- Refer to comments on attached drawing
Transcript of - Refer to comments on attached drawing
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