Kaizen_ Design Booklet by Rahul Nair

LIST OF DRAWINGS

PROJECT TITLE KAIZEN

PROJECT NUMBER Noir/RES/29/23

CLIENT DETAILS MrArjun

1 SETOUT DRAWINGS

1.1 AR - 102 GRID SET OUT

1.2 AR - 103 COLUMN SET OUT

1.3 AR - 104 FOOTING SET OUT

1.4 AR - 105

FOOTING SET OUT

1.5 AR - 106 BLOCK SET OUT

1.6 AR - 106 BUILDING SET OUT

2 FLOOR PLANS

2.1 AR - 107 GROUND FLOOR PLAN

2.2 AR - 108 FIRST FLOOR PLAN

2.3 AR - 109 TERRACE FLOOR PLAN

3 SECTION & ELEVATION

3.1 AR - 114

3.2 AR - 115

3.3 AR - 116

3.4 AR - 117

3. 5 AR - 118

SECTION - AA

SECTION - BB

SECTION - CC

SECTION - DD

SECTION - EE 2.6 AR - 119

3.1

3.3 AES-AN-1332-DWG-ST-003 PLINTH BEAM LAYOUT

3.4 AES-AN-1332-DWG-ST-004 SCHEDULE FOR PLINTH BEAM LAYOUT 3.5

3.6

Page no: 4

SI NO. DRAWING NO. DESCRIPTION TICK TO VERIFY

DRAWINGS

2.7 AR - 120 LEFT SIDE ELEVATION 2.8 AR - 121 BACK SIDE ELEVATION 2.9 AR - 122 RIGHT SIDE ELEVATION 10

FRONT ELEVATION

STRUCTURAL DRAWINGS

AES-AN-1332-DWG-ST-001 FOUNDATION 3.2 AES-AN-1332-DWG-ST-002 COLUMN LAYOUT

AES-AN-1332-DWG-ST-005 GROUND

FLOOR LINTEL LAYOUT

AES-AN-1332-DWG-ST-006

GROUND FLOOR SLAB AND BEAM

Page no: 6 A 1 2 3 4 5 6 7 B C D E F G H I J 290.1 226.6 151.1 153.4 111.5 118.8 210.3 339.8 262.4 80.5 175.8 92.4 116.5 202.6 235.8 123 107 16 1149.8 1026.8 323 75 118 255.6 182.3 80 1034 GRID SET OUT 1299.6 396.8 672.6 323.7 1386.3 1304 200.1 207.2 200.6 100.9 102.5 215.9 Project Titile _Noir/Residential/29/23| Kaizen GFC DRAWINGS | kaizen | Residential Project This property belongs to Noir. Client_Arjun Page no. 001 Notes :

All dimensions to be checked at site.

No dimensions to be scaled off from drawings only written dimensions to be followed.

In the event of any discrepancies of difference between any architectural drawings and or other engineering drawings or site conditions or otherwise,immediate reference is to be made to the architect for clarification prior to execution of work at site Scale Project No. Drawing Title Drawing No. Architect : Drawn : Checked and Approved Date: DD/MM/YY Approved Consultant Structural Consultant signature .................................................................... Approved Builder North signature .................................................................... INSTRUCTIIONS: Construction without authorized signatories shall not be approved 1:100 29 - 23 Grid Set out AR- 102 Rahul Nair DKR Prime Consultant Date 26/MAR/2024

Page no: 7 A 1 2 3 4 5 6 7 B C D E F G H J C2 C1 C1 C1 C1 C1 C4 C1 C1 C1 C1 C1 C1 C1 C1 C1 C3 C3 298.1 236.6 146.7 160.4 111.5 128.8 213.2 392.4 472.8 467 334.3 321.7 80.5 175.8 92.4 116.5 202.6 235.8 123 107 16 1149.8 323 75 118 255.6 182.3 80 1034 1026.8 10 10 15 10 10 9.9 10 10 5 10 10 10 10 SL. NO. C O L U M N S C H E D U L E COLUMN MARKING COLUMN SIZE 01. C1 20x40 02. C2 20x50 03. C3 20x20 NO. OF COLUMNS 14 01 02 TOTAL COLUMN 18 COMPOUND WALL 10 10 04. C4 20x30 01 COULUMN SET OUT 1299.6 396.8 672.6 323.7 1386.3 1304 34.8 Kaizen GFC DRAWINGS | kaizen | Residential Project This property belongs to Noir. Client_Arjun Page no. 002 Notes : · All dimensions to be checked at site. · No dimensions to be scaled off from drawings only written dimensions to be followed. · In the event of any discrepancies of difference between any architectural drawings and or other engineering drawings or site conditions or otherwise,immediate reference is to be made to the architect for clarification prior to execution of work at site Scale Project No. Drawing Title Drawing No. Architect : Drawn : Checked and Approved Date: DD/MM/YY Approved Consultant Structural Consultant signature .................................................................... Approved Builder North signature .................................................................... INSTRUCTIIONS: Construction without authorized signatories shall not be approved 29 - 23 Column Set out AR- 103 Rahul Nair DKR Prime Consultant Date Project Titile _Noir/Residential/29/23| 1:100 26/MAR/2024

Page no: 8 R R MASONRY WITH CM 1:6 R R MASONRY PCC 1:4:8 ST-00 C ST-00 D ST-00 C F1 F2 F1 F1 F2 F3 F2 F4 F2 F1 F1 F1 F1 F1 F1 F4 A 1 2 3 4 5 6 7 B C D E F G H J 80.5 175.8 92.4 116.5 202.6 235.8 123 107 16 1149.8 323 75 118 255.6 182.3 80 1034 1026.8 10 10 10 10 9.9 10 15 10 10 10 5 10 10 10 10 298.1 236.6 150.1 160.4 111.5 129.1 Boundary Wall 200 240 100 45 T10@12c/c FOOTING NO: FOOTING SIZE X Y DEPTH (D) REINFORCEMENT DETAIL OVERALL DEPTH (d) F O U N D A T I O N S C H E D U L E SL.NO. 01. F1 100 20 60 30 T10@15c/c 120 150 03. F3 04. F4 70 40 T10@15c/c 02. F2 150 200 70 40 T10@15c/c 120 250 FOOTING SET OUT 1299.6 396.8 672.6 323.7 1386.3 1304 34.8 Kaizen GFC DRAWINGS | kaizen | Residential Project This property belongs to Noir. Client_Arjun Page no. 003 Notes : · All dimensions to be checked at site. · No dimensions to be scaled off from drawings only written dimensions to be followed. · In the event of any discrepancies of difference between any architectural drawings and or other engineering drawings or site conditions or otherwise,immediate reference is to be made to the architect for clarification prior to execution of work at site Scale Project No. Drawing Title Drawing No. Architect : Drawn : Checked and Approved Date: DD/MM/YY Approved Consultant Structural Consultant signature .................................................................... Approved Builder North signature .................................................................... INSTRUCTIIONS: Construction without authorized signatories shall not be approved 29 - 23 Footing Set out AR- 104 Rahul Nair DKR Prime Consultant Date Project Titile _Noir/Residential/29/23| 1:100 26/MAR/2024

Page no: 9 PB7 20X60 PB4 20X60 PB5 20X60 PB10 20X60 PB12 20X60 PB13 20X60 PB14 20X60 PB17 20X60 PB16 20X60 PB15 20X60 PB9 20X60 PB18 20X60 PB20 20X60 PB19 20X60 PB21 20X60 PB22 20X60 PB25 20X60 PB26 20X60 PB28 20X60 PB29 20X60 PB30 20X60 PB31 20X60 PB32 20X60 PB33 20X60 PB11 20X60 PB8 20X60 PB23 20X60 PB24 20X60 Boundary Wall PB18A 20X60 PB1 20X60 PB2 20X60 PB27 20X60 PB3A 20X60 PB6 20X60 PB6A 20X60 R R MASONRY WITH CM 1:6 R R MASONRY PCC 1:4:8 236 20 20 189 20 418 20 20 303 20 429 20 239 20 303 20 173 20 418 20 60 176 20 248.3 20.0 96.5 20.0 183 162 103 318 91 60 365 161 924 974 F1 F2 F1 F1 F2 F3 F2 F4 F2 F1 F1 F1 F1 F1 F1 F4 C2 C1 C1 C1 C1 C1 C4 C1 C1 C1 C1 C1 C1 C1 C1 C1 C3 C3 PLINTH SET OUT Kaizen GFC DRAWINGS | kaizen | Residential Project This property belongs to Noir. Client_Arjun Page no. 003 Notes : · All dimensions to be checked at site. · No dimensions to be scaled off from drawings only written dimensions to be followed. · In the event of any discrepancies of difference between any architectural drawings and or other engineering drawings or site conditions or otherwise,immediate reference is to be made to the architect for clarification prior to execution of work at site Scale Project No. Drawing Title Drawing No. Architect : Drawn : Checked and Approved Date: DD/MM/YY Approved Consultant Structural Consultant signature .................................................................... Approved Builder North signature .................................................................... INSTRUCTIIONS: Construction without authorized signatories shall not be approved 29 - 23 Plinth Set out AR- 105 Rahul Nair DKR Prime Consultant Date Project Titile _Noir/Residential/29/23| 1:100 26/MAR/2024

Page no: 10 A 1 2 3 4 5 6 7 B C D E F G H J WELL P.DUCT P.DUCT 1 2 10 11 13 Slab Bottom ht @ 210 UP 200 SD 153.4 111.5 118.8 226.6 290.1 151.1 213 388.3 462.9 459.7 309.2 334.3 118.9 80.5 175.8 92.4 116.5 202.6 235.8 123 107 16 1149.8 323 75 118 255.6 182.3 80 1034 1026.8 C2 C1 C1 C1 C1 C1 C4 C1 C1 C1 C1 C1 C1 C1 C1 C1 C3 C3 209 193 771.6 448.6 347.2 BLOCK SET OUT 10 5 10 10 10 10 9.9 10 10 10 10 10 10 1299.6 396.8 672.6 323.7 1386.3 1304 34.8 Kaizen GFC DRAWINGS | kaizen | Residential Project This property belongs to Noir. Client_Arjun Page no. 003 Notes : · All dimensions to be checked at site. · No dimensions to be scaled off from drawings only written dimensions to be followed. · In the event of any discrepancies of difference between any architectural drawings and or other engineering drawings or site conditions or otherwise,immediate reference is to be made to the architect for clarification prior to execution of work at site Scale Project No. Drawing Title Drawing No. Architect : Drawn : Checked and Approved Date: DD/MM/YY Approved Consultant Structural Consultant signature .................................................................... Approved Builder North signature .................................................................... INSTRUCTIIONS: Construction without authorized signatories shall not be approved 29 - 23 Block set out AR- 106 Rahul Nair DKR Prime Consultant Date Project Titile _Noir/Residential/29/23| 1:100 26/MAR/2024

· In the event of any discrepancies of difference between any architectural drawings and or other engineering drawings or site conditions or otherwise,immediate reference is to be made to the architect for

Page no: 11 926.8 346 80.5 631 610.4 182.4 358.8 671.6 110 243 120 13 274 215.3 141.2 100.7 105.8 137.1 100 107.8 322.8 297.8 343.2 322.4 345.6 201.2 201.2 BUILDING SET OUT 1299.6 396.8 672.6 323.7 1386.3 1304 STAIR CANTILEVER Kaizen GFC DRAWINGS | kaizen | Residential Project This property belongs to Noir. Client_Arjun Page no. 003 Notes

All dimensions to be checked at site.

No dimensions to be scaled off from drawings only written dimensions to be followed.

execution

work at site Scale Project No. Drawing Title Drawing No. Architect : Drawn : Checked and Approved Date: DD/MM/YY Approved Consultant Structural Consultant signature .................................................................... Approved Builder North signature .................................................................... INSTRUCTIIONS: Construction without authorized signatories shall not be approved 29 - 23 Building Set out AR- 106a Rahul Nair DKR Prime Consultant Date Project Titile _Noir/Residential/29/23| 1:100 26/MAR/2024

clarification prior to

Page no: 12 A 1 2 3 4 5 6 7 B C D E F G H J KITCHEN 191 X 300 WORKING KITCHEN 238 X 300 TOILET 250 X 170 DRAWING CUM DINING 415 X 749 MASTER BED ROOM 362 X 415 RAMP ROAD GROUND FLOOR - 96.06 SQM (1033.61 SQFT ) FIRST FLOOR - 92.02 SQM 990.14 SQFT ) TERRACE FLOOR 24.63 SQM 265.02 SQFT) TOTAL AREA - 212.71 SQM (2280.76 SQFT GROUND FLOOR PLAN

WELL P.DUCT P.DUCT W/M ottoman chair GATE 201 Slab Bottom ht @ 210 UP 210 200 F/D 80 99 SD FG SW1 KW1 V1 D1 D1 D1 FD D2 A A B B D E E C C D 1 2 10 11 13 Project Titile _Noir/Residential/29/23| Kaizen GFC DRAWINGS | kaizen | Residential Project This property belongs to Noir. Client_Arjun Page no. 001 Notes : · All dimensions to be checked at site. · No dimensions to be scaled off from drawings only written dimensions to be followed. · In the event of any discrepancies of difference between any architectural drawings and or other engineering drawings or site conditions or otherwise,immediate reference is to be made to the architect for clarification prior to execution of work at site Scale Project No. Drawing Title Drawing No. Architect : Drawn : Checked and Approved Date: DD/MM/YY Approved Consultant Structural Consultant signature .................................................................... Approved Builder North signature .................................................................... INSTRUCTIIONS: Construction without authorized signatories shall not be approved 1:75 29 - 23 Ground Floor AR- 107 Rahul Nair DKR Prime Consultant Date 18/MAR/2024

RAMP ROAD

Page no: 13 BED ROOM 2 362 X 415 TOILET 250 X 170 BED ROOM 3 442 X 300 FAMILY LIVING 415 X 350 SEEN BELOW FIRST FLOOR PLAN TOILET 180 X 238 STUDY 223 X 236 P.DUCT P.DUCT OPEN TO SKY 13 11 UP 20 21 100 100 100 A 1 2 3 4 5 6 7 B C D E F G H J SD2 SD3 SW2 FW FW1 V1 V2 D2 D2 D1 D1 A A B B D E E C C D Kaizen GFC DRAWINGS | kaizen | Residential Project This property belongs to Noir. Client_Arjun Page no. 002 Notes :

All dimensions to be checked at site.

No dimensions to be scaled off from drawings only written dimensions to be followed.

In the event of any discrepancies of difference between any architectural drawings and or other engineering drawings or site conditions or otherwise,immediate reference is to be made to the architect for clarification prior to execution of work at site Scale Project No. Drawing Title Drawing No. Architect : Drawn : Checked and Approved Date: DD/MM/YY Approved Consultant Structural Consultant signature .................................................................... Approved Builder North signature .................................................................... INSTRUCTIIONS: Construction without authorized signatories shall not be approved 1:75 29 - 23 First Floor AR- 108 Rahul Nair DKR Prime Consultant Date Project Titile _Noir/Residential/29/23| 22/FEB/2024

Page no: 14 TERRACE FLOOR PLAN OPEN TERRACE DN 32 33 40 OPEN TO SKY W/M INCINERATOR 2 3 4 5 F G H I J A A B B D E E C C D FW1 D1 Kaizen GFC DRAWINGS | kaizen | Residential Project This property belongs to Noir. Client_Arjun Page no. 003 Notes :

All dimensions to be checked at site.

No dimensions to be scaled off from drawings only written dimensions to be followed.

In the event of any discrepancies of difference between any architectural drawings and or other engineering drawings or site conditions or otherwise,immediate reference is to be made to the architect for clarification prior to execution of work at site Scale Project No. Drawing Title Drawing No. Architect : Drawn : Checked and Approved Date: DD/MM/YY Approved Consultant Structural Consultant signature .................................................................... Approved Builder North signature .................................................................... INSTRUCTIIONS: Construction without authorized signatories shall not be approved 1:75 29 - 23 Terrace Floor AR- 109 Rahul Nair DKR Prime Consultant Date Project Titile _Noir/Residential/29/23| 22/FEB/2024

Page no: 15 A B C D E F G H J SD2 +60 CM LVL GROUND SSL +360CM LVL FIRST SSL +660CM LVL TERRACE SSL +920CM LVL STAIR CABIN SSL 60 300 300 260 920 FOUNDATION AS PER STR. DET. 20CM THK AAC BLOCK WORK COMPOUND WALL FIXED GLASS AS PER DET. HALF WALL AS PER DET. PARAPET AS PER DET. FABRICATION WORK AS PER DET. W/AREA KITCHEN BED ROOM 3 DINING STUDY SECTION - AA' SD FW Project Titile _Noir/Residential/29/23| Kaizen GFC DRAWINGS | kaizen | Residential Project This property belongs to Noir. Client_Arjun Page no. 001 Notes :

All dimensions to be checked at site.

No dimensions to be scaled off from drawings only written dimensions to be followed. · In the event of any discrepancies of difference between any architectural drawings and or other engineering drawings or site conditions or otherwise,immediate reference is to be made to the architect for clarification prior to execution of work at site Scale Project No. Drawing Title Drawing No. Architect : Drawn : Checked and Approved Date: DD/MM/YY Approved Consultant Structural Consultant signature .................................................................... Approved Builder North signature .................................................................... INSTRUCTIIONS: Construction without authorized signatories shall not be approved 1:75 29 - 23 Section - AA' AR- 114 Rahul Nair DKR Prime Consultant Date 18/MAR/2024

Page no: 16 A B C D E F G H I J +60 CM LVL GROUND SSL +360CM LVL FIRST SSL +660CM LVL TERRACE SSL +920CM LVL STAIR CABIN SSL 60 300 300 260 920 FOUNDATION AS PER STR. DET. 20CM THK AAC BLOCK WORK FABRICATION WORK AS PER DET. WINDOW AS PER DET. PARAPET AS PER DET. SECTION - BB' DRAWING MASTER BED ROOM BED ROOM 2 FAMILY LIVING STAIR STAIR CABIN SD3 SW2 SW1 Kaizen GFC DRAWINGS | kaizen | Residential Project This property belongs to Noir. Client_Arjun Page no. 002 Notes :

All dimensions to be checked at site.

No dimensions to be scaled off from drawings only written dimensions to be followed.

In the event of any discrepancies of difference between any architectural drawings and or other engineering drawings or site conditions or otherwise,immediate reference is to be made to the architect for clarification prior to execution of work at site Scale Project No. Drawing Title Drawing No. Architect : Drawn : Checked and Approved Date: DD/MM/YY Approved Consultant Structural Consultant signature .................................................................... Approved Builder North signature .................................................................... INSTRUCTIIONS: Construction without authorized signatories shall not be approved 1:75 29 - 23 Section - BB' AR- 115 Rahul Nair DKR Prime Consultant Date Project Titile _Noir/Residential/29/23| 18/MAR/2024

Page no: 17 1 2 3 4 5 6 7 +60 CM LVL GROUND SSL +360CM LVL FIRST SSL +660CM LVL TERRACE SSL +920CM LVL STAIR CABIN SSL 60 300 300 260 920 KITCHEN FOUNDATION AS PER STR. DET. 20CM THK AAC BLOCK WORK FABRICATION WORK AS PER DET. WINDOW AS PER DET. PARAPET AS PER DET. TOILET TOILET MASTER BED ROOM BED ROOM 2 BED ROOM 3 SECTION - CC' BLCY KW1 Kaizen GFC DRAWINGS | kaizen | Residential Project This property belongs to Noir. Client_Arjun Page no. 003 Notes :

All dimensions to be checked at site.

No dimensions to be scaled off from drawings only written dimensions to be followed.

In the event of any discrepancies of difference between any architectural drawings and or other engineering drawings or site conditions or otherwise,immediate reference is to be made to the architect for clarification prior to execution of work at site Scale Project No. Drawing Title Drawing No. Architect : Drawn : Checked and Approved Date: DD/MM/YY Approved Consultant Structural Consultant signature .................................................................... Approved Builder North signature .................................................................... INSTRUCTIIONS: Construction without authorized signatories shall not be approved 1:75 29 - 23 Section - CC' AR- 116 Rahul Nair DKR Prime Consultant Date Project Titile _Noir/Residential/29/23| 18/MAR/2024

Page no: 18 1 2 3 4 5 6 7 +60 CM LVL GROUND SSL +360CM LVL FIRST SSL +660CM LVL TERRACE SSL +920CM LVL STAIR CABIN SSL 60 300 300 260 920 FOUNDATION AS PER STR. DET. 20CM THK AAC BLOCK WORK FABRICATION WORK AS PER DET. FRONT DOOR AS PER DET. PARAPET AS PER DET. PIPE DUCT AS PER DET. DINING DRAWING FOYER FAMILY LIVING TOILET 135 SIDE ROAD SECTION - DD' FG FD Kaizen GFC DRAWINGS | kaizen | Residential Project This property belongs to Noir. Client_Arjun Page no. 003 Notes :

All dimensions to be checked at site.

No dimensions to be scaled off from drawings only written dimensions to be followed.

In the event of any discrepancies of difference between any architectural drawings and or other engineering drawings or site conditions or otherwise,immediate reference is to be made to the architect for clarification prior to execution of work at site Scale Project No. Drawing Title Drawing No. Architect : Drawn : Checked and Approved Date: DD/MM/YY Approved Consultant Structural Consultant signature .................................................................... Approved Builder North signature .................................................................... INSTRUCTIIONS: Construction without authorized signatories shall not be approved 1:75 29 - 23 Section- DD' AR- 117 Rahul Nair DKR Prime Consultant Date Project Titile _Noir/Residential/29/23| 18/MAR/2024

Page no: 19 28.00 STAIR ROOM STAIR ROOM STUDY CABIN 1 13 20 21 32 40 +60 CM LVL GROUND SSL +360CM LVL FIRST SSL +660CM LVL TERRACE SSL +920CM LVL STAIR CABIN SSL 60 300 300 260 920 FOUNDATION AS PER STR. DET. 20CM THK AAC BLOCK WORK FABRICATION WORK AS PER DET. FIXED GLASS AS PER DET. PARAPET AS PER DET. 135 SIDE ROAD 1 2 3 4 5 6 7 SECTION - EE' FW1 Kaizen GFC DRAWINGS | kaizen | Residential Project This property belongs to Noir. Client_Arjun Page no. 003 Notes :

All dimensions to be checked at site.

No dimensions to be scaled off from drawings only written dimensions to be followed.

In the event of any discrepancies of difference between any architectural drawings and or other engineering drawings or site conditions or otherwise,immediate reference is to be made to the architect for clarification prior to execution of work at site Scale Project No. Drawing Title Drawing No. Architect : Drawn : Checked and Approved Date: DD/MM/YY Approved Consultant Structural Consultant signature .................................................................... Approved Builder North signature .................................................................... INSTRUCTIIONS: Construction without authorized signatories shall not be approved 1:75 29 - 23 Section - EE' AR- 118 Rahul Nair DKR Prime Consultant Date Project Titile _Noir/Residential/29/23| 18/MAR/2024

Page no: 20

CM LVL GROUND SSL +360CM LVL FIRST SSL +660CM LVL TERRACE SSL

LVL STAIR CABIN SSL 60 300 300 260 920 FRONT ELEVATION Project Titile _Noir/Residential/29/23| Kaizen GFC DRAWINGS | kaizen | Residential Project This property belongs to Noir. Client_Arjun Page no. 001 Notes :

+60

+920CM

All dimensions to be checked at site.

No dimensions to be scaled off from drawings only written dimensions to be followed.

In the event of any discrepancies of difference between any architectural drawings and or other engineering

or site conditions or otherwise,immediate reference

to be made to the architect for clarification prior to execution of work at site Scale Project No. Drawing Title Drawing No. Architect : Drawn : Checked and Approved Date: DD/MM/YY Approved Consultant Structural Consultant signature .................................................................... Approved Builder North signature .................................................................... INSTRUCTIIONS: Construction without authorized signatories shall not be approved 1:75 29 - 23 Front Elevation AR- 119 Rahul Nair DKR Prime Consultant Date 18/MAR/2024

drawings

Page no: 21 +60 CM LVL GROUND SSL +360CM LVL FIRST SSL +660CM LVL TERRACE SSL

LVL STAIR CABIN SSL

300 300 260 920 LEFT SIDE ELEVATION Kaizen GFC DRAWINGS | kaizen | Residential Project This property belongs to Noir. Client_Arjun Page no. 002 Notes :

+920CM

All dimensions to be checked at site.

No dimensions to be scaled off from drawings only written dimensions to be followed.

In the event of any discrepancies of difference between any architectural drawings and or other engineering drawings or site conditions or otherwise,immediate reference is to be made to the architect for clarification prior to execution of work at site Scale Project No. Drawing Title Drawing No. Architect : Drawn : Checked and Approved Date: DD/MM/YY Approved Consultant Structural Consultant signature .................................................................... Approved Builder North signature .................................................................... INSTRUCTIIONS: Construction without authorized signatories shall not be approved 1:75 29 - 23 Left Side Elevation AR- 120 Rahul Nair DKR Prime Consultant Date Project Titile _Noir/Residential/29/23| 18/MAR/2024

Page no: 22 +60 CM LVL GROUND SSL +360CM LVL FIRST SSL +660CM LVL TERRACE SSL +920CM LVL STAIR CABIN SSL 60 300 300 260 920 REAR SIDE ELEVATION Kaizen GFC DRAWINGS | kaizen | Residential Project This property belongs to Noir. Client_Arjun Page no. 003 Notes :

All dimensions to be checked at site.

No dimensions to be scaled off from drawings only written dimensions to be followed.

In the event of any discrepancies of difference between any architectural drawings and or other engineering drawings or site conditions or otherwise,immediate reference is to be made to the architect for clarification prior to execution of work at site Scale Project No. Drawing Title Drawing No. Architect : Drawn : Checked and Approved Date: DD/MM/YY Approved Consultant Structural Consultant signature .................................................................... Approved Builder North signature .................................................................... INSTRUCTIIONS: Construction without authorized signatories shall not be approved 1:75 29 - 23 Rear Side Elevation AR- 121 Rahul Nair DKR Prime Consultant Date Project Titile _Noir/Residential/29/23| 18/MAR/2024

Page no: 23 SD2 +60 CM LVL GROUND SSL +360CM LVL FIRST SSL +660CM LVL TERRACE SSL +920CM LVL STAIR CABIN SSL 60 300 300 260 920 RIGHT SIDE ELEVATION SD Kaizen GFC DRAWINGS | kaizen | Residential Project This property belongs to Noir. Client_Arjun Page no. 003 Notes :

All dimensions to be checked at site.

No dimensions to be scaled off from drawings only written dimensions to be followed.

In the event of any discrepancies of difference between any architectural drawings and or other engineering drawings or site conditions or otherwise,immediate reference is to be made to the architect for clarification prior to execution of work at site Scale Project No. Drawing Title Drawing No. Architect : Drawn : Checked and Approved Date: DD/MM/YY Approved Consultant Structural Consultant signature .................................................................... Approved Builder North signature .................................................................... INSTRUCTIIONS: Construction without authorized signatories shall not be approved 1:75 29 - 23 Right Side Elevation AR- 122 Rahul Nair DKR Prime Consultant Date Project Titile _Noir/Residential/29/23| 18/MAR/2024

1. USE M25 GRADE OF CONCRETE BASED ON MIX DESIGN WITH MAXIMUM W/C RATIO OF 0.5 AND MINIMUM

CEMENT CONTENT OF 300 KG/M³.

2. CLEAR COVER TO ANY REINFORCEMENT IN FOOTING

50MM PLINTH BEAM - 50MM,COLUMN 40MM,BEAM25MM,SLAB - 20MM

3. T DENOTES FE 500 STEEL CONFORMING TO IS 1786-1985.

4. USE 53/43 GRADE ORDINARY PORTLAND CEMENT CONFORMING TO IS 1489.

5. THIS DRAWING SHALL BE READ IN CONJUNCTION WITH OTHER RELEVANT

ARCHITECTURAL,STRUCTURAL,DRAWINGS OF ALL

SECTIONS OF THE SPECIFICATIONS.

6. LAP LENGTH - 47xbar dia

7. ONLY WRITTEN DIMENSIONS ARE TO BE FOLLOWED

8. DEVELOPMENT LENGTH 48xbar dia

9. EXECUTION OF DRAWINGS AT SITE IS THE RESPONSIBILITY OF THE OWNER/CONTRACTOR OR THEIR ASSIGNEES AND STRUCTURAL CONSULTANTS ARE NOT RESPONSIBLE FOR ANY ALTERATION, DEFECTS (BOTH IN MATERIAL AND CONSTRUCTION METHODOLOGY) AND ACCIDENTS AT SITE EXCEPT FOR ANY FAULT IN THE STRUCTURAL DESIGN AS REPRESENTED IN THIS DRAWING.

10. LIGHT WEIGHT AAC BRICKS ARE CONSIDERED FOR DESIGN.

11. ALL DIMENSIONS ARE IN CM & LEVELS IN METERS

12. BUILDING IS DESIGNED FOR G+2

FOR COMMENTS

FOR ESTIMATION

FOR CONSTRUCTION

PROJECT

ARCHITECT

RESIDENTIAL BUILDING

CLIENT NOIR ARCHITECTS

Mr. ARJUN

TITLE

FOUNDATION LAYOUT

AV AS CHECKED BY

AR DRAWN BY

DATE

06.03.2024

AES-AN-1332-DWG-ST-001

1:100 SCALE :-

D REVISION

Page no: 24 A B C D E F G H J 1 2 3 4 5 6 7 82 176 92 117 203 236 123 107 16 1151 78 184 256 118 75 323 1034 100 45 T10@12c/c FOOTING NO: FOOTING SIZE X Y DEPTH (D) REINFORCEMENT DETAIL OVERALL DEPTH (d) F O U N D A T O N S C H E D U L E SL.NO. 01. F1 100 20 FOOTING LAYOUT SCALE - 1:100 Boundary Wall 60 30 T10@15c/c 120 150 03. F3 04. F4 70 40 T10@15c/c 02. F2 150 200 70 40 T10@15c/c 120 250 R R MASONRY WITH CM 1:6 R R MASONRY PCC 1:4:8 ST-00 C ST-00 D 10 10 10 10 TYPICAL DETAIL OF COLUMN FOOTING COLUMN 10 10 SCALE-1:25 GROUND LVL ±0.00 UP TO HARD STRATA d D 10 10 P C C 1:4:8 GROUND FL.LVL PLINTH BEAM 30 (TYP.) COLUMN 10 ST-000 A SECTION - A SCALE-1:25 ST-00 C F1 F2 F1 F1 F2 F3 F2 F4 F2 F1 F1 F1 F1 F1 F1 F4 10 60 15 45 10 15 45 60 R R MASONRY P C C 1:4:8 R R MASONRY WITH CM 1:6 T8@150c/c WALL GROUND LVL ±0.00 6-T8 GR.FLOOR REFER ARCH PLAN 10 60 7.5 45 10 15 45 60 R R MASONRY P C C 1:4:8 R R MASONRY WITH CM 1:6 T8@150c/c GROUND LVL ±0.00 6-T8 GR.FLOOR REFER ARCH PLAN WALL SECTION - C SCALE-1:25 SECTION - D SCALE-1:25 ADVANCED ENGINEERING SOLUTIONS, 31/673-A,SA ROAD,VYTTILA, KOCHI, PIN 682019

A2-SHEET

1. USE M25 GRADE OF CONCRETE BASED ON MIX DESIGN WITH MAXIMUM W/C RATIO OF 0.5 AND MINIMUM CEMENT CONTENT OF 300 KG/M³.

2. CLEAR COVER TO ANY REINFORCEMENT IN FOOTING50MM , PLINTH BEAM - 50MM,COLUMN 40MM,BEAM25MM,SLAB - 20MM

3. T DENOTES FE 500 STEEL CONFORMING TO IS 1786-1985.

4. USE 53/43 GRADE ORDINARY PORTLAND CEMENT CONFORMING TO IS 1489.

5. THIS DRAWING SHALL BE READ IN CONJUNCTION WITH OTHER RELEVANT

ARCHITECTURAL,STRUCTURAL,DRAWINGS OF ALL

SECTIONS OF THE SPECIFICATIONS.

6. LAP LENGTH - 47xbar dia

7. ONLY WRITTEN DIMENSIONS ARE TO BE FOLLOWED

8. DEVELOPMENT LENGTH 48xbar dia

10. LIGHT WEIGHT AAC BRICKS ARE CONSIDERED FOR DESIGN.

11. ALL DIMENSIONS ARE IN CM & LEVELS IN METERS

12. BUILDING IS DESIGNED FOR G+2

COMMENTS

ARCHITECT

CLIENT NOIR ARCHITECTS

TITLE

AS CHECKED BY

AR DRAWN BY

Page no: 25 SL. NO. C O L U M N S C H E D U L E COLUMN MARKING COLUMN SIZE CONFINEMENT REINF: TIES HEIGHT OF CONFINEMENT REINF: (L) COLUMNS VERTICAL CROSS SECTION TIES PROFILE T8@15c/c T8@7.5c/c 80 01. 20x40 02. C2 T8@15c/c T8@7.5c/c 80 8-T16 6-T16 COLUMN LAYOUT SCALE - 1:100 L T8@10c/c SPECIAL CONFINEMENT REINFORCEMENT SPECIAL CONFINEMENT REINFORCEMENT H/4 H/4 LAPPING (50 %) SHOULD BE DONE ONLY IN THIS LENGTH L H/2 TIES TIES 30 A B TYPICAL LONGITUDINAL SECTION OF COLUMN 30 SPECIAL CONFINEMENT REINFORCEMENT TIES DETAIL B 10Ø DETAIL A 10Ø SPECIAL CONFINEMENT REINFORCEMENT H C1 20x50 C2 C1 C1 C1 C1 C1 C4 C1 C1 C1 C1 C1 C1 C1 C1 C1 BOUNDARY WALL A B C D E F G H I J 1 2 3 4 5 6 7 82 176 92 117 203 236 123 107 16 1151 78 184 256 118 75 323 1034 C3 C3 10 10 10 10 10 5 10 10 10 10 15 10 10 10 10 119 82 03. C3 T8@15c/c T8@7.5c/c 80 20x20 4-T12 04. C4 T8@15c/c T8@7.5c/c 80 20x30 4-T12 ADVANCED ENGINEERING SOLUTIONS, 31/673-A,SA ROAD,VYTTILA, KOCHI, PIN 682019 1:100 SCALE :C REVISION AES-AN-1332-DWG-ST-002

08.03.2024 DATE

COLUMN LAYOUT

Mr. ARJUN

A3-SHEET

RESIDENTIAL BUILDING PROJECT FOR CONSTRUCTION FOR ESTIMATION FOR

75 323 1034

78 184 256

118

PB18A 20X60

PB18 20X60

PB20 20X60

PB3A 20X60

PB7 20X60

PB19 20X60

PB21 20X60 PB22 20X60

PB1 20X60 PB2 20X60

Boundary Wall

1. USE M25 GRADE OF CONCRETE BASED ON MIX DESIGN WITH MAXIMUM W/C RATIO OF 0.5 AND MINIMUM CEMENT CONTENT OF 300 KG/M³.

2. CLEAR COVER TO ANY REINFORCEMENT IN FOOTING50MM , PLINTH BEAM - 50MM,COLUMN 40MM,BEAM25MM,SLAB - 20MM

3. T DENOTES FE 500 STEEL CONFORMING TO IS 1786-1985.

4. USE 53/43 GRADE ORDINARY PORTLAND CEMENT CONFORMING TO IS 1489.

5. THIS DRAWING SHALL BE READ IN CONJUNCTION WITH OTHER RELEVANT

ARCHITECTURAL,STRUCTURAL,DRAWINGS OF ALL SECTIONS OF THE SPECIFICATIONS.

6. LAP LENGTH - 47xbar dia

7. ONLY WRITTEN DIMENSIONS ARE TO BE FOLLOWED

8. DEVELOPMENT LENGTH 48xbar dia

PB8 20X60 PB23 20X60

PB28 20X60

PB33 20X60

PB6A 20X60

PB6 20X60

PB24 20X60

PB10 20X60

PB4 20X60 PB5 20X60

PB32 20X60

PB9 20X60

PB11 20X60

PB12 20X60 PB13 20X60

PB16 20X60 PB15 20X60

PB25 20X60 PB26 20X60 PB27 20X60

PB29 20X60

PB30 20X60

PB17 20X60

PB31 20X60

PLINTH BEAM LAYOUT

SCALE - 1:100

REFER THE LEVEL IN ARCHITECTURE PLAN

PB14 20X60

10. LIGHT WEIGHT AAC BRICKS ARE CONSIDERED FOR DESIGN.

11. ALL DIMENSIONS ARE IN CM & LEVELS IN METERS

12. BUILDING IS DESIGNED FOR G+2

FOR COMMENTS

FOR ESTIMATION

PROJECT FOR CONSTRUCTION

RESIDENTIAL BUILDING

ARCHITECT

CLIENT NOIR ARCHITECTS

Mr. ARJUN

TITLE

PLINTH BEAM LAYOUT

AV AS CHECKED BY

AR DRAWN BY

DATE

TYPICAL BEAM DETAILS

1:100 SCALE :-

15.03.2024

AES-AN-1332-DWG-ST-003

REVISION

Page no: 26 A B C D E F G H I J 1 2 3 4 5 6 7 82 176 92 117 203 236 123 107 16 1151

GREATER OF 0.25L1 DIA x 47 LAP (TYP) 0.15L1 0.15L2 TR-1 TR-2 GREATER OF 0.25L1 0.1L1 0.15L2 GREATER OF 0.25L1 TR-1 TR-2 TR-1 TR-2 BR-1 BR-2 BR-1 BR-2 ST-1 GREATER OF 0.25L1 ST-1 ST-2 0.25xL1 0.25xL1 ST-1 ST-1 ST-2 0.25xL2 0.25xL2 L1 D RIGHT BOT. LEFT BOT. MID SPAN BOTTOM LEFT BOT. STIRRUPS (TYP) LEFT SUPPORT TOP RIGHT SUPPORT TOP LEFT SUPPORT TOP L2 50 50 50 Ld Ld DIA x 47 LAP (TYP) 50 50 C OF SUPPORT L C OF SUPPORT L

ADVANCED ENGINEERING SOLUTIONS, 31/673-A,SA ROAD,VYTTILA, KOCHI, PIN 682019

A3-SHEET

T8 @10 c/c T8 @15 c/c T8 @10 c/c T8 @15 c/c

T8 @10 c/c T8 @15 c/c

T8 @10 c/c T8 @10 c/c

T8 @10 c/c T8 @15 c/c

T8 @10 c/c T8 @10 c/c

T8 @10 c/c T8 @15 c/c

T8 @10 c/c T8 @10 c/c

T8 @10 c/c T8 @15 c/c

T8 @10 c/c T8 @10 c/c

T8 @10 c/c T8 @15 c/c

1. USE M25 GRADE OF CONCRETE BASED ON MIX DESIGN WITH MAXIMUM W/C RATIO OF 0.5 AND MINIMUM CEMENT CONTENT OF 300 KG/M³.

2. CLEAR COVER TO ANY REINFORCEMENT IN FOOTING50MM , PLINTH BEAM - 50MM,COLUMN 40MM,BEAM25MM,SLAB - 20MM

3. T DENOTES FE 500 STEEL CONFORMING TO IS 1786-1985.

4. USE 53/43 GRADE ORDINARY PORTLAND CEMENT CONFORMING TO IS 1489.

5. THIS DRAWING SHALL BE READ IN CONJUNCTION WITH OTHER RELEVANT

ARCHITECTURAL,STRUCTURAL,DRAWINGS OF ALL SECTIONS OF THE SPECIFICATIONS.

6. LAP LENGTH - 47xbar dia

7. ONLY WRITTEN DIMENSIONS ARE TO BE FOLLOWED

8. DEVELOPMENT LENGTH 48xbar dia

10. LIGHT WEIGHT AAC BRICKS ARE CONSIDERED FOR DESIGN.

11. ALL DIMENSIONS ARE IN CM & LEVELS IN METERS

12. BUILDING IS DESIGNED FOR G+2

FOR COMMENTS

FOR ESTIMATION

FOR CONSTRUCTION

PROJECT

ARCHITECT

RESIDENTIAL BUILDING

NOIR ARCHITECTS

CLIENT

TITLE

Mr. ARJUN

BEAMS

Page no: 27 PB1 20 60 2 T 16 PB2 20 PB3 NOT USED PB4 20 2 T 16 T8 @10 c/c T8 @15 c/c 2 T 12 2 T 12PB5 20 PB6A 20-PB7 20 PB8 20 20- PB10 20 PB11 20- PB12 20 PB13

PB14 20- PB15

PB16

- PB17 20 PB18 20 PB19 20- PB20 20 PB21 20- PB22 20 PB23 20 PB24 20- PB25 20 PB26 20- PB27 20 - PB28 20 PB29 20 PB30 20- PB31 20 PB32 20- -60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 2 T 16 2 T 16 2 T 16 2 T 16 2 T 16 2 T 16 2 T 12 2 T 12 2 T 12 2 T 12 2 T 16 2 T 16 2 T 16 2 T 16 2 T 16 2 T 16 2 T 16 2 T 16 2 T 16 2 T 16 2 T 16 2 T 16 2 T 16 2 T 16 2 T 16 2 T 16 2 T 12 2 T 12 2 T 16 2 T 16 2 T 16 2 T 16 2 T 16 2 T 16 2 T 16 2 T 16 2 T 16 2 T 16 2 T 16 2 T 16 2 T 16 2 T 16 2 T 16 2 T 16 2 T 16 2 T 16 2 T 16 2 T 16 2 T 16 2 T 16 2 T 12 2 T 12 2 T 16 2 T 16 2 T 16 2 T 16 2 T 16 2 T 16 2 T 16 2 T 16 ---------------------- -

PB9 20 - 60 2 T 16 2 T 16 - - T8 @10 c/c T8 @10 c/c PB33 PB3A 20 - 60 2 T 12 2 T 12 - - T8 @10 c/c T8 @10 c/c PB6 20 - 60 2 T 12 2 T 12 - - T8 @10 c/c T8 @10 c/c 20 PB18A - 60 2 T 16 2 T 16 - - T8 @10 c/c T8 @15 c/c 2 T 12 2 T 12 2 T 12 2 T 12 2 T 12 2 T 12 2 T 12 2 T 12 2 T 12 2 T 12 2 T 12 2 T 12 2 T 12 2 T 12 ADVANCED ENGINEERING SOLUTIONS, 31/673-A,SA ROAD,VYTTILA, KOCHI, PIN 682019

SCALE :A REVISION

15.03.2024 DATE AR DRAWN BY AV AS CHECKED BY DESIGNED BY SCHEDULE OF PLINTH

1:100

AES-AN-1332-DWG-ST-004

A3-SHEET

LINTEL - L1 (20x20) (UP TO 100CM) (20CM.BEARING)

SCALE-1:10

LINTEL - L3 (20x30) (UP TO 150CM) (20CM.BEARING)

SCALE-1:10

LINTEL - L2 (20x20) (UP TO 120CM) (20CM.BEARING)

SCALE-1:10

LINTEL - L4 (20x30) (UP TO 200CM) (30CM.BEARING) SCALE-1:10

LINTEL - L5 (10x15) (UP TO 100CM) (20CM.BEARING)

SCALE-1:10

LINTEL - LB1 (20x30)

2. CLEAR COVER TO ANY REINFORCEMENT IN FOOTING

50MM PLINTH BEAM - 50MM,COLUMN 40MM,BEAM25MM,SLAB - 20MM

3. T DENOTES FE 500 STEEL CONFORMING TO IS 1786-1985.

4. USE 53/43 GRADE ORDINARY PORTLAND CEMENT CONFORMING TO IS 1489.

5. THIS DRAWING SHALL BE READ IN CONJUNCTION WITH OTHER RELEVANT

ARCHITECTURAL,STRUCTURAL,DRAWINGS OF ALL

SECTIONS OF THE SPECIFICATIONS.

6. LAP LENGTH - 47xbar dia

7. ONLY WRITTEN DIMENSIONS ARE TO BE FOLLOWED

8. DEVELOPMENT LENGTH 48xbar dia

10. LIGHT WEIGHT AAC BRICKS ARE CONSIDERED FOR DESIGN.

11. ALL DIMENSIONS ARE IN CM & LEVELS IN METERS

12. BUILDING IS DESIGNED FOR G+2

TYPICAL DETAIL OF

Page no: 28 GROUND FLOOR LINTEL BEAM LAYOUT SCALE - 1:100 REFER THE LEVEL IN ARCHITECTURE PLAN NOTE:'L1' THROUGH OUT WHERE LINTEL IS NOT MARKED ON 20THK.WALL 'L5' THROUGH OUT WHERE LINTEL IS NOT MARKED ON 10THK.WALL UP L1 A B C D E F G H J 1 2 3 4 5 6 7 82 176 92 117 203 236 123 107 16 1151 78 184 256 118 75 323 1034 L1 L1 L1 L2 L3 L3 L4 LB1 LB1 LB1 L5 S1 X Y HIDDEN BEAM B3 20x15 INVERTED BEAM B4 20x30 INVERTED BEAM B7 20x50 INVERTED BEAM B10 20x50 INVERTED BEAM B9 20x50 INVERTED BEAM B1 20x50 FC1 STARTS FROM GROUND LINTEL LEVEL FC1 20x20 FC1 FC1 20x20 INVERTED BEAM B6 20x50 FC1 20x20 INVERTED BEAM B2 20x50 HIDDEN BEAM B8 20x15 SL. NO. C O L U M N S C H E D U L E COLUMN MARKING COLUMN SIZE CONFINEMENT REINF: TIES HEIGHT OF CONFINEMENT REINF: (L) COLUMNS VERTICAL CROSS SECTION TIES PROFILE 01. FC1 T8@15c/c T8@7.5c/c 80 20x20 4-T12 B5 20x30 B11 20x40 ST-000 A S2 X Y S2 X Y B1(INVERTED) B2(INVERTED) 20 B3(HIDDEN) 20 B4(INVERTED) 20 T8 @10 c/c B5 20 B6(INVERTED) 20B7(INVERTED) 20 B8 20 B9(INVERTED) 20 B10(INVERTED) 20 B11 20 T8 @10 c/c T8 @10 c/c 20 T8 @10 c/c3 T 20 3 T 20 -3 T 20 3 T 20 - - 50 50 15 30 30 50 50 B8(HIDDEN) 15 50 50 40 2 T 16 - T8 @10 c/c 2 T 16 -2 T 16 - T8 @10 c/c 2 T 16 -T8 @10 c/c T8 @10 c/c T8 @15 c/c T8 @15 c/c T8 @15 c/c T8 @10 c/c T8 @10 c/c T8 @10 c/c T8 @10 c/c T8 @10 c/c T8 @10 c/c T8 @10 c/c T8 @10 c/c T8 @10 c/c T8 @10 c/c T8 @15 c/c 2 T 16 - 2 T 16 -2 T 16 - 2 T 16 -2 T 16 - 2 T 16 1 T 12 1 T 12 2 T 16 - 2 T 16 2 T 12 2 T 12 2 T 16 - 2 T 16 -- - 2 T 16 2 T 16 2 T 16 - 2 T 16 -TYPICAL BEAM DETAILS GREATER OF 0.25L1 DIA x 47 LAP (TYP) 0.15L1 0.15L2 TR-1 TR-2 GREATER OF 0.25L1 0.1L1 0.15L2 GREATER OF 0.25L1 TR-1 TR-2 TR-1 TR-2 BR-1 BR-2 BR-1 BR-2 ST-1 GREATER OF 0.25L1 ST-1 ST-2 0.25xL1 0.25xL1 ST-1 ST-1 ST-2 0.25xL2 0.25xL2 L1 D RIGHT BOT. LEFT BOT. MID SPAN BOTTOM LEFT BOT. STIRRUPS (TYP) LEFT SUPPORT TOP RIGHT SUPPORT TOP LEFT SUPPORT TOP L2 50 50 50 Ld Ld DIA x 47 LAP (TYP) 50 50 C OF SUPPORT L C OF SUPPORT L PB9 20x60 PCC 1:4:8 GR.FLOOR +0.60 M B5 20x30 INVERTED BEAM B6 20x40 15 T12@14c/c T10@14c/c SECTION - A SCALE 1:2.5 T12@14c/c 100 170 100 170 T10@14c/c T12@12c/c T12@12c/c 15 B10-(20x50) 2-T16 2-T16

2-T16 T8@10c/c INVERTED 50 50 T10@14c/c T12@12c/c 15 HIDDEN BEAM B3 20x15 HIDDEN BEAM B3 20x15 HIDDEN BEAM B3 20x15 INVERTED BEAM B4 20x30 20 20 2-T8 2-T8 T8@150c/c

2-T16

20 T8@150c/c

2-T10

20 30 T8@15c/c

3-T10

2-T10

20 2-T8 2-T8 T8@150c/c

10 15

2-T16

30 SCALE-1:10 20 1-T12 T8@15c/c

T8@150c/c 2-T16

SUNSHADE

60 30 T8@150c/c 2-T12 2-T12

SCALE-1:10

20 BOTTOM TOP TOP BOTTOM REINFORCEMENT ALONG THICKNES SLAB PANNEL CENTER SUPPORT X- DIRECTION Y- DIRECTION SUPPORT CENTER SLAB SCHEDULE REINFORCEMENT ALONG REMARKS S1 12 TWO WAY T8@14 T8@14 T8@14 T8@14 S2 15 T8@14 T8@14 TWO WAY T8@14 T8@14 ADVANCED ENGINEERING SOLUTIONS, 31/673-A,SA ROAD,VYTTILA, KOCHI, PIN 682019 1:100 SCALE :A REVISION AES-AN-1332-DWG-ST-005

DATE

15.03.2024

DRAWN BY AV

CHECKED

BY GROUND FLOOR LINTEL BEAM LAYOUT

ARJUN

NOIR ARCHITECTS ARCHITECT RESIDENTIAL BUILDING PROJECT FOR CONSTRUCTION FOR ESTIMATION FOR COMMENTS A2-SHEET

BY DESIGNED

TITLE Mr.

CLIENT

CEMENT

USE M25 GRADE OF CONCRETE BASED ON MIX DESIGN WITH MAXIMUM W/C RATIO OF 0.5 AND MINIMUM

CONTENT OF 300 KG/M³.

75 323 1034

78 184 256 118

B1 20x40 B2 20x40

S1 X Y

B18 20x40 B21 20x40 B26 20x40

B17 20x40

B20 20x40

B4 20x40 B5 20x40

B22 20x40

B8 20x40

B19 20x40

B3 20x40

INVERTED BEAM B37 20x40 INVERTED BEAM B33 20x40 INVERTED BEAM

S1 X Y S1 X Y S2 X X Y S1

B25 20x40

-20 SUNKEN SLAB 12THK. X Y S1 -20 SUNKEN SLAB 12THK. Y X S1

S1 X Y S1 Y X

B23 20x40 B24 20x40

B32 20x40

20x40

B34 20x40 B36 20x40

B9 20x40

B14 20x40 B15 20x40 NOTE

COLUMN CONTINUED

COLUMN TERMINATED

1. USE M25 GRADE OF CONCRETE BASED ON MIX DESIGN WITH MAXIMUM W/C RATIO OF 0.5 AND MINIMUM

CEMENT CONTENT OF 300 KG/M³.

2. CLEAR COVER TO ANY REINFORCEMENT IN FOOTING50MM , PLINTH BEAM - 50MM,COLUMN 40MM,BEAM25MM,SLAB - 20MM

3. T DENOTES FE 500 STEEL CONFORMING TO IS 1786-1985.

4. USE 53/43 GRADE ORDINARY PORTLAND CEMENT CONFORMING TO IS 1489.

5. THIS DRAWING SHALL BE READ IN CONJUNCTION WITH OTHER RELEVANT

ARCHITECTURAL,STRUCTURAL,DRAWINGS OF ALL

SECTIONS OF THE SPECIFICATIONS.

6. LAP LENGTH - 47xbar dia

7. ONLY WRITTEN DIMENSIONS ARE TO BE FOLLOWED

8. DEVELOPMENT LENGTH 48xbar dia

10. LIGHT WEIGHT AAC BRICKS ARE CONSIDERED FOR DESIGN.

11. ALL DIMENSIONS ARE IN CM & LEVELS IN METERS

12. BUILDING IS DESIGNED FOR G+2

B10 20x40

B11 20x40

B27 20x40 B28 20x40

B29 20x40 B35 20x40

B12 20x40

S1 Y X INVERTED B30 20x50

B16 INVERTED 20x40

GROUND FLOOR SLAB & BEAM LAYOUT

SCALE - 1:100

REFER THE LEVEL IN ARCHITECTURE PLAN

B13 20x40

INVERTED B31 20x40

PROJECT FOR CONSTRUCTION FOR ESTIMATION FOR COMMENTS

RESIDENTIAL BUILDING

ARCHITECT

NOIR ARCHITECTS

CLIENT

TITLE

Mr. ARJUN

GROUND FLOOR SLAB & BEAM LAYOUT

CHECKED BY

AR DRAWN BY

DATE

AV AS

15.03.2024

AES-AN-1332-DWG-ST-006

1:100 SCALE :A REVISION

Page no: 29

A B C D E F G H I J 1 2 3 4 5 6 7 82 176 92 117 203 236 123 107 16 1151

TYPICAL BEAM DETAILS GREATER OF 0.25L1 DIA x 47 LAP (TYP) 0.15L1 0.15L2 TR-1 TR-2 GREATER OF 0.25L1 0.1L1 0.15L2 GREATER OF 0.25L1 TR-1 TR-2 TR-1 TR-2 BR-1 BR-2 BR-1 BR-2 ST-1 GREATER OF 0.25L1 ST-1 ST-2 0.25xL1 0.25xL1 ST-1 ST-1 ST-2 0.25xL2 0.25xL2 L1 D RIGHT BOT. LEFT BOT. MID SPAN BOTTOM LEFT BOT. STIRRUPS (TYP) LEFT SUPPORT TOP RIGHT SUPPORT TOP LEFT SUPPORT TOP L2 50 50 50 Ld Ld DIA x 47 LAP (TYP) 50 50 C OF SUPPORT L C OF SUPPORT L ADVANCED ENGINEERING SOLUTIONS, 31/673-A,SA ROAD,VYTTILA, KOCHI, PIN 682019

B7 20x40 S2 X

A3-SHEET