICRETE" AND LIQUID LATEX ADDITIVE IN SETTING BED MIX/IN ALL WET AREAS (MECH. ROOMS, SHAFTS, ETC.) EXTEND LATEX MEMBRANE 150 MM ABOVE FLOOR FINISH U.N.O.

9

PROVIDE WATER PROOFING MEMBRANE OVER FOAM CONC. LAID TO SLOPE AT ALL EXTERIOR SURFACES OVER OCCUPIED SPACES. ALSO REFER FLOOR PLANS AND RELATED SECTIONS.

10 PROVIDE CONTROL JOINTS IN EXPOSED CONCRETE SCREED TOPPING AT 3000 MM CENTERS (MAX.) IN BOTH DIRECTIONS. CONTROL JOINTS LOCATION SHALL BE AS APPROVED BY ENGINEER

0.60

0.60

0.00

0.60

2.63

0.60

0.44 0.44 0.08

0.44 0.44 0.08 2.63

ALL OPENINGS IN SLABS / WALLS SHALL BE SEALED OFF (FILLED) WITH NON COMBUSTIBLE MATERIALS TO MAINTAIN THE REQUIRED FIRE RATING CONTINUITY OF THE FLOOR / WALL

4.00

1.20 0.30

0.30 0.69

1.26 0.30

0.30 0.74

1.32 0.30

0.30 0.78

1.38 0.30

0.30 0.84

1.44 0.30

0.30 0.90

1.50 2.61

2.55

2.49

0.30

1.55 0.30

1.61 0.30

1.68 0.30 2.43

1.74 0.30 2.37

1.79 0.30 2.31

1.85 0.30 2.25

1.92 0.30 2.19

1.98 0.30 2.13

2.09

2.04 0.30 2.07

2.01

2.01

0.30

0.30

2.10

2.01 0.30 2.10

1.90 0.30 2.20 2.63

2.63

2.63

2.63

2.63

2.63

2.63

2.37

0.22 0.34 0.22 0.69

2.37

2.37

2.37

2.37

LVL 1

0.00

3

ALL HOLES, INCLUDING THOSE FOR MECHANICAL AND ELECTRICAL FACILITIES WHICH ARE LOCATED AT FLOOR SLAB, PARTITIONS AND WALLS MUST BE FILLED WITH NONCOMBUSTIBLE MATERIALS. OPENINGS AROUND DUCTS, PIPES AND CONDUIT SHALL BE FILLED WITH NON-COMBUSTIBLE MATERIALS TO PROVIDE REQUIRED FIRE RATING AND SHALL BE SEALED AGAINST PASSAGE OF SMOKE AND FLAME. FILLER MATERIAL SHALL BE AS APPROVED BY K.F.B.

tos+8.00 tf +7.48

+4.00

0.44 0.44 0.08

1.28 0.44 0.44 0.08

0.30

1.28 0.44 0.44 0.08

0.08 0.93

1.81

1.71

1.28 0.44 0.44 0.08

0.30

1.28 0.44 0.44 0.08

0.08 1.03

0.30 1.13

1.28 0.44 0.44 0.08

0.08

0.30

1.28 0.44 0.44 0.08

0.08

1.23

1.60

1.51

1.41 0.30

1.31 0.30 1.43

1.33

1.22 0.30 1.52 1.28 0.70 0.44 0.08

0.08

1.12 0.30 1.62 0.08 1.28 0.70 0.44 0.08

0.08

1.02 0.30 1.72 0.08 1.28 0.70 0.44 0.08

0.08 1.28 0.70 0.44 0.08

0.08

0.92 1.81

0.30

0.30 0.82 0.08

3

4

0.89

4.35

0.70

4.96 0.70 0.44 0.08

2

2.37

tos+4.00 tf +3.48

+4.00

1.28

LVL 2

THE CONTRACTOR SHALL COORDINATE ALL MECHANICAL AREAS AND WALL SLEEVES AND SHAFTS AT CONCRETE SLABS AND WALLS WITH MECHANICAL, PLUMBING, FIRE PROTECTION, ELECTRICAL, STRUCTURAL AND ARCHITECTURAL DRAWINGS AND DISCREPANCIES, IF ANY, SHALL BE BROUGHT TO THE NOTICE OF THE ENGINEER PRIOR TO EXECUTION OF WORK.

LVL 3

+8.00

0.70 0.44 0.08

1.28

0.08

4.93

1.91

2.03

3.65

0.30 0.71

5.79

2

9

8

+8.00

tos+8.00 tf +7.48

tos 0.00 tf -0.52

tos 0.00 tf -0.52

11 ALL SLABS TO RECEIVE WATERPROOFING MUST BE FLOODED (MIN.) 100MM DEEP WATER BED FOR 48 HRS. AFTER APPLICATION OF WATERPROOFING ALL LEAKS AND CRACKS THAT APPEAR DURING THE TEST AND RETEST UNTIL NO LEAKS APPEAR. 12 THE CONTRACTOR SHALL PREPARE AND SUBMIT FOR APPROVAL; A COMPLETE HARDWARE SCHEDULE (ON A DOOR BY DOOR BASIS) FOR ALL DOORS IN THE BUILDING.

north elevation scale 1:100

13 AFTER APPROVAL OF ALL ACTUAL MATERIALS ON SITE THE CONTRACTOR SHALL PREPARE AND SUBMIT FOR APPROVAL A COMPLETE ROOM FINISH SCHEDULE (ON A ROOM BY ROOM AND WALL BY WALL BASIS). 14 ALL EXTERIOR WALL SHALL DE INSULATING BRICK WORK ,ALL INNER WALLS ARE LIGHT WEIGHT BLOCK EXCEPTION WET AREAS TO BE CEMENT BLOCK UP TO 1 m. HEIGHT. 2

15 THE GLASS U -VALVE = 0.23 btu / hr ft- f & SHADING COEFF = 0.26

0.00

1.90

tos 0.00 tf -0.52

LVL 1

LVL 1 tos 0.00 tf -0.52

1.36

tos+8.00 tf +7.48

2

0.09

1.36

0.09

2

LVL 2

+4.00

tos+4.00 tf +3.48

4

8.00

1

2.71

tos+4.00 tf +3.48

LVL 3

0.09

LVL 2

D

F

Birkenhead Library and Civic Centre

1.51

tos+4.00 tf +3.48

tos 0.00 tf -0.52

east elevation scale 1:100

tos+8.00 tf +7.48

3

LVL 2

C

0.09

tos+8.00 tf +7.48

G +8.00

0.600.11

1.95 0.05 1.85

0.05 1.95 0.05

0.05 2.90

2

LVL 3

0.600.050.570.050.700.050.700.050.700.050.70 0.05 0.700.050.700.050.700.05

3.05 0.05

2.95 2.95

+4.00

B

1.48

0.45

1.05 0.05

1.05 0.05 0.95 0.05

1.05 0.05 0.05 1.90

1.90

2.90

0.05

1.95

0.05 1.95 2.90

0.05

0.05 0.95 0.05 0.95 0.05

2.95

1.95

4.05

0.05

1.05

1.05 1.95 0.05 0.95 0.05 0.95 0.05 1.90

1.95 2.90 0.05

0.05 0.05 2.90

0.05 1.95 1.90

0.05

1.95 0.05

0.05

1.05 0.05

1.05 2.95

0.05

2.95

0.05 2.95

3.05

0.05 0.95 0.05

1.05

0.45

1.85

+4.00

1.00 0.05

LVL 1

1

1.00 0.05

tos+4.00 tf +3.48

+4.00

0.50

LVL 2

2

A LVL 3

+8.00

0.95 0.05 0.95 0.05 0.95 0.05 0.95 0.05 0.95 0.05 0.95 0.05 0.95 0.05 0.95

tos+8.00 tf +7.48

+8.00

0.05 0.05 0.50 0.95 0.05 0.95 0.05 0.95 0.95 0.05 0.95 0.05 0.95 0.05 0.95

LVL 3

A

B

8.00

C

8.00

D

8.00

8.00

4

3.15

LVL 3

3

ANY DISCREPANCIES BETWEEN INFORMATION OR ANY REQUIREMENTS IN SITE LAYOUT CONDITIONS TO BE IMMEDIATELY REPORTED TO THE ENGINEER. THE DRAWINGS DO NOT NECESSARILY INDICATE OR DESCRIBE ALL WORK REQUIRED FOR FULL PERFORMANCE AND COMPLETION OF THE REQUIREMENTS OF THE CONTRACT DOCUMENTS.

8.00

1

THESE DRAWINGS TO BE READ IN CONJUNCTION WITH AND COORDINATED WITH ALL RELEVANT STRUCTURAL, MECHANICAL AND ANY OTHER ARCHITECTURAL DRAWINGS ,SCHEDULES &

0.00

LVL 1 tos 0.00 tf -0.52

west elevation scale 1:100

SHEROUK ACADEMY Architecture Department Architectural: sec:3

Muhammed Mokbil Alshawy Drawing Title:

AR 07 Scale:

1_100

DIMS IN Meters

elevations Drawing No.:

1

Date : 16/3/2016


1

2

3

4

5

6

7

8

SHEROUK ACADEMY Architecture Department

9

4cm ceramic 6cm sand 6cm isolation 2cm isolation 15cm r.c concrete secondary i beam main i beam sec

+8.00

7.48

0.21

LVL 3

+8.00

main i beams

LVL 3

7.48

tos +8.00 tf +7.48

TOS+8.00 FFL+7.48

4cm ceramic raised floor

8cm acrovian sheets

main i beams +4.00

+4.00

+4.00

bolts for fixed double aluminum box

0.470.20

gypsium false celling

4cm sengaby tiles

8cm acrovian sheets

6cm mortal sand

2cm glue material aluminium box 100*80mm

0.00

0.00

0.00

0.00

6cm mortal sand

0.00

+0.44

15cm ord_concrete

-1.75

0.27

TOS0.00 FFL -0.52

LVL 1

+/-0.00

THESE DRAWINGS TO BE READ IN CONJUNCTION WITH AND COORDINATED WITH ALL RELEVANT STRUCTURAL, MECHANICAL AND ANY OTHER ARCHITECTURAL DRAWINGS ,SCHEDULES & ANY DISCREPANCIES BETWEEN INFORMATION OR ANY REQUIREMENTS IN SITE LAYOUT CONDITIONS TO BE IMMEDIATELY REPORTED TO THE ENGINEER. THE DRAWINGS DO NOT NECESSARILY INDICATE OR DESCRIBE ALL WORK REQUIRED FOR FULL PERFORMANCE AND COMPLETION OF THE REQUIREMENTS OF THE CONTRACT DOCUMENTS.

+1.20

0.27

LVL 1

12.28

4.06 4cm sengaby tiles

main i beam sec

2cm glue material 15cm ord_concrete

GENERAL NOTES :

1

2.66

4cm ceramic raised floor 12cm rein_pre_concrete

2.21

6mm pure glass

secondary i beams

gypsium board with white painting

2.06

aluminium box 100*80mm

gypsium false celling

2.21

3.48

gypsium false celling

wooden door

secondary i beams

tos +4.00 tf +3.48

wooden door

2.70

12.28

secondary i beams

0.61

secondary i beams

0.45 0.660.15

main alumium box for fixed beam with wall

gypsium false celling

-1.20

LVL 2

+3.48

secondary box for curtain box

0.00

+4.00

+4.00

0.80

TOS+4.00 FFL+3.48

7.77

+4.00 +3.48

secondary i beams

12cm rein_pre_concrete

+4.00

LVL 2

secondary i beams

gypsium false celling

2.70

3.28

secondary i beams

gypsium false celling

4.00

secondary i beams

gypsium false celling

tos 0.00 tf -0.52

2

THE CONTRACTOR SHALL COORDINATE ALL MECHANICAL AREAS AND WALL SLEEVES AND SHAFTS AT CONCRETE SLABS AND WALLS WITH MECHANICAL, PLUMBING, FIRE PROTECTION, ELECTRICAL, STRUCTURAL AND ARCHITECTURAL DRAWINGS AND DISCREPANCIES, IF ANY, SHALL BE BROUGHT TO THE NOTICE OF THE ENGINEER PRIOR TO EXECUTION OF WORK.

3

ALL OPENINGS IN SLABS / WALLS SHALL BE SEALED OFF (FILLED) WITH NON COMBUSTIBLE MATERIALS TO MAINTAIN THE REQUIRED FIRE RATING CONTINUITY OF THE FLOOR / WALL

3.95

3.79

4.03

3.79

-1.30

10cm ord_concrete 2cm insulation material

ALL HOLES, INCLUDING THOSE FOR MECHANICAL AND ELECTRICAL FACILITIES WHICH ARE LOCATED AT FLOOR SLAB, PARTITIONS AND WALLS MUST BE FILLED WITH NONCOMBUSTIBLE MATERIALS. OPENINGS AROUND DUCTS, PIPES AND CONDUIT SHALL BE FILLED WITH NON-COMBUSTIBLE MATERIALS TO PROVIDE REQUIRED FIRE RATING AND SHALL BE SEALED AGAINST PASSAGE OF SMOKE AND FLAME. FILLER MATERIAL SHALL BE AS APPROVED BY K.F.B.

15cm renf_concrete -4.00

LVL 0

-4.00

-4.28

-4.00

-4.00

-4.00

-4.00

-4.28

-4.00

LVL 0 tos -4.00 tf -4.28

TOS-4.00 FFL -4.28

sec (a-a) scale (1:100)

4

NOTES APPEARING ON VARIOUS DRAWINGS FOR DIFFERENT SYSTEMS AND MATERIALS ARE TO BE REVIEWED AND APPLIED TO RELATED DRAWINGS AND DETAILS.

5

ANY DETAILS, SYSTEMS, MATERIALS, I.E., ARCHITECTURAL, STRUCTURAL, MECHANICAL, ETC., WHICH THE CONTRACTOR PROPOSED TO CHANGE MUST BE REVIEWED BY THE ENGINEER AND THE CONTRACTOR PRIOR TO PREPARATION OF SHOP DRAWINGS.

6

THE CONTRACTOR SHALL SUBMIT SAMPLES AND SHOP DRAWINGS WITH ALL NECESSARY DETAILS AND DESIGN INFORMATION FOR APPROVAL PERIOR TO CONSTRUCTION.

7

PROVIDE MINIMUM 200 MM HIGH REINFORCED CONCRETE CURB AROUND THE ENTIRE PERIMETER OF THE MECHANICAL AREA U.N.O. ALSO REFER TO FLOOR PLANS RELATED DETAILS ON DWGS.

8

PROVIDE LIQUID LATEX MEMBRANE LATICRETE" AND LIQUID LATEX ADDITIVE IN SETTING BED MIX/IN ALL WET AREAS (MECH. ROOMS, SHAFTS, ETC.) EXTEND LATEX MEMBRANE 150 MM ABOVE FLOOR FINISH U.N.O.

9

PROVIDE WATER PROOFING MEMBRANE OVER FOAM CONC. LAID TO SLOPE AT ALL EXTERIOR SURFACES OVER OCCUPIED SPACES. ALSO REFER FLOOR PLANS AND RELATED

10 PROVIDE CONTROL JOINTS IN EXPOSED CONCRETE SCREED TOPPING AT 3000 MM CENTERS (MAX.) IN BOTH DIRECTIONS. CONTROL JOINTS LOCATION SHALL BE AS APPROVED BY ENGINEER

B

False celing systems

11 ALL SLABS TO RECEIVE WATERPROOFING MUST BE FLOODED (MIN.) 100MM DEEP WATER BED FOR 48 HRS. AFTER APPLICATION OF WATERPROOFING ALL LEAKS AND CRACKS THAT APPEAR DURING THE TEST AND RETEST UNTIL NO LEAKS APPEAR.

D

C

12 THE CONTRACTOR SHALL PREPARE AND SUBMIT FOR APPROVAL; A COMPLETE HARDWARE SCHEDULE (ON A DOOR BY DOOR BASIS) FOR ALL DOORS IN THE BUILDING. 13 AFTER APPROVAL OF ALL ACTUAL MATERIALS ON SITE THE CONTRACTOR SHALL PREPARE AND SUBMIT FOR APPROVAL A COMPLETE ROOM FINISH SCHEDULE (ON A ROOM BY ROOM AND WALL BY WALL BASIS). 14 ALL EXTERIOR WALL SHALL DE INSULATING BRICK WORK ,ALL INNER WALLS ARE LIGHT WEIGHT BLOCK EXCEPTION WET AREAS TO BE CEMENT BLOCK UP TO 1 m. HEIGHT. 2

15 THE GLASS U -VALVE = 0.23 btu / hr ft- f & SHADING COEFF = 0.26

4cm ceramic raised floor 12cm rein_pre_concrete 8cm acrovian sheets main i beam sec

+8.00

tos tf

library

4cm ceramic raised floor

4cm ceramic raised floor

12cm rein_pre_concrete

12cm rein_pre_concrete

8cm acrovian sheets

8cm acrovian sheets

main i beam sec

main i beam sec

7.48

+8.00 +7.48

4.41

3.84

0.45

TOS+8.00 FFL+7.48

2.65

7.48

+8.00

LVL 3

LVL 3

+4.00

+3.48

0.45 0.76

LVL 2 TOS+4.00 FFL+3.48

WIRE SUPPORT (BY OTHERS)

secondary i beams

gypsium false celling

gypsium false celling

LVL 2 0.33

+4.00

tos tf

+4.00

+3.48

+4.00 +3.48

gypsium false celling elevtion moquette strips

-0.75

-0.60

-0.45

-0.30

-0.15

+0.00 fixing screw

-1.30

15cm ord_concrete

main i beams

BEND CLIP TABS, TYPICAL

4cm ceramic raised floor 10cm ord_concrete

2.13

2cm insulation material

0.00 -0.52

15cm renf_concrete

-4.00 -4.28

+1.20

LVL 1 tos tf

ACT-4 CROSS TEE

12.28

6cm mortal sand

SPLICE CLIP

1.99

2.44

+0.00

+0.44

+/-0.00

Birkenhead Library and Civic Centre

0.65

-0.90

0.95

-1.15

0.50

lighting units

theatre stage

15cm ord_concrete

4cm sengaby tiles 2cm glue material

0.33

locknut

2.52

-1.75

TOS 0.00 FFL -0.52

main i beam sec

2.22

0.50

-1.20

LVL 1

high decimal insulation wooden door

lighting units

0.72 0.21 0.58 0.72

6cm mortal sand 0.00

steel box used for stages

3.20

8cm acrovian sheets

4cm sengaby tiles 2cm glue material

AMT-6 MAIN TEE

12cm rein_pre_concrete

theatre

elevtion moquette strips

3.10

4cm ceramic raised floor escape wooden door

3.02

AWA-1 WALL ANGLE

12.28

2-WAY CLIP

3.65

aluminium u shapes for fixing blates

-4.00

LVL 0

-4.00

-4.00

TOS-4.00 FFL -4.28

LVL 0 tos tf

-4.28

SHEROUK ACADEMY Architecture Department

-4.00 -4.28

Architectural: sec:3

Muhammed Mokbil Alshawy Drawing Title:

AR 08

sec (b-b) scale (1:100)

1_100 DIMS IN Meters

sections Drawing No.:

1

Date : 16/3/2016


7 SHEROUK ACADEMY Architecture Department

0.43

0.43

0.43

0.43

0.43

GENERAL NOTES :

1

THESE DRAWINGS TO BE READ IN CONJUNCTION WITH AND COORDINATED WITH ALL RELEVANT STRUCTURAL, MECHANICAL AND ANY OTHER ARCHITECTURAL DRAWINGS ,SCHEDULES &

2

THE CONTRACTOR SHALL COORDINATE ALL MECHANICAL AREAS AND WALL SLEEVES AND SHAFTS AT CONCRETE SLABS AND WALLS WITH MECHANICAL, PLUMBING, FIRE PROTECTION, ELECTRICAL, STRUCTURAL AND ARCHITECTURAL DRAWINGS AND DISCREPANCIES, IF ANY, SHALL BE BROUGHT TO THE NOTICE OF THE ENGINEER PRIOR TO EXECUTION OF WORK.

3

ALL OPENINGS IN SLABS / WALLS SHALL BE SEALED OFF (FILLED) WITH NON COMBUSTIBLE MATERIALS TO MAINTAIN THE REQUIRED FIRE RATING CONTINUITY OF THE FLOOR / WALL ALL HOLES, INCLUDING THOSE FOR MECHANICAL AND ELECTRICAL FACILITIES WHICH ARE LOCATED AT FLOOR SLAB, PARTITIONS AND WALLS MUST BE FILLED WITH NONCOMBUSTIBLE MATERIALS. OPENINGS AROUND DUCTS, PIPES AND CONDUIT SHALL BE FILLED WITH NON-COMBUSTIBLE MATERIALS TO PROVIDE REQUIRED FIRE RATING AND SHALL BE SEALED AGAINST PASSAGE OF SMOKE AND FLAME. FILLER MATERIAL SHALL BE AS APPROVED BY K.F.B.

4.61 0.12

4.53 0.12

4.44 0.12

4.36 0.12

4.27

ANY DISCREPANCIES BETWEEN INFORMATION OR ANY REQUIREMENTS IN SITE LAYOUT CONDITIONS TO BE IMMEDIATELY REPORTED TO THE ENGINEER. THE DRAWINGS DO NOT NECESSARILY INDICATE OR DESCRIBE ALL WORK REQUIRED FOR FULL PERFORMANCE AND COMPLETION OF THE REQUIREMENTS OF THE CONTRACT DOCUMENTS.

0.12

0.12

4.18

0.43

+8.00

4

NOTES APPEARING ON VARIOUS DRAWINGS FOR DIFFERENT SYSTEMS AND MATERIALS ARE TO BE REVIEWED AND APPLIED TO RELATED DRAWINGS AND DETAILS.

5

ANY DETAILS, SYSTEMS, MATERIALS, I.E., ARCHITECTURAL, STRUCTURAL, MECHANICAL, ETC., WHICH THE CONTRACTOR PROPOSED TO CHANGE MUST BE REVIEWED BY THE ENGINEER AND THE CONTRACTOR PRIOR TO PREPARATION OF SHOP DRAWINGS.

6

THE CONTRACTOR SHALL SUBMIT SAMPLES AND SHOP DRAWINGS WITH ALL NECESSARY DETAILS AND DESIGN INFORMATION FOR APPROVAL PERIOR TO CONSTRUCTION.

7

PROVIDE MINIMUM 200 MM HIGH REINFORCED CONCRETE CURB AROUND THE ENTIRE PERIMETER OF THE MECHANICAL AREA U.N.O. ALSO REFER TO FLOOR PLANS RELATED DETAILS ON DWGS.

8

PROVIDE LIQUID LATEX MEMBRANE LATICRETE" AND LIQUID LATEX ADDITIVE IN SETTING BED MIX/IN ALL WET AREAS (MECH. ROOMS, SHAFTS, ETC.) EXTEND LATEX MEMBRANE 150 MM ABOVE FLOOR FINISH U.N.O.

9

PROVIDE WATER PROOFING MEMBRANE OVER FOAM CONC. LAID TO SLOPE AT ALL EXTERIOR SURFACES OVER OCCUPIED SPACES. ALSO REFER FLOOR PLANS AND RELATED SECTIONS.

10 PROVIDE CONTROL JOINTS IN EXPOSED CONCRETE SCREED TOPPING AT 3000 MM CENTERS (MAX.) IN BOTH DIRECTIONS. CONTROL JOINTS LOCATION SHALL BE AS APPROVED BY ENGINEER 11 ALL SLABS TO RECEIVE WATERPROOFING MUST BE FLOODED (MIN.) 100MM DEEP WATER BED FOR 48 HRS. AFTER APPLICATION OF WATERPROOFING ALL LEAKS AND CRACKS THAT APPEAR DURING THE TEST AND RETEST UNTIL NO LEAKS APPEAR.

4.19

4.19

4.19

4.19

4.19

4.19

12 THE CONTRACTOR SHALL PREPARE AND SUBMIT FOR APPROVAL; A COMPLETE HARDWARE SCHEDULE (ON A DOOR BY DOOR BASIS) FOR ALL DOORS IN THE BUILDING. 13 AFTER APPROVAL OF ALL ACTUAL MATERIALS ON SITE THE CONTRACTOR SHALL PREPARE AND SUBMIT FOR APPROVAL A COMPLETE ROOM FINISH SCHEDULE (ON A ROOM BY ROOM AND WALL BY WALL BASIS). 14 ALL EXTERIOR WALL SHALL DE INSULATING BRICK WORK ,ALL INNER WALLS ARE LIGHT WEIGHT BLOCK EXCEPTION WET AREAS TO BE CEMENT BLOCK UP TO 1 m. HEIGHT. 2

0.86

0.86

0.86

0.86

0.86

0.86

15 THE GLASS U -VALVE = 0.23 btu / hr ft- f & SHADING COEFF = 0.26

Birkenhead Library and Civic Centre

SHEROUK ACADEMY Architecture Department Architectural: sec:3

Muhammed Mokbil Alshawy Drawing Title:

AR 10 Scale:

1_20

DIMS IN Meters

wall section Drawing No.:

1

Date : 16/3/2016


D SHEROUK ACADEMY Architecture Department

LVL 3tos+8.00 tf +7.48

GENERAL NOTES :

1

THESE DRAWINGS TO BE READ IN CONJUNCTION WITH AND COORDINATED WITH ALL RELEVANT STRUCTURAL, MECHANICAL AND ANY OTHER ARCHITECTURAL DRAWINGS ,SCHEDULES & ANY DISCREPANCIES BETWEEN INFORMATION OR ANY REQUIREMENTS IN SITE LAYOUT CONDITIONS TO BE IMMEDIATELY REPORTED TO THE ENGINEER. THE DRAWINGS DO NOT NECESSARILY INDICATE OR DESCRIBE ALL WORK REQUIRED FOR FULL PERFORMANCE AND COMPLETION OF THE REQUIREMENTS OF THE CONTRACT DOCUMENTS.

2

THE CONTRACTOR SHALL COORDINATE ALL MECHANICAL AREAS AND WALL SLEEVES AND SHAFTS AT CONCRETE SLABS AND WALLS WITH MECHANICAL, PLUMBING, FIRE PROTECTION, ELECTRICAL, STRUCTURAL AND ARCHITECTURAL DRAWINGS AND DISCREPANCIES, IF ANY, SHALL BE BROUGHT TO THE NOTICE OF THE ENGINEER PRIOR TO EXECUTION OF WORK.

3

ALL OPENINGS IN SLABS / WALLS SHALL BE SEALED OFF (FILLED) WITH NON COMBUSTIBLE MATERIALS TO MAINTAIN THE REQUIRED FIRE RATING CONTINUITY OF THE FLOOR / WALL

LVL 2tos+4.00 tf +3.48

40.00

ALL HOLES, INCLUDING THOSE FOR MECHANICAL AND ELECTRICAL FACILITIES WHICH ARE LOCATED AT FLOOR SLAB, PARTITIONS AND WALLS MUST BE FILLED WITH NONCOMBUSTIBLE MATERIALS. OPENINGS AROUND DUCTS, PIPES AND CONDUIT SHALL BE FILLED WITH NON-COMBUSTIBLE MATERIALS TO PROVIDE REQUIRED FIRE RATING AND SHALL BE SEALED AGAINST PASSAGE OF SMOKE AND FLAME. FILLER MATERIAL SHALL BE AS APPROVED BY K.F.B. 4

NOTES APPEARING ON VARIOUS DRAWINGS FOR DIFFERENT SYSTEMS AND MATERIALS ARE TO BE REVIEWED AND APPLIED TO RELATED DRAWINGS AND DETAILS.

5

ANY DETAILS, SYSTEMS, MATERIALS, I.E., ARCHITECTURAL, STRUCTURAL, MECHANICAL, ETC., WHICH THE CONTRACTOR PROPOSED TO CHANGE MUST BE REVIEWED BY THE ENGINEER AND THE CONTRACTOR PRIOR TO PREPARATION OF SHOP DRAWINGS.

6

THE CONTRACTOR SHALL SUBMIT SAMPLES AND SHOP DRAWINGS WITH ALL NECESSARY DETAILS AND DESIGN INFORMATION FOR APPROVAL PERIOR TO CONSTRUCTION.

7

PROVIDE MINIMUM 200 MM HIGH REINFORCED CONCRETE CURB AROUND THE ENTIRE PERIMETER OF THE MECHANICAL AREA U.N.O. ALSO REFER TO FLOOR PLANS RELATED DETAILS ON DWGS.

8

PROVIDE LIQUID LATEX MEMBRANE LATICRETE" AND LIQUID LATEX ADDITIVE IN SETTING BED MIX/IN ALL WET AREAS (MECH. ROOMS, SHAFTS, ETC.) EXTEND LATEX MEMBRANE 150 MM ABOVE FLOOR FINISH U.N.O.

9

PROVIDE WATER PROOFING MEMBRANE OVER FOAM CONC. LAID TO SLOPE AT ALL EXTERIOR SURFACES OVER OCCUPIED SPACES. ALSO REFER FLOOR PLANS AND RELATED SECTIONS.

10 PROVIDE CONTROL JOINTS IN EXPOSED CONCRETE SCREED TOPPING AT 3000 MM CENTERS (MAX.) IN BOTH DIRECTIONS. CONTROL JOINTS LOCATION SHALL BE AS APPROVED BY ENGINEER 11 ALL SLABS TO RECEIVE WATERPROOFING MUST BE FLOODED (MIN.) 100MM DEEP WATER BED FOR 48 HRS. AFTER APPLICATION OF WATERPROOFING ALL LEAKS AND CRACKS THAT APPEAR DURING THE TEST AND RETEST UNTIL NO LEAKS APPEAR. 12 THE CONTRACTOR SHALL PREPARE AND SUBMIT FOR APPROVAL; A COMPLETE HARDWARE SCHEDULE (ON A DOOR BY DOOR BASIS) FOR ALL DOORS IN THE BUILDING. 13 AFTER APPROVAL OF ALL ACTUAL MATERIALS ON SITE THE CONTRACTOR SHALL PREPARE AND SUBMIT FOR APPROVAL A COMPLETE ROOM FINISH SCHEDULE (ON A ROOM BY ROOM AND WALL BY WALL BASIS). 14 ALL EXTERIOR WALL SHALL DE INSULATING BRICK WORK ,ALL INNER WALLS ARE LIGHT WEIGHT BLOCK EXCEPTION WET AREAS TO BE CEMENT BLOCK UP TO 1 m. HEIGHT. 2

15 THE GLASS U -VALVE = 0.23 btu / hr ft- f & SHADING COEFF = 0.26

LVL 1 tos 0.00

Birkenhead Library and Civic Centre

tf -0.52

SHEROUK ACADEMY Architecture Department Architectural: sec:3

Muhammed Mokbil Alshawy Drawing Title:

AR 11 Scale:

1_20

DIMS IN Meters

wall section Drawing No.:

1

Date : 16/3/2016


A

SHEROUK ACADEMY Architecture Department

+8.00

LVL 3tos+8.00

7.48 1.05

LVL 3TOS+8.00

GENERAL NOTES :

tf +7.48

2

0.25

7.40

FFL+7.48

1

ANY DISCREPANCIES BETWEEN INFORMATION OR ANY REQUIREMENTS IN SITE LAYOUT CONDITIONS TO BE IMMEDIATELY REPORTED TO THE ENGINEER. THE DRAWINGS DO NOT NECESSARILY INDICATE OR DESCRIBE ALL WORK REQUIRED FOR FULL PERFORMANCE AND COMPLETION OF THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. 2

THE CONTRACTOR SHALL COORDINATE ALL MECHANICAL AREAS AND WALL SLEEVES AND SHAFTS AT CONCRETE SLABS AND WALLS WITH MECHANICAL, PLUMBING, FIRE PROTECTION, ELECTRICAL, STRUCTURAL AND ARCHITECTURAL DRAWINGS AND DISCREPANCIES, IF ANY, SHALL BE BROUGHT TO THE NOTICE OF THE ENGINEER PRIOR TO EXECUTION OF WORK.

3

ALL OPENINGS IN SLABS / WALLS SHALL BE SEALED OFF (FILLED) WITH NON COMBUSTIBLE MATERIALS TO MAINTAIN THE REQUIRED FIRE RATING CONTINUITY OF THE FLOOR / WALL

4

NOTES APPEARING ON VARIOUS DRAWINGS FOR DIFFERENT SYSTEMS AND MATERIALS ARE TO BE REVIEWED AND APPLIED TO RELATED DRAWINGS AND DETAILS.

5

ANY DETAILS, SYSTEMS, MATERIALS, I.E., ARCHITECTURAL, STRUCTURAL, MECHANICAL, ETC., WHICH THE CONTRACTOR PROPOSED TO CHANGE MUST BE REVIEWED BY THE ENGINEER AND THE CONTRACTOR PRIOR TO PREPARATION OF SHOP DRAWINGS.

6

THE CONTRACTOR SHALL SUBMIT SAMPLES AND SHOP DRAWINGS WITH ALL NECESSARY DETAILS AND DESIGN INFORMATION FOR APPROVAL PERIOR TO CONSTRUCTION.

7

PROVIDE MINIMUM 200 MM HIGH REINFORCED CONCRETE CURB AROUND THE ENTIRE PERIMETER OF THE MECHANICAL AREA U.N.O. ALSO REFER TO FLOOR PLANS RELATED DETAILS ON DWGS.

8

PROVIDE LIQUID LATEX MEMBRANE LATICRETE" AND LIQUID LATEX ADDITIVE IN SETTING BED MIX/IN ALL WET AREAS (MECH. ROOMS, SHAFTS, ETC.) EXTEND LATEX MEMBRANE 150 MM ABOVE FLOOR FINISH U.N.O.

9

PROVIDE WATER PROOFING MEMBRANE OVER FOAM CONC. LAID TO SLOPE AT ALL EXTERIOR SURFACES OVER OCCUPIED SPACES. ALSO REFER FLOOR PLANS AND RELATED SECTIONS.

3.50

0.25

3.50

ALL HOLES, INCLUDING THOSE FOR MECHANICAL AND ELECTRICAL FACILITIES WHICH ARE LOCATED AT FLOOR SLAB, PARTITIONS AND WALLS MUST BE FILLED WITH NONCOMBUSTIBLE MATERIALS. OPENINGS AROUND DUCTS, PIPES AND CONDUIT SHALL BE FILLED WITH NON-COMBUSTIBLE MATERIALS TO PROVIDE REQUIRED FIRE RATING AND SHALL BE SEALED AGAINST PASSAGE OF SMOKE AND FLAME. FILLER MATERIAL SHALL BE AS APPROVED BY K.F.B.

40.00

main alumium box for fixed beam with wall

FFL+3.48

tf +3.48

1

10 PROVIDE CONTROL JOINTS IN EXPOSED CONCRETE SCREED TOPPING AT 3000 MM CENTERS (MAX.) IN BOTH DIRECTIONS. CONTROL JOINTS LOCATION SHALL BE AS APPROVED BY ENGINEER 11 ALL SLABS TO RECEIVE WATERPROOFING MUST BE FLOODED (MIN.) 100MM DEEP WATER BED FOR 48 HRS. AFTER APPLICATION OF WATERPROOFING ALL LEAKS AND CRACKS THAT APPEAR DURING THE TEST AND RETEST UNTIL NO LEAKS APPEAR. 12 THE CONTRACTOR SHALL PREPARE AND SUBMIT FOR APPROVAL; A COMPLETE HARDWARE SCHEDULE (ON A DOOR BY DOOR BASIS) FOR ALL DOORS IN THE BUILDING. 13 AFTER APPROVAL OF ALL ACTUAL MATERIALS ON SITE THE CONTRACTOR SHALL PREPARE AND SUBMIT FOR APPROVAL A COMPLETE ROOM FINISH SCHEDULE (ON A ROOM BY ROOM AND WALL BY WALL BASIS). 3.50

secondary box for curtain box

LVL 2tos+4.00

3.50

bolts for fixed double aluminum box

0.25

+3.48 38.85

LVL 2 TOS+4.00

0.25

3.50

0.25

3

+4.00

THESE DRAWINGS TO BE READ IN CONJUNCTION WITH AND COORDINATED WITH ALL RELEVANT STRUCTURAL, MECHANICAL AND ANY OTHER ARCHITECTURAL DRAWINGS ,SCHEDULES &

14 ALL EXTERIOR WALL SHALL DE INSULATING BRICK WORK ,ALL INNER WALLS ARE LIGHT WEIGHT BLOCK EXCEPTION WET AREAS TO BE CEMENT BLOCK UP TO 1 m. HEIGHT. 2

0.25

3.50

0.25

15 THE GLASS U -VALVE = 0.23 btu / hr ft- f & SHADING COEFF = 0.26

3.50

aluminium box 100*80mm

6cm

-1.20

FFL -0.52

-1.75 1.35

LVL 1 TOS0.00

15cm

2.85 0.25

2cm

sengaby tiles glue material mortal aluminium box 100*80mm sand ord_concrete

LVL 1 tos 0.00

3.00

4cm

0.00

0.25

6mm pure glass

Birkenhead Library and Civic Centre

tf -0.52

SHEROUK ACADEMY Architecture Department Architectural: sec:3

Muhammed Mokbil Alshawy Drawing Title:

AR 12 Scale:

1_20

DIMS IN Meters

wall section Drawing No.:

1

Date : 16/3/2016


8

9 D SHEROUK ACADEMY Architecture Department +8.00

LVL 3tos +8.00

7.48

tf

tf

+7.48

+7.48

+8.00

2.25

LVL 3tos+8.00

0.95 4.75

GENERAL NOTES :

1

2

THE CONTRACTOR SHALL COORDINATE ALL MECHANICAL AREAS AND WALL SLEEVES AND SHAFTS AT CONCRETE SLABS AND WALLS WITH MECHANICAL, PLUMBING, FIRE PROTECTION, ELECTRICAL, STRUCTURAL AND ARCHITECTURAL DRAWINGS AND DISCREPANCIES, IF ANY, SHALL BE BROUGHT TO THE NOTICE OF THE ENGINEER PRIOR TO EXECUTION OF WORK.

3

ALL OPENINGS IN SLABS / WALLS SHALL BE SEALED OFF (FILLED) WITH NON COMBUSTIBLE MATERIALS TO MAINTAIN THE REQUIRED FIRE RATING CONTINUITY OF THE FLOOR / WALL

4.75

20.00

0.25

ANY DISCREPANCIES BETWEEN INFORMATION OR ANY REQUIREMENTS IN SITE LAYOUT CONDITIONS TO BE IMMEDIATELY REPORTED TO THE ENGINEER. THE DRAWINGS DO NOT NECESSARILY INDICATE OR DESCRIBE ALL WORK REQUIRED FOR FULL PERFORMANCE AND COMPLETION OF THE REQUIREMENTS OF THE CONTRACT DOCUMENTS.

ALL HOLES, INCLUDING THOSE FOR MECHANICAL AND ELECTRICAL FACILITIES WHICH ARE LOCATED AT FLOOR SLAB, PARTITIONS AND WALLS MUST BE FILLED WITH NONCOMBUSTIBLE MATERIALS. OPENINGS AROUND DUCTS, PIPES AND CONDUIT SHALL BE FILLED WITH NON-COMBUSTIBLE MATERIALS TO PROVIDE REQUIRED FIRE RATING AND SHALL BE SEALED AGAINST PASSAGE OF SMOKE AND FLAME. FILLER MATERIAL SHALL BE AS APPROVED BY K.F.B.

4.75

0.25

2

tf +3.48

NOTES APPEARING ON VARIOUS DRAWINGS FOR DIFFERENT SYSTEMS AND MATERIALS ARE TO BE REVIEWED AND APPLIED TO RELATED DRAWINGS AND DETAILS.

5

ANY DETAILS, SYSTEMS, MATERIALS, I.E., ARCHITECTURAL, STRUCTURAL, MECHANICAL, ETC., WHICH THE CONTRACTOR PROPOSED TO CHANGE MUST BE REVIEWED BY THE ENGINEER AND THE CONTRACTOR PRIOR TO PREPARATION OF SHOP DRAWINGS.

6

THE CONTRACTOR SHALL SUBMIT SAMPLES AND SHOP DRAWINGS WITH ALL NECESSARY DETAILS AND DESIGN INFORMATION FOR APPROVAL PERIOR TO CONSTRUCTION.

7

PROVIDE MINIMUM 200 MM HIGH REINFORCED CONCRETE CURB AROUND THE ENTIRE PERIMETER OF THE MECHANICAL AREA U.N.O. ALSO REFER TO FLOOR PLANS RELATED DETAILS ON DWGS.

8

PROVIDE LIQUID LATEX MEMBRANE LATICRETE" AND LIQUID LATEX ADDITIVE IN SETTING BED MIX/IN ALL WET AREAS (MECH. ROOMS, SHAFTS, ETC.) EXTEND LATEX MEMBRANE 150 MM ABOVE FLOOR FINISH U.N.O.

9

PROVIDE WATER PROOFING MEMBRANE OVER FOAM CONC. LAID TO SLOPE AT ALL EXTERIOR SURFACES OVER OCCUPIED SPACES. ALSO REFER FLOOR PLANS AND RELATED SECTIONS.

4.75

+4.00

0.25

1.00

+3.48

4

1

4.75

2.33

tf

LVL 2tos+4.00

40.00

LVL 2tos +4.00

+3.48

0.25

+4.00

+4.00

THESE DRAWINGS TO BE READ IN CONJUNCTION WITH AND COORDINATED WITH ALL RELEVANT STRUCTURAL, MECHANICAL AND ANY OTHER ARCHITECTURAL DRAWINGS ,SCHEDULES &

10 PROVIDE CONTROL JOINTS IN EXPOSED CONCRETE SCREED TOPPING AT 3000 MM CENTERS (MAX.) IN BOTH DIRECTIONS. CONTROL JOINTS LOCATION SHALL BE AS APPROVED BY ENGINEER 0.25

gypsium false celling

11 ALL SLABS TO RECEIVE WATERPROOFING MUST BE FLOODED (MIN.) 100MM DEEP WATER BED FOR 48 HRS. AFTER APPLICATION OF WATERPROOFING ALL LEAKS AND CRACKS THAT APPEAR DURING THE TEST AND RETEST UNTIL NO LEAKS APPEAR.

4.75

61.40

20.30

12 THE CONTRACTOR SHALL PREPARE AND SUBMIT FOR APPROVAL; A COMPLETE HARDWARE SCHEDULE (ON A DOOR BY DOOR BASIS) FOR ALL DOORS IN THE BUILDING.

0.25

13.32

13 AFTER APPROVAL OF ALL ACTUAL MATERIALS ON SITE THE CONTRACTOR SHALL PREPARE AND SUBMIT FOR APPROVAL A COMPLETE ROOM FINISH SCHEDULE (ON A ROOM BY ROOM AND WALL BY WALL BASIS). 14 ALL EXTERIOR WALL SHALL DE INSULATING BRICK WORK ,ALL INNER WALLS ARE LIGHT WEIGHT BLOCK EXCEPTION WET AREAS TO BE CEMENT BLOCK UP TO 1 m. HEIGHT. 2

6cm

0.00

15cm

4.75

+1.20

+0.44

1.35

+/-0.00

LVL 1 tos 0.00 tf

-0.52

0.25

2cm

sengaby tiles glue material mortal sand ord_concrete

2.50

4cm

15 THE GLASS U -VALVE = 0.23 btu / hr ft- f & SHADING COEFF = 0.26

LVL 1 tos 0.00 tf

-0.52

18.95

-1.30

19.75

Birkenhead Library and Civic Centre

SHEROUK ACADEMY Architecture Department

-4.00 -4.00

-4.28

LVL 0tos -4.00 tf

-4.28

Architectural: sec:3

Muhammed Mokbil Alshawy Drawing Title:

AR 13 Scale:

1_20

DIMS IN Meters

wall section Drawing No.:

1

Date : 16/3/2016


Soap Despenser

SHEROUK ACADEMY Architecture Department

Handles Mirror 5 mm thick

Hand Dryer

Marble Plate 6 mm thick Ceramic Tiles

(30*30)(cm)

Floor Drain

Light Key

D7

D7

D7

D7 White P.V.C. GENERAL NOTES :

1

Floor Drain

Binding Partation

White P.V.C.

Paper Holder

White P.V.C.

White P.V.C.

White P.V.C.

ANY DISCREPANCIES BETWEEN INFORMATION OR ANY REQUIREMENTS IN SITE LAYOUT CONDITIONS TO BE IMMEDIATELY REPORTED TO THE ENGINEER. THE DRAWINGS DO NOT NECESSARILY INDICATE OR DESCRIBE ALL WORK REQUIRED FOR FULL PERFORMANCE AND COMPLETION OF THE REQUIREMENTS OF THE CONTRACT DOCUMENTS.

Chromium Plated Chromium Plated

Chromium Plated

Chromium Plated

THESE DRAWINGS TO BE READ IN CONJUNCTION WITH AND COORDINATED WITH ALL RELEVANT STRUCTURAL, MECHANICAL AND ANY OTHER ARCHITECTURAL DRAWINGS ,SCHEDULES &

Basket

2

THE CONTRACTOR SHALL COORDINATE ALL MECHANICAL AREAS AND WALL SLEEVES AND SHAFTS AT CONCRETE SLABS AND WALLS WITH MECHANICAL, PLUMBING, FIRE PROTECTION, ELECTRICAL, STRUCTURAL AND ARCHITECTURAL DRAWINGS AND DISCREPANCIES, IF ANY, SHALL BE BROUGHT TO THE NOTICE OF THE ENGINEER PRIOR TO EXECUTION OF WORK.

3

ALL OPENINGS IN SLABS / WALLS SHALL BE SEALED OFF (FILLED) WITH NON COMBUSTIBLE MATERIALS TO MAINTAIN THE REQUIRED FIRE RATING CONTINUITY OF THE FLOOR / WALL ALL HOLES, INCLUDING THOSE FOR MECHANICAL AND ELECTRICAL FACILITIES WHICH ARE LOCATED AT FLOOR SLAB, PARTITIONS AND WALLS MUST BE FILLED WITH NONCOMBUSTIBLE MATERIALS. OPENINGS AROUND DUCTS, PIPES AND CONDUIT SHALL BE FILLED WITH NON-COMBUSTIBLE MATERIALS TO PROVIDE REQUIRED FIRE RATING AND SHALL BE SEALED AGAINST PASSAGE OF SMOKE AND FLAME. FILLER MATERIAL SHALL BE AS APPROVED BY K.F.B.

W3

W3

W3

W3

W3

W3

W3

sec.c-c

W3

1:20

4

NOTES APPEARING ON VARIOUS DRAWINGS FOR DIFFERENT SYSTEMS AND MATERIALS ARE TO BE REVIEWED AND APPLIED TO RELATED DRAWINGS AND DETAILS.

5

ANY DETAILS, SYSTEMS, MATERIALS, I.E., ARCHITECTURAL, STRUCTURAL, MECHANICAL, ETC., WHICH THE CONTRACTOR PROPOSED TO CHANGE MUST BE REVIEWED BY THE ENGINEER AND THE CONTRACTOR PRIOR TO PREPARATION OF SHOP DRAWINGS.

6

THE CONTRACTOR SHALL SUBMIT SAMPLES AND SHOP DRAWINGS WITH ALL NECESSARY DETAILS AND DESIGN INFORMATION FOR APPROVAL PERIOR TO CONSTRUCTION.

7

PROVIDE MINIMUM 200 MM HIGH REINFORCED CONCRETE CURB AROUND THE ENTIRE PERIMETER OF THE MECHANICAL AREA U.N.O. ALSO REFER TO FLOOR PLANS RELATED DETAILS ON DWGS.

8

PROVIDE LIQUID LATEX MEMBRANE LATICRETE" AND LIQUID LATEX ADDITIVE IN SETTING BED MIX/IN ALL WET AREAS (MECH. ROOMS, SHAFTS, ETC.) EXTEND LATEX MEMBRANE 150 MM ABOVE FLOOR FINISH U.N.O.

9

PROVIDE WATER PROOFING MEMBRANE OVER FOAM CONC. LAID TO SLOPE AT ALL EXTERIOR SURFACES OVER OCCUPIED SPACES. ALSO REFER FLOOR PLANS AND RELATED SECTIONS.

10 PROVIDE CONTROL JOINTS IN EXPOSED CONCRETE SCREED TOPPING AT 3000 MM CENTERS (MAX.) IN BOTH DIRECTIONS. CONTROL JOINTS LOCATION SHALL BE AS APPROVED BY ENGINEER 11 ALL SLABS TO RECEIVE WATERPROOFING MUST BE FLOODED (MIN.) 100MM DEEP WATER BED FOR 48 HRS. AFTER APPLICATION OF WATERPROOFING ALL LEAKS AND CRACKS THAT APPEAR DURING THE TEST AND RETEST UNTIL NO LEAKS APPEAR.

Basket

12 THE CONTRACTOR SHALL PREPARE AND SUBMIT FOR APPROVAL; A COMPLETE HARDWARE SCHEDULE (ON A DOOR BY DOOR BASIS) FOR ALL DOORS IN THE BUILDING.

Binding Partation

Floor Drain

13 AFTER APPROVAL OF ALL ACTUAL MATERIALS ON SITE THE CONTRACTOR SHALL PREPARE AND SUBMIT FOR APPROVAL A COMPLETE ROOM FINISH SCHEDULE (ON A ROOM BY ROOM AND WALL BY WALL BASIS).

Paper Holder

14 ALL EXTERIOR WALL SHALL DE INSULATING BRICK WORK ,ALL INNER WALLS ARE LIGHT WEIGHT BLOCK EXCEPTION WET AREAS TO BE CEMENT BLOCK UP TO 1 m. HEIGHT. 2

15 THE GLASS U -VALVE = 0.23 btu / hr ft- f & SHADING COEFF = 0.26

D7

D7

D7

D7 Light Key

Silver plated

Floor Drain Ceramic Tiles

Marble Plate 6 mm thick

(30*30)(cm)

Copper Bolt . Aloumenuom Plate 4 mm thick

Reflected Mirror (5mm th.)

Reflected Mirror (5mm th.)

Hand Dryer Marble Plate 6 mm thick Mirror 5 mm thick Soap Despenser

Handles

URINAL

Chromium Plated

Mirror 5 mm thick

Handles

Soap Dispenser

Birkenhead Library and Civic Centre Greenish Blue Corian .

Urin Bowl 72cm. Silver plated Handles

Bath Plan Looking Down 1:20

SHEROUK ACADEMY Architecture Department Architectural: sec:3

Muhammed Mokbil Alshawy Drawing Title:

AR 13

sec.b-b 1:20

1_20 DIMS IN Meters

wall section Drawing No.:

1

Date : 16/3/2016


SHEROUK ACADEMY Architecture Department

GENERAL NOTES :

1

THESE DRAWINGS TO BE READ IN CONJUNCTION WITH AND COORDINATED WITH ALL RELEVANT STRUCTURAL, MECHANICAL AND ANY OTHER ARCHITECTURAL DRAWINGS ,SCHEDULES & ANY DISCREPANCIES BETWEEN INFORMATION OR ANY REQUIREMENTS IN SITE LAYOUT CONDITIONS TO BE IMMEDIATELY REPORTED TO THE ENGINEER. THE DRAWINGS DO NOT NECESSARILY INDICATE OR DESCRIBE ALL WORK REQUIRED FOR FULL PERFORMANCE AND COMPLETION OF THE REQUIREMENTS OF THE CONTRACT DOCUMENTS.

2

THE CONTRACTOR SHALL COORDINATE ALL MECHANICAL AREAS AND WALL SLEEVES AND SHAFTS AT CONCRETE SLABS AND WALLS WITH MECHANICAL, PLUMBING, FIRE PROTECTION, ELECTRICAL, STRUCTURAL AND ARCHITECTURAL DRAWINGS AND DISCREPANCIES, IF ANY, SHALL BE BROUGHT TO THE NOTICE OF THE ENGINEER PRIOR TO EXECUTION OF WORK.

3

ALL OPENINGS IN SLABS / WALLS SHALL BE SEALED OFF (FILLED) WITH NON COMBUSTIBLE MATERIALS TO MAINTAIN THE REQUIRED FIRE RATING CONTINUITY OF THE FLOOR / WALL

Light Unit

ALL HOLES, INCLUDING THOSE FOR MECHANICAL AND ELECTRICAL FACILITIES WHICH ARE LOCATED AT FLOOR SLAB, PARTITIONS AND WALLS MUST BE FILLED WITH NONCOMBUSTIBLE MATERIALS. OPENINGS AROUND DUCTS, PIPES AND CONDUIT SHALL BE FILLED WITH NON-COMBUSTIBLE MATERIALS TO PROVIDE REQUIRED FIRE RATING AND SHALL BE SEALED AGAINST PASSAGE OF SMOKE AND FLAME. FILLER MATERIAL SHALL BE AS APPROVED BY K.F.B.

Aluminium Floor ceiling 60*60*6 cm

Reflected Mirror 5mm th.

Reflected Mirror 5mm th.

4

NOTES APPEARING ON VARIOUS DRAWINGS FOR DIFFERENT SYSTEMS AND MATERIALS ARE TO BE REVIEWED AND APPLIED TO RELATED DRAWINGS AND DETAILS.

5

ANY DETAILS, SYSTEMS, MATERIALS, I.E., ARCHITECTURAL, STRUCTURAL, MECHANICAL, ETC., WHICH THE CONTRACTOR PROPOSED TO CHANGE MUST BE REVIEWED BY THE ENGINEER AND THE CONTRACTOR PRIOR TO PREPARATION OF SHOP DRAWINGS.

6

THE CONTRACTOR SHALL SUBMIT SAMPLES AND SHOP DRAWINGS WITH ALL NECESSARY DETAILS AND DESIGN INFORMATION FOR APPROVAL PERIOR TO CONSTRUCTION.

7

PROVIDE MINIMUM 200 MM HIGH REINFORCED CONCRETE CURB AROUND THE ENTIRE PERIMETER OF THE MECHANICAL AREA U.N.O. ALSO REFER TO FLOOR PLANS RELATED DETAILS ON DWGS.

8

PROVIDE LIQUID LATEX MEMBRANE LATICRETE" AND LIQUID LATEX ADDITIVE IN SETTING BED MIX/IN ALL WET AREAS (MECH. ROOMS, SHAFTS, ETC.) EXTEND LATEX MEMBRANE 150 MM ABOVE FLOOR FINISH U.N.O.

9

PROVIDE WATER PROOFING MEMBRANE OVER FOAM CONC. LAID TO SLOPE AT ALL EXTERIOR SURFACES OVER OCCUPIED SPACES. ALSO REFER FLOOR PLANS AND RELATED SECTIONS.

10 PROVIDE CONTROL JOINTS IN EXPOSED CONCRETE SCREED TOPPING AT 3000 MM CENTERS (MAX.) IN BOTH DIRECTIONS. CONTROL JOINTS LOCATION SHALL BE AS APPROVED BY ENGINEER

Basin fixed under

Basin fixed under

Marble counter using Light Unit

Marble counter using

Metal clips supplied .

11 ALL SLABS TO RECEIVE WATERPROOFING MUST BE FLOODED (MIN.) 100MM DEEP WATER BED FOR 48 HRS. AFTER APPLICATION OF WATERPROOFING ALL LEAKS AND CRACKS THAT APPEAR DURING THE TEST AND RETEST UNTIL NO LEAKS APPEAR. 12 THE CONTRACTOR SHALL PREPARE AND SUBMIT FOR APPROVAL; A COMPLETE HARDWARE SCHEDULE (ON A DOOR BY DOOR BASIS) FOR ALL DOORS IN THE BUILDING.

Metal clips supplied . Hand Dryer .

Hand Dryer .

13 AFTER APPROVAL OF ALL ACTUAL MATERIALS ON SITE THE CONTRACTOR SHALL PREPARE AND SUBMIT FOR APPROVAL A COMPLETE ROOM FINISH SCHEDULE (ON A ROOM BY ROOM AND WALL BY WALL BASIS). 14 ALL EXTERIOR WALL SHALL DE INSULATING BRICK WORK ,ALL INNER WALLS ARE LIGHT WEIGHT BLOCK EXCEPTION WET AREAS TO BE CEMENT BLOCK UP TO 1 m. HEIGHT. 2

15 THE GLASS U -VALVE = 0.23 btu / hr ft- f & SHADING COEFF = 0.26

Paper Holder Whisper Blue

Paper Holder Whisper Blue

Light Unit Aluminium Floor ceiling 60*60*6 cm

Sanitary Bath Plan 1:20

Bath Plan Looking up 1:20

sec.a-a 1:20

Birkenhead Library and Civic Centre

SHEROUK ACADEMY Architecture Department Architectural: sec:3

Muhammed Mokbil Alshawy Drawing Title:

AR 13 1_20 DIMS IN Meters

wall section Drawing No.:

1

Date : 16/3/2016


SHEROUK ACADEMY Architecture Department 1

2

3

4

5

6

7

8

9

72.36

8.00

3.46

8.00

8.00

8.00

8.00

35.83

2.60

1.48

8.00

1.40

8.00

11.28

6.41

10.11

6.21

GENERAL NOTES :

1 0.80

0.80

0.80

0.80

0.80

0.71

0.80

0.80

0.80

0.80

0.80

0.80

0.80

0.80

0.80

0.80

0.80

0.80

0.80

0.80

0.80

0.80

0.80

0.80

0.80

0.80

0.80

0.80

0.80

0.80

0.80

0.80

0.80

0.80

0.80

0.80

0.80

0.80

0.80

0.80

0.80

0.80

0.80

0.74

23 22 21 20 19 18 17 16 15 14 13

11 10

.0

1.20

0.93

° .0 0

9 8

4 0.71

0.29

1

ALL OPENINGS IN SLABS / WALLS SHALL BE SEALED OFF (FILLED) WITH NON COMBUSTIBLE MATERIALS TO MAINTAIN THE REQUIRED FIRE RATING CONTINUITY OF THE FLOOR / WALL

5.41

DN

ALL HOLES, INCLUDING THOSE FOR MECHANICAL AND ELECTRICAL FACILITIES WHICH ARE LOCATED AT FLOOR SLAB, PARTITIONS AND WALLS MUST BE FILLED WITH NONCOMBUSTIBLE MATERIALS. OPENINGS AROUND DUCTS, PIPES AND CONDUIT SHALL BE FILLED WITH NON-COMBUSTIBLE MATERIALS TO PROVIDE REQUIRED FIRE RATING AND SHALL BE SEALED AGAINST PASSAGE OF SMOKE AND FLAME. FILLER MATERIAL SHALL BE AS APPROVED BY K.F.B.

0.600.030.60

0.03

1.23

8.00

0.58

0.92

1.23

1.46

0.60

0.66

0.03

0.600.030.60

0.37

0.37 0.030.600.030.60

0.57

0.39

0.22

0.35

1.23

0.29 0.80

0.89

0.68 0.03

0.600.030.60

0.31

0.61

0.80 0.29

0.61 0.600.030.60

1.19

1.19

0.42 1.49

2

2.61

0.22

1.03

3

3 0.600.030.600.030.600.030.600.030.600.030.600.030.600.030.600.030.600.030.600.030.600.030.600.030.600.030.600.030.600.030.600.030.600.030.60

2.51

0.59 0.45

26.03 6.86

0.54

6.86

18.46

4

NOTES APPEARING ON VARIOUS DRAWINGS FOR DIFFERENT SYSTEMS AND MATERIALS ARE TO BE REVIEWED AND APPLIED TO RELATED DRAWINGS AND DETAILS.

5

ANY DETAILS, SYSTEMS, MATERIALS, I.E., ARCHITECTURAL, STRUCTURAL, MECHANICAL, ETC., WHICH THE CONTRACTOR PROPOSED TO CHANGE MUST BE REVIEWED BY THE ENGINEER AND THE CONTRACTOR PRIOR TO PREPARATION OF SHOP DRAWINGS.

6

THE CONTRACTOR SHALL SUBMIT SAMPLES AND SHOP DRAWINGS WITH ALL NECESSARY DETAILS AND DESIGN INFORMATION FOR APPROVAL PERIOR TO CONSTRUCTION.

7

PROVIDE MINIMUM 200 MM HIGH REINFORCED CONCRETE CURB AROUND THE ENTIRE PERIMETER OF THE MECHANICAL AREA U.N.O. ALSO REFER TO FLOOR PLANS RELATED DETAILS ON DWGS.

8

PROVIDE LIQUID LATEX MEMBRANE LATICRETE" AND LIQUID LATEX ADDITIVE IN SETTING BED MIX/IN ALL WET AREAS (MECH. ROOMS, SHAFTS, ETC.) EXTEND LATEX MEMBRANE 150 MM ABOVE FLOOR FINISH U.N.O.

9

PROVIDE WATER PROOFING MEMBRANE OVER FOAM CONC. LAID TO SLOPE AT ALL EXTERIOR SURFACES OVER OCCUPIED SPACES. ALSO REFER FLOOR PLANS AND RELATED SECTIONS.

B 9.45

B

25.36

THE CONTRACTOR SHALL COORDINATE ALL MECHANICAL AREAS AND WALL SLEEVES AND SHAFTS AT CONCRETE SLABS AND WALLS WITH MECHANICAL, PLUMBING, FIRE PROTECTION, ELECTRICAL, STRUCTURAL AND ARCHITECTURAL DRAWINGS AND DISCREPANCIES, IF ANY, SHALL BE BROUGHT TO THE NOTICE OF THE ENGINEER PRIOR TO EXECUTION OF WORK.

A

5

0.35

0.600.030.600.030.600.030.600.030.600.030.60

90

3.50

3.98

0.34

1.00

C

1.10

1.10

1.17

C

2

1.107 6

0.600.030.600.030.600.030.60

8.00

12

90

1.23 1.15

A

ANY DISCREPANCIES BETWEEN INFORMATION OR ANY REQUIREMENTS IN SITE LAYOUT CONDITIONS TO BE IMMEDIATELY REPORTED TO THE ENGINEER. THE DRAWINGS DO NOT NECESSARILY INDICATE OR DESCRIBE ALL WORK REQUIRED FOR FULL PERFORMANCE AND COMPLETION OF THE REQUIREMENTS OF THE CONTRACT DOCUMENTS.

2.49

0.69

THESE DRAWINGS TO BE READ IN CONJUNCTION WITH AND COORDINATED WITH ALL RELEVANT STRUCTURAL, MECHANICAL AND ANY OTHER ARCHITECTURAL DRAWINGS ,SCHEDULES &

3.32

0.600.03 0.60

0.600.030.60

0.37 0.030.600.03 2.49

0.03

1.23

0.03

11 ALL SLABS TO RECEIVE WATERPROOFING MUST BE FLOODED (MIN.) 100MM DEEP WATER BED FOR 48 HRS. AFTER APPLICATION OF WATERPROOFING ALL LEAKS AND CRACKS THAT APPEAR DURING THE TEST AND RETEST UNTIL NO LEAKS APPEAR.

1.06

0.82

13 AFTER APPROVAL OF ALL ACTUAL MATERIALS ON SITE THE CONTRACTOR SHALL PREPARE AND SUBMIT FOR APPROVAL A COMPLETE ROOM FINISH SCHEDULE (ON A ROOM BY ROOM AND WALL BY WALL BASIS).

5.01

0.63

12 THE CONTRACTOR SHALL PREPARE AND SUBMIT FOR APPROVAL; A COMPLETE HARDWARE SCHEDULE (ON A DOOR BY DOOR BASIS) FOR ALL DOORS IN THE BUILDING.

8.00

2.49 0.600.03 0.93

0.03

14 ALL EXTERIOR WALL SHALL DE INSULATING BRICK WORK ,ALL INNER WALLS ARE LIGHT WEIGHT BLOCK EXCEPTION WET AREAS TO BE CEMENT BLOCK UP TO 1 m. HEIGHT.

0.84

0.84

2.49

2.49

0.87

0.030.600.030.60

0.84 0.030.600.030.600.03

1.35

0.03

0.84 0.030.600.030.600.030.600.030.60

8.00

G

2.49

0.600.030.600.030.600.030.600.030.60

2

7.8

10 PROVIDE CONTROL JOINTS IN EXPOSED CONCRETE SCREED TOPPING AT 3000 MM CENTERS (MAX.) IN BOTH DIRECTIONS. CONTROL JOINTS LOCATION SHALL BE AS APPROVED BY ENGINEER

D

D

9.09

0.81

7.50

54.66

2

15 THE GLASS U -VALVE = 0.23 btu / hr ft- f & SHADING COEFF = 0.26

0.29

F 8.00

8.00

8.00

8.00

8.00

8.00

8.00

6.41

72.35

1

2

3

4

5

6

7

8

9

Birkenhead Library and Civic Centre

SHEROUK ACADEMY Architecture Department Architectural: sec:3

Muhammed Mokbil Alshawy Drawing Title:

AR 13 Scale:

1_200

DIMS IN Meters

lookingup Drawing No.:

1

Date : 16/3/2016


SHEROUK ACADEMY Architecture Department

1

THESE DRAWINGS TO BE READ IN CONJUNCTION WITH AND COORDINATED WITH ALL RELEVANT STRUCTURAL, MECHANICAL AND ANY OTHER ARCHITECTURAL DRAWINGS ,SCHEDULES & ANY DISCREPANCIES BETWEEN INFORMATION OR ANY REQUIREMENTS IN SITE LAYOUT CONDITIONS TO BE IMMEDIATELY REPORTED TO THE ENGINEER. THE DRAWINGS DO NOT NECESSARILY INDICATE OR DESCRIBE ALL WORK REQUIRED FOR FULL PERFORMANCE AND COMPLETION OF THE REQUIREMENTS OF THE CONTRACT DOCUMENTS.

2

THE CONTRACTOR SHALL COORDINATE ALL MECHANICAL AREAS AND WALL SLEEVES AND SHAFTS AT CONCRETE SLABS AND WALLS WITH MECHANICAL, PLUMBING, FIRE PROTECTION, ELECTRICAL, STRUCTURAL AND ARCHITECTURAL DRAWINGS AND DISCREPANCIES, IF ANY, SHALL BE BROUGHT TO THE NOTICE OF THE ENGINEER PRIOR TO EXECUTION OF WORK.

3

ALL OPENINGS IN SLABS / WALLS SHALL BE SEALED OFF (FILLED) WITH NON COMBUSTIBLE MATERIALS TO MAINTAIN THE REQUIRED FIRE RATING CONTINUITY OF THE FLOOR / WALL ALL HOLES, INCLUDING THOSE FOR MECHANICAL AND ELECTRICAL FACILITIES WHICH ARE LOCATED AT FLOOR SLAB, PARTITIONS AND WALLS MUST BE FILLED WITH NONOPENINGS AROUND DUCTS, PIPES AND CONDUIT SHALL BE FILLED WITH NON-COMBUSTIBLE MATERIALS TO PROVIDE REQUIRED FIRE RATING AND SHALL BE SEALED AGAINST PASSAGE OF SMOKE AND FLAME. FILLER MATERIAL SHALL BE AS APPROVED BY K.F.B.

4

NOTES APPEARING ON VARIOUS DRAWINGS FOR DIFFERENT SYSTEMS AND MATERIALS ARE TO BE REVIEWED AND APPLIED TO RELATED DRAWINGS AND DETAILS.

5

ANY DETAILS, SYSTEMS, MATERIALS, I.E., ARCHITECTURAL, STRUCTURAL, MECHANICAL, ETC., WHICH THE CONTRACTOR PROPOSED TO CHANGE MUST BE REVIEWED BY THE ENGINEER AND THE CONTRACTOR PRIOR TO PREPARATION OF SHOP DRAWINGS.

6

THE CONTRACTOR SHALL SUBMIT SAMPLES AND SHOP DRAWINGS WITH ALL NECESSARY DETAILS AND DESIGN INFORMATION FOR APPROVAL PERIOR TO CONSTRUCTION.

7

PROVIDE MINIMUM 200 MM HIGH REINFORCED CONCRETE CURB AROUND THE ENTIRE PERIMETER OF THE MECHANICAL AREA U.N.O. ALSO REFER TO FLOOR PLANS RELATED DETAILS ON DWGS.

8

PROVIDE LIQUID LATEX MEMBRANE LATICRETE" AND LIQUID LATEX ADDITIVE IN SETTING BED MIX/IN ALL WET AREAS (MECH. ROOMS, SHAFTS, ETC.) EXTEND LATEX MEMBRANE 150 MM ABOVE

9

PROVIDE WATER PROOFING MEMBRANE OVER FOAM CONC. LAID TO SLOPE AT ALL EXTERIOR SURFACES OVER OCCUPIED SPACES. ALSO REFER FLOOR PLANS AND RELATED

10 PROVIDE CONTROL JOINTS IN EXPOSED CONCRETE SCREED TOPPING AT 3000 MM CENTERS (MAX.) IN BOTH DIRECTIONS. CONTROL JOINTS LOCATION SHALL BE AS APPROVED BY ENGINEER 11 ALL SLABS TO RECEIVE WATERPROOFING MUST BE FLOODED (MIN.) 100MM DEEP WATER BED FOR 48 HRS. AFTER APPLICATION OF WATERPROOFING ALL LEAKS AND CRACKS THAT APPEAR DURING THE TEST AND RETEST UNTIL NO LEAKS APPEAR. 12 THE CONTRACTOR SHALL PREPARE AND SUBMIT FOR APPROVAL; A COMPLETE HARDWARE SCHEDULE (ON A DOOR BY DOOR BASIS) FOR ALL DOORS IN THE BUILDING. 13 AFTER APPROVAL OF ALL ACTUAL MATERIALS ON SITE THE CONTRACTOR SHALL PREPARE AND SUBMIT FOR APPROVAL A COMPLETE ROOM FINISH SCHEDULE (ON A ROOM BY ROOM AND

14 ALL EXTERIOR WALL SHALL DE INSULATING BRICK WORK ,ALL INNER WALLS ARE LIGHT WEIGHT BLOCK EXCEPTION WET AREAS TO BE CEMENT BLOCK UP TO 1 m. HEIGHT. 15 THE GLASS U -VALVE = 0.23 btu / hr ft- f & SHADING COEFF = 0.26

Birkenhead Library and Civic Centre

SHEROUK ACADEMY Architecture Department sec:3

Muhammed Mokbil Alshawy

AR 14

stairs Drawing No.:

1

Date : 16/3/2016


ERS V U .LO

1.20

C ARE

ON

T ED N EC

1.15

0.40 0.40 0.20

2.46

2.86

2.90

SHEROUK ACADEMY Architecture Department

60

3.00

2.55

2.55

0.04

0.20

R LE

5 3.4 = H NGT

0.15

TE RAF

W M IN

0.20

3.05

2.75

1.76

14 W H C HI

BY

& GUE N TO

OVE O R G

GENERAL NOTES :

1

THESE DRAWINGS TO BE READ IN CONJUNCTION WITH AND COORDINATED WITH ALL RELEVANT STRUCTURAL, MECHANICAL AND ANY OTHER ARCHITECTURAL DRAWINGS ,SCHEDULES &

20

ANY DISCREPANCIES BETWEEN INFORMATION OR ANY REQUIREMENTS IN SITE LAYOUT CONDITIONS TO BE IMMEDIATELY REPORTED TO THE ENGINEER. THE DRAWINGS DO NOT NECESSARILY INDICATE OR DESCRIBE ALL WORK REQUIRED FOR FULL PERFORMANCE AND COMPLETION OF THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. 60

50

100

350

2

THE CONTRACTOR SHALL COORDINATE ALL MECHANICAL AREAS AND WALL SLEEVES AND SHAFTS AT CONCRETE SLABS AND WALLS WITH MECHANICAL, PLUMBING, FIRE PROTECTION, ELECTRICAL, STRUCTURAL AND ARCHITECTURAL DRAWINGS AND DISCREPANCIES, IF ANY, SHALL BE BROUGHT TO THE NOTICE OF THE ENGINEER PRIOR TO EXECUTION OF WORK.

3

ALL OPENINGS IN SLABS / WALLS SHALL BE SEALED OFF (FILLED) WITH NON COMBUSTIBLE MATERIALS TO MAINTAIN THE REQUIRED FIRE RATING CONTINUITY OF THE FLOOR / WALL

20

0m

m

mm

ALL HOLES, INCLUDING THOSE FOR MECHANICAL AND ELECTRICAL FACILITIES WHICH ARE LOCATED AT FLOOR SLAB, PARTITIONS AND WALLS MUST BE FILLED WITH NONCOMBUSTIBLE MATERIALS. OPENINGS AROUND DUCTS, PIPES AND CONDUIT SHALL BE FILLED WITH NON-COMBUSTIBLE MATERIALS TO PROVIDE REQUIRED FIRE RATING AND SHALL BE SEALED AGAINST PASSAGE OF SMOKE AND FLAME. FILLER MATERIAL SHALL BE AS APPROVED BY K.F.B. NOTES APPEARING ON VARIOUS DRAWINGS FOR DIFFERENT SYSTEMS AND MATERIALS ARE TO BE REVIEWED AND APPLIED TO RELATED DRAWINGS AND DETAILS.

5

ANY DETAILS, SYSTEMS, MATERIALS, I.E., ARCHITECTURAL, STRUCTURAL, MECHANICAL, ETC., WHICH THE CONTRACTOR PROPOSED TO CHANGE MUST BE REVIEWED BY THE ENGINEER AND THE CONTRACTOR PRIOR TO PREPARATION OF SHOP DRAWINGS.

6

THE CONTRACTOR SHALL SUBMIT SAMPLES AND SHOP DRAWINGS WITH ALL NECESSARY DETAILS AND DESIGN INFORMATION FOR APPROVAL PERIOR TO CONSTRUCTION.

7

PROVIDE MINIMUM 200 MM HIGH REINFORCED CONCRETE CURB AROUND THE ENTIRE PERIMETER OF THE MECHANICAL AREA U.N.O. ALSO REFER TO FLOOR PLANS RELATED DETAILS ON DWGS.

30

mm

4

70 mm

170 mm

375

SYMBOL

mm

20

200

10

75

Dimension

SECTIONS. 8 PROVIDE LIQUID LATEX MEMBRANE LATICRETE" AND LIQUID LATEX ADDITIVE IN SETTING BED MIX/IN ALL WET AREAS (MECH. ROOMS, SHAFTS, ETC.) EXTEND LATEX MEMBRANE 150 MM ABOVE FLOOR FINISH U.N.O.

200

135

Discreption

9

PROVIDE WATER PROOFING MEMBRANE OVER FOAM CONC. LAID TO SLOPE AT ALL EXTERIOR SURFACES OVER OCCUPIED SPACES. ALSO REFER FLOOR PLANS AND RELATED

10 PROVIDE CONTROL JOINTS IN EXPOSED CONCRETE SCREED TOPPING AT 3000 MM CENTERS (MAX.) IN BOTH DIRECTIONS. CONTROL JOINTS LOCATION SHALL BE AS APPROVED BY ENGINEER 11 ALL SLABS TO RECEIVE WATERPROOFING MUST BE FLOODED (MIN.) 100MM DEEP WATER BED FOR 48 HRS. AFTER APPLICATION OF WATERPROOFING ALL LEAKS AND CRACKS THAT APPEAR DURING THE TEST AND RETEST UNTIL NO LEAKS APPEAR. 12 THE CONTRACTOR SHALL PREPARE AND SUBMIT FOR APPROVAL; A COMPLETE HARDWARE SCHEDULE (ON A DOOR BY DOOR BASIS) FOR ALL DOORS IN THE BUILDING.

T2

13 AFTER APPROVAL OF ALL ACTUAL MATERIALS ON SITE THE CONTRACTOR SHALL PREPARE AND SUBMIT FOR APPROVAL A COMPLETE ROOM FINISH SCHEDULE (ON A ROOM BY ROOM AND WALL BY WALL BASIS).

8.7

14 ALL EXTERIOR WALL SHALL DE INSULATING BRICK WORK ,ALL INNER WALLS ARE LIGHT WEIGHT BLOCK EXCEPTION WET AREAS TO BE CEMENT BLOCK UP TO 1 m. HEIGHT.

7.8

8.6

2.5

2

15 THE GLASS U -VALVE = 0.23 btu / hr ft- f & SHADING COEFF = 0.26

2.5 2.5

45.9 2.5

16.5

73

.52°

2.5

2.5

2.5

2.5

2.5

4.1

Main Entrance

2.5

4.6

39.9

16.5

2.5

29.4

16.1

4.4

2.9

16.5

1.4

2.5

Security hut

4.5

19.6

3 164.

2.6

1.4

5.0 1°

7.7

7.4

2.4

1.4

2.5

Tif green truffs

2.5

3.9

2.4

1.4

4 2.

2.5

2.4

2.5

2.5

2.6

2.5

2.5

2.5

2.5

2.5

2.4

1.4

5.5

5.0

5.0

5.0

5.0

5.0

5.0

5.0

5.0

5.0

5.0

5.0

5.0

5.0

2.2

2.4

7.3

7.8 9.5

64.7

4.6

2.0

1.4

1.4

56.9

7.1

2.6

2.6

1.4 0°

20.7 4.6

2.6

5.3

2.5

0.6

Asphalt road

2.4

37.91°

2.4

37.91°

1.2

Security hut

2.0

90 .0

2.5

5.0

5.0

5.0

5.0

5.0

3. 2

2.6

2.4

2.5

2.5

2.6

2.4

5.0

1.6

0.6

Asphalt road

2.4

20.7 3.2

2.5

3.9

2.2

4.4

2.2

2.5

2.5

2.2

5.0

5.0

2.7

77.1

2.5

37.9

6 2.

2.2

2.5

5.0

5.8

4.5

2.2

4.6

3.3 16.5

2.5

5.0 2.5

8.0

4.1

2

2.

2.2

2.5

1.4

16.5

1.4

1.4

2.0

4.2 1.4

8.6 2.4

2

2.

4.4

7.2

7.4

4.5 1.9

1.9

2.4

5.5

6.3

2.0

1.4

90 .0

°

11.1

1.9

2.3 1.8

13.7

5.7

6.9

6.2

13.2

3

Tif green truffs

9

0.9

19.9

8.6

17.0

2.4

1.4

Glass 4x 4m

.30°

79

common interaction space

8.7

10.8

1.4

48.9

80

.03 °

4.1

2.1

.8

4.1

67

4.5

90.00°

°

3.7 5.5

2.5

17.5

4.1

00 0.

10

90 .0

2.0 4.1

8.3

2.5

1.4

2.0

80

.0

2.4

1.4

4.5

102.6 1°

28.6

80.03

°

4.2

1.6

12.2

1.7

7.3

1.

1.4

6.9

4.1

8° 91 .6

3.8

4.8

1.4

3.1

4.4

Tif green truffs

1.8

4 1.

4.1

4.5

66

1.4

.34

°

5.3

1.4

52.1

1.4

2.4

3

7.4

11

5.33

4.0

15.2

7.0

9.7

1.4

5.6

4.3

4.2 4.1

Tif green truffs

4.1

1.4

1.4

55.3

25.8

1.4

12.2

4.0

4.1

1.4

1.4

4.0

.5 52

4.2

4.3

Tif green truffs

1.4

28.5

2.2

1.4

Glass 4x 4m

4

.3 55

1.

4.5

common interaction space 74.4 12.0

4.2

Birkenhead Library and Civic Centre

1.4

Tif green truffs

1.4

4.0

12.0

Coloured o.c

52

.5

12.2

74.4

1.4

4.0

Tif green truffs

3

4.9

2.1

1.8

4.9

4.6

4.6

2.9

3

15.4

1.2

Coloured o.c

2.5

Tif green truffs Start point

3.5

3.2

4.9

1.9

4.9

5.3

8.8

8.7

8.8

6.4

4.3

6.2

2.3

5.0

2.5

4.7

5.0

2.4

4.4

5.1

2.5

2.5 2.5 2.5

5.0 2.5

0.3

2.5 6.0

2.5

2.5

2.5 5.0

2.5

0.6

5.0

1.4

5.8

4.6

10.7

14.9

4.6

20.5

14.9

4.6

14.9

2.8

1.5

14.9

Drawing Title:

1

30.3

3.

3.1

5.9

3.1

4.6

5.5

14.9

sec:3

3.1

11.4

1.5

0.6

Architectural: Muhammed Mokbil Alshawy

2.5 2.5

5.3

2.5

4.6

4.6

2.6

4.7

4.6

15.7

2.0

3.1

3.5

5.0

2.4

4.4

12.8

1

5.0

0.1

13.5

2. 0

0.3

0.3

2.5

13.1

2.5

2.8

3.

0.1

4.7

2.8

2.5

0.1

2.4

4.6

4 1.

3.1

5.0

5.0

0.3

Asphalt road

5.2

Asphalt road

2.7 34.8

1.4

4.8

28.3 3.7

2.6

4.1

2.7

4.2

32.0

2.8

6.7

2.4

6.3

1.4

2.4

4.2

8.0 31.6

3.1

5.0

2.5

12.6 15.3 4.7

2.8

3.6

2.8

1.0

.0 51

2.8

2.4

4.1

7.3

5.0

5.0

0.7

8.8

4.2

2.8

4.1

Tif green truffs

0.3

7.8

2.4

1.4

4.1 3.0

2.6

2.8

4.4

Asphalt road

15.7

2.5

4.4

15.5

9.4 27.7

Tif green truffs

1.4

2.5

0.3

14.2

Tif green truffs

1.4

2.0

Security hut

.2 27

51.4

38.8

4.9

5.7

2.0

5.5

4.9

5.6

1.9

2.4

Tif green truffs

3.1

5.3

1.4

2.5

4.5

1.6

1.4

.0

10

5

2.5

2.

2.5

2.5

2.5

2.4

43.8

4.4

3

1.4

SHEROUK ACADEMY Architecture Department

3.0

Tif green truffs

6.4

1.4

2.5

4.0

3.2

1.4

14.7

2.5

Coloured o.c

11.0

1.4

4.2 4.2

Tif green truffs

17.1

1.4

4.3

4.2

Tif green truffs

40.5

1.4

4.1

1.4

41.2

2.2

2.2

2.2

2.5

2.2

1.4

90.00°

2.2

2.2

4.2

4.1

5.9

5.7

5.4

39.6

14.9

12.1

)4-,6-,5(

AR 15 Scale:

1_200

DIMS IN Meters

layout details Drawing No.:

1

Date : 16/3/2016


100 mm MTL. CHANNEL

60 mm BATT INSUL.

CEILING

2,36

SEALANT 100 mm MTL. CHANNEL 7.5 mm SOUND DEADENING ALUMINIUM SHEET 3 mm

100 mm MTL. STUD 2

PLAN 1:5

0.90 0.05 0.03 0.90 0.03

2.68

0.11 0.92 1.37 0.29 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28 3.12

MASONRY WALL

SOLID CONCRETE COVER 20 MM CAVITY

PLAN 1:5

8*.12m

2

THE CONTRACTOR SHALL COORDINATE ALL MECHANICAL AREAS AND WALL SLEEVES AND SHAFTS AT CONCRETE SLABS AND WALLS WITH MECHANICAL, PLUMBING, FIRE PROTECTION, ELECTRICAL, STRUCTURAL AND ARCHITECTURAL DRAWINGS AND DISCREPANCIES, IF ANY, SHALL BE BROUGHT TO THE NOTICE OF THE ENGINEER PRIOR TO EXECUTION OF WORK.

3

ALL OPENINGS IN SLABS / WALLS SHALL BE SEALED OFF (FILLED) WITH NON COMBUSTIBLE MATERIALS TO MAINTAIN THE REQUIRED FIRE RATING CONTINUITY OF THE FLOOR / WALL

4.34

3.35

3.35

ALL HOLES, INCLUDING THOSE FOR MECHANICAL AND ELECTRICAL FACILITIES WHICH ARE LOCATED AT FLOOR SLAB, PARTITIONS AND WALLS MUST BE FILLED WITH NONOPENINGS AROUND DUCTS, PIPES AND CONDUIT SHALL BE FILLED WITH NON-COMBUSTIBLE MATERIALS TO PROVIDE REQUIRED FIRE RATING AND SHALL BE SEALED AGAINST PASSAGE OF SMOKE AND FLAME. FILLER MATERIAL SHALL BE AS APPROVED BY K.F.B.

VINYL BASE 100 mm MTL. CHANNEL SEALANT FLOOR

26 25 24 23 22 21 20 19 18 17 16 15

14 13 12 11 10 9 1.62

THESE DRAWINGS TO BE READ IN CONJUNCTION WITH AND COORDINATED WITH ALL RELEVANT STRUCTURAL, MECHANICAL AND ANY OTHER ARCHITECTURAL DRAWINGS ,SCHEDULES & ANY DISCREPANCIES BETWEEN INFORMATION OR ANY REQUIREMENTS IN SITE LAYOUT CONDITIONS TO BE IMMEDIATELY REPORTED TO THE ENGINEER. THE DRAWINGS DO NOT NECESSARILY INDICATE OR DESCRIBE ALL WORK REQUIRED FOR FULL PERFORMANCE AND COMPLETION OF THE REQUIREMENTS OF THE CONTRACT DOCUMENTS.

4.04

cladding Aluminum details

7.5 mm SOUND DEADENING

B

4.91

0.75

B

1

0.75 0.12

0.12 0.43 0.12 1.21

STEEL COLUMN

ALUMINIUM SHEET 3 mm

0.92

PLAN 1:5

2,3

0.92 1.21

3.35

0.10

2,49

100 mm MTL. STUD

2.86

0.66

60 mm BATT INSUL.

0.17

1.37

7.5 mm SOUND DEADENING

0.12

ALUMINIUM SHEET 3 mm

SHEROUK ACADEMY Architecture Department

60 mm BATT INSUL.

3

8

7

6

5

4

3

2

1

0.03

0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28 3.67

28*.14m

SEC. 1:5

4

NOTES APPEARING ON VARIOUS DRAWINGS FOR DIFFERENT SYSTEMS AND MATERIALS ARE TO BE REVIEWED AND APPLIED TO RELATED DRAWINGS AND DETAILS.

5

ANY DETAILS, SYSTEMS, MATERIALS, I.E., ARCHITECTURAL, STRUCTURAL, MECHANICAL, ETC., WHICH THE CONTRACTOR PROPOSED TO CHANGE MUST BE REVIEWED BY THE ENGINEER AND THE CONTRACTOR PRIOR TO PREPARATION OF SHOP DRAWINGS.

6

THE CONTRACTOR SHALL SUBMIT SAMPLES AND SHOP DRAWINGS WITH ALL NECESSARY DETAILS AND DESIGN INFORMATION FOR APPROVAL PERIOR TO CONSTRUCTION.

7

PROVIDE MINIMUM 200 MM HIGH REINFORCED CONCRETE CURB AROUND THE ENTIRE PERIMETER OF THE MECHANICAL AREA U.N.O. ALSO REFER TO FLOOR PLANS RELATED DETAILS ON DWGS.

8

PROVIDE LIQUID LATEX MEMBRANE LATICRETE" AND LIQUID LATEX ADDITIVE IN SETTING BED MIX/IN ALL WET AREAS (MECH. ROOMS, SHAFTS, ETC.) EXTEND LATEX MEMBRANE 150 MM ABOVE

9

PROVIDE WATER PROOFING MEMBRANE OVER FOAM CONC. LAID TO SLOPE AT ALL EXTERIOR SURFACES OVER OCCUPIED SPACES. ALSO REFER FLOOR PLANS AND RELATED

10 PROVIDE CONTROL JOINTS IN EXPOSED CONCRETE SCREED TOPPING AT 3000 MM CENTERS (MAX.) IN BOTH DIRECTIONS. CONTROL JOINTS LOCATION SHALL BE AS APPROVED BY ENGINEER 11 ALL SLABS TO RECEIVE WATERPROOFING MUST BE FLOODED (MIN.) 100MM DEEP WATER BED FOR 48 HRS. AFTER APPLICATION OF WATERPROOFING ALL LEAKS AND CRACKS THAT APPEAR DURING THE TEST AND RETEST UNTIL NO LEAKS APPEAR. 12 THE CONTRACTOR SHALL PREPARE AND SUBMIT FOR APPROVAL; A COMPLETE HARDWARE SCHEDULE (ON A DOOR BY DOOR BASIS) FOR ALL DOORS IN THE BUILDING.

30 MM Marbile CLADDING STAINLESS STEEL DOWEL PIN

4 MM SPACING

13 AFTER APPROVAL OF ALL ACTUAL MATERIALS ON SITE THE CONTRACTOR SHALL PREPARE AND SUBMIT FOR APPROVAL A COMPLETE ROOM FINISH SCHEDULE (ON A ROOM BY ROOM AND

2

3

14 ALL EXTERIOR WALL SHALL DE INSULATING BRICK WORK ,ALL INNER WALLS ARE LIGHT WEIGHT BLOCK EXCEPTION WET AREAS TO BE CEMENT BLOCK UP TO 1 m. HEIGHT.

STAINLESS STEEL BRACKET

15 THE GLASS U -VALVE = 0.23 btu / hr ft- f & SHADING COEFF = 0.26

PLAN

MTL. STUD

STEEL COLUMN MTL. STUD BATT INSUL. SOUND DEADENING

ALUMINIUM SHEET

STEEL MESHE REINFOCEMENT TO CONCRETE

SOLID CONCRETE COVER

Birkenhead Library and Civic Centre

SHEROUK ACADEMY Architecture Department sec:3

Muhammed Mokbil Alshawy

AR 16

walls details Drawing No.:

1

Date : 16/3/2016


SHEROUK ACADEMY Architecture Department

elevation 1

THESE DRAWINGS TO BE READ IN CONJUNCTION WITH AND COORDINATED WITH ALL RELEVANT STRUCTURAL, MECHANICAL AND ANY OTHER ARCHITECTURAL DRAWINGS ,SCHEDULES & ANY DISCREPANCIES BETWEEN INFORMATION OR ANY REQUIREMENTS IN SITE LAYOUT CONDITIONS TO BE IMMEDIATELY REPORTED TO THE ENGINEER. THE DRAWINGS DO NOT NECESSARILY INDICATE OR DESCRIBE ALL WORK REQUIRED FOR FULL PERFORMANCE AND COMPLETION OF THE REQUIREMENTS OF THE CONTRACT DOCUMENTS.

curtain wall Details

2

THE CONTRACTOR SHALL COORDINATE ALL MECHANICAL AREAS AND WALL SLEEVES AND SHAFTS AT CONCRETE SLABS AND WALLS WITH MECHANICAL, PLUMBING, FIRE PROTECTION, ELECTRICAL, STRUCTURAL AND ARCHITECTURAL DRAWINGS AND DISCREPANCIES, IF ANY, SHALL BE BROUGHT TO THE NOTICE OF THE ENGINEER PRIOR TO EXECUTION OF WORK.

3

ALL OPENINGS IN SLABS / WALLS SHALL BE SEALED OFF (FILLED) WITH NON COMBUSTIBLE MATERIALS TO MAINTAIN THE REQUIRED FIRE RATING CONTINUITY OF THE FLOOR / WALL

shereen mohammed abd el salam zaid

ALL HOLES, INCLUDING THOSE FOR MECHANICAL AND ELECTRICAL FACILITIES WHICH ARE LOCATED AT FLOOR SLAB, PARTITIONS AND WALLS MUST BE FILLED WITH NON-

sec : 3

OPENINGS AROUND DUCTS, PIPES AND CONDUIT SHALL BE FILLED WITH NON-COMBUSTIBLE MATERIALS TO PROVIDE REQUIRED FIRE RATING AND SHALL BE SEALED AGAINST PASSAGE OF SMOKE AND FLAME. FILLER MATERIAL SHALL BE AS APPROVED BY K.F.B.

Doors details

4

NOTES APPEARING ON VARIOUS DRAWINGS FOR DIFFERENT SYSTEMS AND MATERIALS ARE TO BE REVIEWED AND APPLIED TO RELATED DRAWINGS AND DETAILS.

5

ANY DETAILS, SYSTEMS, MATERIALS, I.E., ARCHITECTURAL, STRUCTURAL, MECHANICAL, ETC., WHICH THE CONTRACTOR PROPOSED TO CHANGE MUST BE REVIEWED BY THE ENGINEER AND THE CONTRACTOR PRIOR TO PREPARATION OF SHOP DRAWINGS.

6

THE CONTRACTOR SHALL SUBMIT SAMPLES AND SHOP DRAWINGS WITH ALL NECESSARY DETAILS AND DESIGN INFORMATION FOR APPROVAL PERIOR TO CONSTRUCTION.

7

PROVIDE MINIMUM 200 MM HIGH REINFORCED CONCRETE CURB AROUND THE ENTIRE PERIMETER OF THE MECHANICAL AREA U.N.O. ALSO REFER TO FLOOR PLANS RELATED DETAILS ON DWGS.

8

PROVIDE LIQUID LATEX MEMBRANE LATICRETE" AND LIQUID LATEX ADDITIVE IN SETTING BED MIX/IN ALL WET AREAS (MECH. ROOMS, SHAFTS, ETC.) EXTEND LATEX MEMBRANE 150 MM ABOVE

9

PROVIDE WATER PROOFING MEMBRANE OVER FOAM CONC. LAID TO SLOPE AT ALL EXTERIOR SURFACES OVER OCCUPIED SPACES. ALSO REFER FLOOR PLANS AND RELATED

10 PROVIDE CONTROL JOINTS IN EXPOSED CONCRETE SCREED TOPPING AT 3000 MM CENTERS (MAX.) IN BOTH DIRECTIONS. CONTROL JOINTS LOCATION SHALL BE AS APPROVED BY ENGINEER 11 ALL SLABS TO RECEIVE WATERPROOFING MUST BE FLOODED (MIN.) 100MM DEEP WATER BED FOR 48 HRS. AFTER APPLICATION OF WATERPROOFING ALL LEAKS AND CRACKS THAT APPEAR DURING THE TEST AND RETEST UNTIL NO LEAKS APPEAR. 12 THE CONTRACTOR SHALL PREPARE AND SUBMIT FOR APPROVAL; A COMPLETE HARDWARE SCHEDULE (ON A DOOR BY DOOR BASIS) FOR ALL DOORS IN THE BUILDING.

Detail Nu 1

13 AFTER APPROVAL OF ALL ACTUAL MATERIALS ON SITE THE CONTRACTOR SHALL PREPARE AND SUBMIT FOR APPROVAL A COMPLETE ROOM FINISH SCHEDULE (ON A ROOM BY ROOM AND

Detail Nu 1 14 ALL EXTERIOR WALL SHALL DE INSULATING BRICK WORK ,ALL INNER WALLS ARE LIGHT WEIGHT BLOCK EXCEPTION WET AREAS TO BE CEMENT BLOCK UP TO 1 m. HEIGHT. 15 THE GLASS U -VALVE = 0.23 btu / hr ft- f & SHADING COEFF = 0.26

ELEVATION

Sec

ELEVATION

Detail Nu 1

Detail Nu 3

Sec

Detail Nu 2

Plan

Birkenhead Library and Civic Centre

Detail Nu 1 Detail Nu 2

SHEROUK ACADEMY Architecture Department sec:3

Muhammed Mokbil Alshawy

AR 17

Plan

Detail Nu 3

Detail Nu 2

Detail Nu 2

doors details Drawing No.:

1

Date : 16/3/2016


Architecture portfolio | muhammed mokbil | 2016 school of architecture  

Architecture portfolio | muhammed mokbil alshawy | ------------------|2016 school of architecture |------------------------ Graduated 2015-2...

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