It's not intended by the aforementioned response to constitute Engineer's Instruction for variation. In case the Contractor believes that this replyincludes variation affecting the Time for Completion or the Contract Price, the Contractor shall immediately notify the Engineer with the time & cost implications ,if any

Submittal for Approval

ITEM Description No. of Copies Contract Reference Documents Action Code NOTES Specs.No. DWG No.

1 Shop Drawing for BLOCK WORK FOR ROOF FLOOR PLAN of 

Special Villa#002  1    SD‐1505‐V002‐01 

Remarks: The Following Action Code Are Given to Item Submitted:

A Approved as Submitted

B Approved as Noted

C Revise & Resubmission Required.

Approval of Item Does not Relieve the Contractor from complying with

requirements of Contract documents Specifications and applicable

Codes.

Contractors Name:

Contractors Signature: Degla CFM: Author: ................................................ DeglaCFMProject Manager: .................................................

Section: Date: 25 / 09 / 2019 New Submittal Resubmittal To: New Giza DEGLA CFM New Giza Project (NH03A)

From:TALENCO (ENGINEERING & CONTRACTING)

Contractor: TALENCO (ENGINEERING & CONTRACTING)

Transmittal No:SD#1505 Previous Transmittal No. SD# Items to be submitted: Shop Dwg. Samples

Certificate ColoredBrochure

Special Villa Specification Sec No: ------------------------------------------------ Method Statement Calculation Sheet Special Villa# 002 Others Others

- Refer to comments on attached drawing

B

A02W x X

SILL----LintelCAST IN SITE & PRE CAST

Length x Depth x WidthLINTEL DIMENSIONS

SILL HEIGHT OF MASONRY OPENING

WIDTH x HEIGHT

* DIMENSION HEIGHT IS MEASURED FROM F.F.L

LINTEL

SILL

TYPE

DUCT and POWER RISER

CONCRETE

SOLID BLOCK

OPENING CONFLICT WITH

(DOOR&WINDOW&OPENING) SIZE

CODE DESCRIPTIONF.F.LT.O.W

FINISH FLOOR LEVEL

TOP OF WALL

T.O.RW TOP OF RETAINING WALL

T.O.SS TOP OF STRUCTURE SLABA10

A10

A10

B B

01

01

A

+7.55T.O.S.S

+7.55T.O.S.S

A

C C

D

T.O.S

D

E

+8.05

T.O.P+8.15

T.O.P+7.85

E

F F

G G

H H

J J

02

02

04

04

03

03

+7.55T.O.S.S

A10

+7.55T.O.S.S

+7.55T.O.S.S

+8.15

+7.55T.O.S.S

T.O.P

T.O.S

+7.85

+7.80T.O.S.S

+7.55T.O.S.S

+7.80T.O.S.S

T.O.P+8.15

T.O.P+8.15

T.O.S+7.85

T.O.S+7.85

T.O.S+7.85

+7.80T.O.S.S

T.O.S+8.15

T.O.S+7.90

T.O.S+8.35

T.O.S+8.35

+8.15T.O.S

T.O.S+7.85

T.O.P+7.85

+8.05T.O.S

2

500250

250

500

250

250 500

490500

650

250

500

250

2570

4220

1320250780 2730 300 1200 1240

1300

1120 1240

1060

3530 520

420

250 600

3820

1200

4450

4400

4450

600

300

3550

1209602804003250

1200

4400

2950

3250

120

660

120

1500

120

360

120

120360120 3400 120360120

3000

650

3820

36007300

4400

2750

2110

7800

2110

860590660

520

5500

1780

1440

1320780 250

600

3250

120

3010

120

660

1750

120

120

360

12360

10900

5280

420

4709110

32806002200300

600

2700

300

7100

3000

7100

3000

2730

958080

40

5560 120 1000 120 5560 120120

12600

3250

600

600

3600

5600

1

2500 43004300

2020

3025

750

3025

3300

3850

3580

920

4300 2500 4300

920

3580

3850

3300

3025

750

3025

2020

2197

0

13550

13550

2197

0

A10500 X 750SILLLintel

--1700

CAST IN SITEFROM T.O.SS

A10500 X 750SILLLintel

--1700

CAST IN SITEFROM T.O.SS

A10500 X 750SILLLintel

--1700

CAST IN SITEFROM T.O.SS

A10500 X 750SILLLintel

--1700

CAST IN SITEFROM T.O.SS

01DETAIL

CAVITY WALLFIXATION

+7.55T.O.SS

+8.15T.O.SS

SECTION 1

+7.55T.O.SS

+8.15T.O.SS

600

SECTION 2

600

600

600

600

600

600

CAVITY WALL FIXATION WITH COLUMN DETAIL

+4.151ST F.F.L

01DETAIL

MASONRY DETAIL02DETAIL

Edition Sheet SizeSerial no.

KEY PLAN

STAMP :

A0

R0

NEWGIZA FOR REAL ESTATE DEVELOPMENT

OWNER :

KM22 Cairo Alex Desert Road WEB SITE : WWW.NEWGIZA.COM

PROJECT REFERENCENEIGHBORHOOD NO. PROJECT CODE

GENERAL NOTES :-

EDITION0 20I VA0 3

2018

2018

V 2

V 3

V 3A

V 4

V5

V 6

V 7

V 7A

V 8

V 8 A

V 9

V10

V 10A

V 11

V 11 A

V 12

V 13

V 14

V 15

V 16

V 17

V 39

V 40

V 41

V 42

V 43

V 44

V 45

V 46

V 46 A

V 48

V 49

V 50

V 51

V 54

V 55

V 56

V 57

V 58

V 59

V 61 A

V 62

V 63

V 64

V 65

V 66

V 66A

V 67

V 68

V 69

V 70

V 1

V 95

V 96

V 97

V 98

V 99

V 100

V 74

V 75

V 76

V 77

V 78

V 79

V 80

V 81

V 82

V 83

V 84

V 85

V 86

V 87

V 88

V 89

V 90

V 91

V 92

V 93

V 94

Fv 43

Fv 44

Fv 45

Fv 46

Fv 47

Fv 48

Fv 37

Fv 38

Fv 39

Fv 40

Fv 41

Fv 42

Fv 27

Fv 26

Fv 25

Fv 28

Fv 29

Fv 30

Fv 31

Fv 32

Fv 33

Fv 34

Fv 35

Fv 36

Fv 24

Fv 23

Fv 22

Fv 15

Fv 16

Fv 17

Fv 18

Fv 19

Fv 20

Fv 21

Fv 8

Fv 9

Fv 10

Fv 11

Fv 12

Fv 13

Fv 14

Fv 1

Fv 2

Fv 3

Fv 4

Fv 5

Fv 6

Fv 7

V 31

V 32

V 33

V 34

V 35

V 35A

V 36

V 37

V 38

V 23

V 24

V 25

V 26

V 27

V 28

V 29

V 30

V 18

V 19

V 20

V 21

V 22

T

4

4

T

4

3

T

4

2

T

4

1

T

4

0

T

3

9

T

3

8

T

3

7

T

3

6

T

3

5

T

3

4

T

3

3

T

3

2

T

2

7

T

3

1

T30

T

2

9

T

2

8

T26

T25

T24

T23

T22

T21

T45

T50

T46

T47

T48

T49

T51

T56

T55

T54

T53

T52

T57

T58

T59

T60

T61

T62

T63

T

6

4

T65

T66

T

6

7

T68

T

1

4

T

1

3

T

1

2

T

1

1

T

1

0

T

9

T

8

T

7

T

6

T

5

T

4

T

3

T

2

T

1

T

1

5

T

1

6

T

1

7

T

1

8

T

1

9

T

2

0

J01

J02

J03

J04

J05

J06

J07

J08

V 73

V 72

V 71

V 53

V 52

V 60

V 61

V 47

V 2

V 3

V 1

WC

LAV

WC

LAV

SHO

WC

LAV1

WH

WH

WH

UP

UP

UP

UP

DN

PROJECT NAME :

CLIENT NAME :

PROJECT MANAGEMENT :

CONSTRUCTION & FACILITY MANAGEMENT

MAIN CONSULTANT :

Main Contractor

CONSULTANT:

ENGINEERING HOUSE OF EXPERTISE

ENGINEERING

CONTRACTINGAND

Series:ARCHITECTURE

Date:

BLOCK WORK FOR

ROOF FLOOR PLAN

Special Villa#02

Sep 2019

IVORYHILL-PLOT NO. 0002

SAMEH MOHAMED EL SHEIKH

SD-1505-V002-01

General Comments : - Coordination Between all disciplines is contractor responsibility. - All lintel near the column & haven't the enough overlap to be planted with steel in the column . - For the lintel height contractor should consider the course height to avoid problem in horizontal alignment - The minimum overlap for the lintel with the wall to be 15cm & increase with relative to the lintel height. - Any jamb Equal Or less than 9cm & beside Concrete column to be concrete jamb.

Action Code "B"Roof layers to be submitted in separate submittal with all required details