ARCHITECTURE INTERNSHIP PORTFOLIO | L&T CONSTRUCTION, CHENNAI by Niveditha Sakthivel

SAKTHIVEL

INTERNSHIP PORTFOLIO NIVEDITHA

2018701021 YEAR IV - SEMESTER 8 SCHOOL OF ARCHITECTURE AND PLANNING ANNA UNIVERSITY CHENNAI 600025

TABLE OF CONTENTS (A) ACKNOWLEDGEMENT (B) COMPLETION REPORT AND CERTIFICATE (C) PROJECTS 1. FIRE STAIRCASE FOR AIRPORT COMPLEX 2. SENTRY POST FOR DEFENCE COM[PLEX 3. FACILITY CENTER FOR OFFICE BUILDING 4. MULTI-STOREY OFFCIE BUILDING 5. SEWAGE TREATMENT PLANT (TENDER) 6. WALL CLADDING FOR FLB IN AIPORT 7. UNDERGROUND CONNECTIVITY DESIGN 8. SITE STUDY OF CHENNAI INTERNATIONAL AIPORT

ACKNOWLEDGEMENT

Presentation, inspiration and motivation have always played the key role in the success of any venture.

Firstly I would like to acknowledge L&T Construction (Buildings and Factories), Chennai for providing me this wonderful oppurtunity to do my internship in such a prestigious company.

I would like to express my gratitude & respect to the Chief Architect of the Airports department, Ar. Sadasivam G for his constant guidance, advice, encouragement & every possible help in the overall period of my training.

It is a great and unique pleasure to me that I have got a chance to thank a large number of individuals at L&T Construction for their help and encouragement to make the internship successful.

I am also greatful to my institution, School of Architecture and Planning, Anna University, Chennai, for giving me an oppurtunity of practical exposure in this field and thereby making it possible for me increase my knowledge.

Not least of all, I would like to thank my parents, professors and friends for constantly supporting me through this period.

1DESCRIPTION

To revise and draft plans and section of an ongoing fire staircase construction and produce GFC drawings. To understand the complication of the staircase and provide solution for the same

INFERENCE

Necessary information to be drafted for Autocad detail drawings. Studying of whole and part plans for the understanding of the placement of staircase and and various materials used in it.

FIRE

FOR

STAIRCASE

AIPORT COMPLEX

PRELIMINARY TENDER INFORMATION APPROVAL CONSTRUCTION RELEASED FOR DRAWING/SHEET No. SIZE REV SCALE PROJECTION ARCHITECT SIGNATURE: SECTION/ ELEVATION MARKING DRAWING NUMBER FIRST ANGLE 1 2 3 4 5 6 7 8 9 10 11 12 1 2 3 4 5 6 7 8 9 10 11 12 A B C D E F G H A B C D E F G H CHECKED BY DATE ARCHITECTURE CIVIL & STRUCTURAL ELECTRICAL ELV SYSTEM HVAC FPS PIPING PHE CHECKED BY SIGN DATE DATE GIS GEOTECH CHECKED BY REVISIONS AIRPORT SYSTEMS VHT PROJECT TITLE: SHEET TITLE: NIVEDITHA SAKTHIVEL 2018701021 SEMESTER 8 SCHOOL OF ARCHITECTURE AND PLANNING, ANNA UNIVERSITY, CHENNAI 600025 N W01W02 29 30 35 36 41 42 47 1 2 6 10 11 TREAD: 300mm RISER 150mm -3.00m FFL -1.350m FLL 14 13 12 15 PR-FS-02 38 E 39 H B-81-FD7 PRESSURIZATION CUT-OUT ABOVE FIRE LOBBY SH-12 FHC TREAD: 300mm RISER 150mm UP R2000 R2000 LANDING 5272 PART PLAN LEVEL B @ -3.00m FFL 1:50 01 01 5346 750 750 1500 150 4450 200 200 200 2000 200 1865 200 1135 200 3350 450 3100 2200 2100 2000 1000 SH-2 2200 3000 (10 TREADS X 300) 900 16 17 300 -3.00m FFL 8200 LIGHT FIXTURE DETAILS REFER ELECTRICAL DRAWINGS (TYP) EDGE OF RC.SLAB(TYP.) EDGE OF TREAD (TYP.) RW DETAILS REFER STRUCTURE DWG. ELEVATOR DETAILS REFER VENDOR SHOP DWG. 150 200 TILE JOINT 2000 1500 150 1000 300 100 B-FS07-FD7 B-FS07-SD2$ 1000 typ. 1000 typ. 3240 2400 8950 EDGE OF EXISTING BEAM DETAILS REFER STRUCTURAL DWG. PRESSURIZATION GRILLE REFER HVAC DWG eq. eq. eq. eq. 155 BLOCKWORK SILL UPTO 150mm 485 8550 375 eq. eq. 325 eq. eq. MS-5 5274 21 22 23 24 25 26 28 27 29 -0.150m FLL 38 E 39 PRESSURIZATION CUT-OUT ABOVE +1.350m FLL 19 SL ABOVE H RAMP UP 1:10 +1.350m FLL 33 32 31 TREAD: 300mm RISER 150mm -0.450m FLL +0.60m FFL TREAD: 300mm RISER 150mm UP R2000 SH-76a +0.60m FFL UP TREAD: 300mm RISER 150mm PRESSURE RELIEF DAMPER BELOW SOFFIT OF BEAM REFER STRUCTURE DWG LANDING LANDING LANDING 5272 PART PLAN LEVEL C @ +0.00m FFL 1:50 02 18 20 30 01 5346 34 1500 150 1500 150 750 2700 (9 TREADS X 300) 2200 150 1000 1200 1200 2100 2125 200 2125 200 1865 200 2000 8200 450 2700 1000 FHC 300 SH-2 25 27 26 28 29 29 28 27 26 25 FIRE CORRIDOR 1500 2070 PR-FS-02 1140 200 1 RW DETAILS REFER STRUCTURE DWG. UP 200 2200 ELEVATOR DETAILS REFER VENDOR SHOP DWG. 1350 1075 C-FS07-FD7a C-FS07-FD7 200 C-FS07-SD2$ 300 3150 3000 TILE JOINT 1000 typ. 1000 typ. 2400 16 17 TREAD: 300mm RISER 150mm 300 300 350 PRESSURIZATION GRILL (REFER HVAC DRAWINGS) 1100 +1.350m FLL 200 2000 200 6275 200 100 LIGHT FIXTURE DETAILS REFER ELECTRICAL DRAWINGS (TYP) 485 UP 24 24 DN 700 eq. eq. eq. eq. eq. eq. MS-5 5274 DN 61 TREAD: 300mm 38 E 39 FHC 57 +5.550m FLL FHC-2 PRESSURIZATION GRILL (REFER HVAC DRAWINGS) SL H R2000 58 +5.850m FLL 62 63 64 65 66 67 68 69 RISER 150mm +7.50m FFL TREAD: 300mm RISER 150mm TREAD: 300mm RISER 150mm 73 74 75 +7.50m FFL GRANITE THRESHOLD SH-76a 5272 PART PLAN LEVEL E @ +7.50m FFL 1:50 04 72 LANDING 8 LANDING 9 LEVEL E 01 5346 450 3100 56 59 70 3150 3000 (10 TREADS 300) 2200 150 1000 1500 150 1900 750 750 2200 2100 2000 200 1865 200 2000 8515 71 SH-2 E-FS-07-FD7 P8 200 2250 585 FIRE LOBBY +7.50m FFL LEVEL E LEVEL E ELEVATOR DETAILS REFER VENDOR SHOP DWG. PR-FS-02 480 200 START TILE START TILE 200 1135 200 2400 1000 typ. 1000 typ. 150 600 9000 825 200 4300 150 900 60 SEEN BELOW COMMS UP TREAD: 300mm RISER 150mm DN EQ. EQ. EQ. EQ. 200 750 200 550 eq. eq. 2000 2000 MS-5 5274 D-FS07-SD2$ 450 450 325 200 RCC COLUMN CLADDING DETAIL- REFER SEPERATE ARCHITECTURAL DRAWING 40 41 42 43 44 45 TREAD: 300mm RISER 150mm +2.700m FLL +3.90m FLL 38 E 39 FHC 38 46 39 +2.400m FLL FHC-2 TREAD:300mm RISER:133.33mm DN PRESSURIZATION GRILL (REFER HVAC DRAWINGS) COMMS SL H TREAD: 300mm RISER 150mm 49 50 51 52 53 R2000 R2000 54 48 TREAD: 300mm RISER 150mm UP +3.90m FLL FOH.M TOILET SH-76a LANDING 5 LANDING 6 LANDING 7 +3.80m FFL +3.50m FFL 5272 PART PLAN LEVEL D @ +3.50m FFL 1:50 03 37 +3.90m FFL 01 5346 450 3100 4050 2100 (7 TREADS X 300) 2200 150 1000 1500 750 750 2200 2100 2000 200 200 1865 200 2000 8200 1000 SH-2 PR-FS-02 200 1135 D-FS07-SD2$ D-FS-24-FD8 D-16-FD7 FIRE LOBBY 950 D-15-FD4 ELEVATOR DETAILS REFER VENDOR SHOP DWG. 200 2795 START TILE 150 START TILE 1 1000 typ. 1000 typ. TILE JOINT 900 700 100 2250 2400 150 1900 150 720 35 36 47 200 300 DN 385 3350 LIGHT FIXTURE DETAILS REFER ELECTRICAL DRAWINGS (TYP) 2000 2000 8350 eq. eq. eq. eq. MS-5 5274 RCC COLUMN CLADDING DETAIL- REFER SEPERATE ARCHITECTURAL DRAWING 2705 1020 BUILDING KEYPLAN (NOT NO SCALE) P-FS-07 PRELIMINARY TENDER INFORMATION APPROVAL CONSTRUCTION RELEASED FOR DRAWING No. SIZE REV DSGN DRWN CHKD APPD NAME DATE SCALE PROJECTION TITLE: JOB No SECTION/ ELEVATION MARKING DRAWING NUMBER FIRST ANGLE SHEET: ELV SYSTEM ELECTRICAL CIVIL & STRUCTURAL ARCHITECTURE CHECKED BY DATE HVAC FPS PIPING PHE CHECKED BY DATE GIS GEOTECH. CHECKED BY SIGN DATE REVISIONS APPROVED CHECKED DRAWN DESIGNED DESCRIPTION REV.NO. This drawing is the property of L&T Construction ,B&F-EDRC and must not be passed on to any person or body not authorised by us to receive it nor be copied or otherwise made use either in full or in part by such person or body without our prior permission in writing. H G F E D C B A H G F E D B A 12 11 10 9 8 7 5 4 3 2 1 12 11 10 9 8 7 6 5 3 2 1 C A1 SUPPLIER/ CONTRACTOR PROJECT: CLIENT : CONCEPT PROJECT CONSULTANT: Engineering Design and Research Center (EDRC), L&T Construction - Buildings & Factories O18151 - EXPANSION OF RAJIV GANDHI INTERNATIONAL AIRPORT GMR HYDERABAD INTERNATIONAL AIRPORT LIMITED. GHIAL-LNT-W-PTB-A-80-5272 05.03.2020 10.02.2020 10.02.2020 10.02.2020 ALA SKS JP GS EXPANSION OF RAJIV GANDHI INTERNATIONAL AIRPORT: O18151 1:50 1 OF 4 05.03.2020 10.02.2020 10.02.2020 10.02.2020 JP GS SKS ALA 0 ISSUED AS GOOD FOR CONSTRUCTION WEST PROCESSOR STAIRCASE P-FS-07 PART PLANS Larsen & Toubro Limited, Construction, Buildings & Factories P2 200MM THK 2-HRS RATED WALL UP TO SOFFIT OF SLAB SHAFT LEGEND FHC FIRE HOSE CABINET SP SHAFT FOR PLUMBING SH SHAFT FOR HVAC SL SHAFT FOR ELV SE SHAFT FOR ELECTRICAL RC.WALL /COLUMN/ SLAB /BEAM 200mm THICK BLOCK WORK UPTO SLAB SOFFIT SPECIFICATIONS WALL TYPE LEGEND TYPE-1 SIDE FIXING HANDRAIL TYPE-2 WALL FIXING HANDRAIL TREAD 30mm THK. MACHINE CUT & MACHINE POLISHED KOTAH STONE SLAB TREAD WITH ROUNDED NOSING AND NOS. ANTISKID GROOVE OVER 20mm THK. CEMENT MORTAR BED IN CM 1:4 20mm THK. MACHINE CUT & MACHINE POLISHED KOTAH STONE SLAB RISER LAID OVER 20mm THK. CEMENT MORTAR BED IN CM 1:4 SKIRTING 20mm THK.150mm HIGH FROM FFL KOTAH STONE SKIRTING LAID OVER 20mm THK.CEMENT MORTAR BED IN CM 1:4 ALL DIMENSIONS ARE IN MILLIMETRE AND LEVELS ARE IN METRE. FFL INDICATES FINISHED FLOOR LEVEL TOC TOP OF CONCRETE FHC FIRE HOSE CABINET FRL FINISHED ROAD LEVEL FOR DOORS/WINDOWS & LOUVERS SCHEDULE DETAILS, REFER SEPARATE DRAWINGS. NO PLASTERING IS REQUIRED FOR RC WALLS AND CEILINGS. ONLY DRESSING PLASTER AND PATCH PUTTY IS REQUIRED FOR CORRECTING SURFACE UNDULATIONS. ALL THRESHOLD LOCATION SHALL BE GIVEN ALONG WITH FLOOR PLAN 12. FOR FINISHING DETAIL REFER FINISHING MATRIX 9. 10. 11. FOR FIXTURES & OPENING DETAILS, REFER RELEVANT DRAWINGS. FLL INDICATES FINISHED LANDING LEVEL FDL FINISHED DROP OFF LVL OP OPENING FPL INDICATES FINISHED PAVEMENT LEVEL 1. 2. 3. 4. 5. THIS DRAWING IS TO BE READ AND NOT TO BE SCALED 6. 7. 8. ALL DIMENSIONS SHALL BE VERIFIED ON SITE PRIOR TO START OF WORK, ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF THE ARCHITECT. 13. FOR BLOCK WALL,200mm THK DOOR SHOULDER TO BE MAINTAINED IF NOT SPECIFIED +0.000 LVL CORRESPONDS TO +607.000MSL FOR SITE BUILDING SETTING OUT PLAN, REFER DRG NO: GHIAL-LNT-P-PTB-A-00-0004&0003 RESPECTIVELY FOR BUIDING ELEVATIONS,REFER DRG NOS.20-2000,20001&2002 SS GRADE OF 304 HAS TO BE USED FOR STEEL SECTIONS. 14. START TILE 15. 1 FOR LIGHT FIXTURE LOCATION REFER ELECTRICAL DRAWING. 16. 30mm THK. KOTAH STONE SLAB OVER 20mm CEMENT MORTAR BED OF CM 1:4. FLOORING FOR EXACT PRESSURIZATION GRILL SIZES LOCATION REFER HVAC LAYOUT. 17. RISER 20mm THK. KOTAH STONE SLAB OVER 30mm CEMENT MORTAR BED OF CM 1:4. GRANITE THRESHOLD THIS DRAWING SHALL BE READ ALONG WITH DRAWING NO. GHAIL-LNT-W-PTB-A-80-5273, 5274, 5346 18. ALA SKS JP GS ALA SKS JP GS 1 ISSUED AS GOOD FOR CONSTRUCTION 20.04.2022 22.04.2022 25.04.2022 26.04.2022 NOTE 1.FOR STEEL STAIRCASE DETAIL REFER STRUCTURAL DRAWING NO: GHIAL-LNT-W-PTB-S-40-0948 2. FOR ACP CLADDING SUBSTRUCTURE DETAIL DRAWING NO: GHIAL-LNT-Q-PTB-S-42-0130 N 9000 9000 9000 9000 9000 9000 9000 9000 9000 9000 9000 9000 9000 9000 9000 6000 1 2 6 10 11 TREAD: 300mm RISER 150mm -3.00m FFL -1.350m FLL 14 13 12 15 PR-FS-02 38 E 39 H B-81-FD7 PRESSURIZATION CUT-OUT ABOVE FIRE LOBBY SH-12 FHC TREAD: 300mm RISER 150mm UP R2000 R2000 LANDING 5272 PART PLAN LEVEL B @ -3.00m FFL 1:50 01 01 5346 750 750 1500 150 4450 200 200 200 2000 200 1865 200 1135 200 3350 450 3100 2200 2100 2000 1000 SH-2 2200 3000 (10 TREADS X 300) 900 16 17 300 -3.00m FFL 8200 LIGHT FIXTURE DETAILS REFER ELECTRICAL DRAWINGS (TYP) EDGE OF RC.SLAB(TYP.) EDGE OF TREAD (TYP.) RW DETAILS REFER STRUCTURE DWG. ELEVATOR DETAILS REFER VENDOR SHOP DWG. 150 200 TILE JOINT 2000 1500 150 1000 300 100 B-FS07-FD7 B-FS07-SD2$ 1000 typ. 1000 typ. 3240 2400 8950 EDGE OF EXISTING BEAM DETAILS REFER STRUCTURAL DWG. PRESSURIZATION GRILLE REFER HVAC DWG eq. eq. eq. eq. 155 BLOCKWORK SILL UPTO 150mm 485 8550 375 eq. eq. 325 eq. eq. MS-5 5274 21 22 23 24 25 26 28 27 29 -0.150m FLL 38 E 39 PRESSURIZATION CUT-OUT ABOVE +1.350m FLL 19 SL ABOVE H RAMP UP 1:10 +1.350m FLL 33 32 31 TREAD: 300mm RISER 150mm -0.450m FLL +0.60m FFL TREAD: 300mm RISER 150mm UP R2000 SH-76a +0.60m FFL UP TREAD: 300mm RISER 150mm PRESSURE RELIEF DAMPER BELOW SOFFIT OF BEAM REFER STRUCTURE DWG LANDING LANDING LANDING 4 5272 PART PLAN LEVEL C @ +0.00m FFL 1:50 02 18 20 30 01 5346 34 1500 150 1500 150 750 2700 (9 TREADS X 300) 2200 150 1000 1200 1200 2100 2125 200 2125 200 1865 200 2000 8200 450 2700 1000 FHC 300 SH-2 25 27 26 28 29 29 28 27 26 25 FIRE CORRIDOR 1500 2070 PR-FS-02 1140 200 1 RW DETAILS REFER STRUCTURE DWG. UP 200 2200 ELEVATOR DETAILS REFER VENDOR SHOP DWG. 1350 1075 C-FS07-FD7a C-FS07-FD7 200 C-FS07-SD2$ 300 3150 3000 TILE JOINT 1000 typ. 1000 typ. 2400 16 17 TREAD: 300mm RISER 150mm 300 300 350 PRESSURIZATION GRILL (REFER HVAC DRAWINGS) 1100 +1.350m FLL 200 2000 200 6275 200 100 LIGHT FIXTURE DETAILS REFER ELECTRICAL DRAWINGS (TYP) 485 UP 24 24 DN 700 eq. eq. eq. eq. eq. eq. MS-5 5274 DN 61 TREAD: 300mm 38 E 39 FHC 57 +5.550m FLL FHC-2 PRESSURIZATION GRILL (REFER HVAC DRAWINGS) SL H R2000 58 +5.850m FLL 62 63 64 65 66 67 68 69 RISER 150mm +7.50m FFL TREAD: 300mm RISER 150mm TREAD: 300mm RISER 150mm 73 74 75 +7.50m FFL GRANITE THRESHOLD SH-76a 5272 PART PLAN LEVEL E @ +7.50m FFL 1:50 04 72 LANDING 8 LANDING 9 LEVEL E 01 5346 450 3100 56 59 70 3150 3000 (10 TREADS 300) 2200 150 1000 1500 150 1900 750 750 2200 2100 2000 200 1865 200 2000 8515 71 SH-2 E-FS-07-FD7 P8 200 2250 585 FIRE LOBBY +7.50m FFL LEVEL E LEVEL E ELEVATOR DETAILS REFER VENDOR SHOP DWG. PR-FS-02 480 200 START TILE START TILE 200 1135 200 2400 1000 typ. 1000 typ. 150 600 9000 825 200 4300 150 900 60 SEEN BELOW COMMS UP TREAD: 300mm RISER 150mm DN EQ. EQ. EQ. EQ. 200 750 200 550 eq. eq. 2000 2000 MS-5 5274 D-FS07-SD2$ 450 450 325 200 RCC COLUMN CLADDING DETAIL- REFER SEPERATE ARCHITECTURAL DRAWING 40 41 42 43 44 45 TREAD: 300mm RISER 150mm +2.700m FLL +3.90m FLL 38 E 39 FHC 38 46 39 +2.400m FLL FHC-2 TREAD:300mm RISER:133.33mm DN PRESSURIZATION GRILL (REFER HVAC DRAWINGS) COMMS SL H TREAD: 300mm RISER 150mm 49 50 51 52 53 R2000 R2000 54 48 TREAD: 300mm RISER 150mm UP +3.90m FLL FOH.M TOILET SH-76a LANDING 5 LANDING 6 LANDING 7 +3.80m FFL +3.50m FFL 5272 PART PLAN LEVEL D @ +3.50m FFL 1:50 03 37 +3.90m FFL 01 5346 450 3100 4050 2100 (7 TREADS X 300) 2200 150 1000 1500 750 750 2200 2100 2000 200 200 1865 200 2000 8200 1000 SH-2 PR-FS-02 200 1135 D-FS07-SD2$ D-FS-24-FD8 D-16-FD7 FIRE LOBBY 950 D-15-FD4 ELEVATOR DETAILS REFER VENDOR SHOP DWG. 200 2795 START TILE 150 START TILE 1 1000 typ. 1000 typ. TILE JOINT 900 700 100 2250 2400 150 1900 150 720 35 36 47 200 300 DN 385 3350 LIGHT FIXTURE DETAILS REFER ELECTRICAL DRAWINGS (TYP) 2000 2000 8350 eq. eq. eq. eq. MS-5 5274 RCC COLUMN CLADDING DETAIL- REFER SEPERATE ARCHITECTURAL DRAWING 2705 1020 BUILDING KEYPLAN (NOT NO SCALE) P-FS-07 PRELIMINARY TENDER INFORMATION APPROVAL CONSTRUCTION RELEASED FOR DRAWING No. SIZE REV DSGN DRWN CHKD APPD NAME SIGN DATE SCALE PROJECTION TITLE: JOB No SECTION/ ELEVATION MARKING DRAWING NUMBER FIRST ANGLE SHEET: ELV SYSTEM ELECTRICAL CIVIL & STRUCTURAL ARCHITECTURE CHECKED BY SIGN DATE HVAC FPS PIPING PHE CHECKED BY SIGN DATE GIS GEOTECH. CHECKED BY SIGN DATE REVISIONS APPROVED CHECKED DRAWN DESIGNED DESCRIPTION REV.NO. This drawing is the property of L&T Construction ,B&F-EDRC and must not be passed on to any person or body not authorised by us to receive it nor be copied or otherwise made use either in full or in part by such person or body without our prior permission in writing. H G F E D C B A H G F E D B A 10 8 5 3 12 11 10 9 8 7 6 5 4 3 2 1 C A1 SUPPLIER/ CONTRACTOR PROJECT: CLIENT : CONCEPT PROJECT CONSULTANT: Engineering Design and Research Center (EDRC), L&T Construction Buildings & Factories O18151 EXPANSION OF RAJIV GANDHI INTERNATIONAL AIRPORT GMR HYDERABAD INTERNATIONAL AIRPORT LIMITED. GHIAL-LNT-W-PTB-A-80-5272 05.03.2020 10.02.2020 10.02.2020 10.02.2020 ALA SKS JP GS EXPANSION OF RAJIV GANDHI INTERNATIONAL AIRPORT: O18151 1:50 1 OF 4 05.03.2020 10.02.2020 10.02.2020 10.02.2020 JP GS SKS ALA 0 ISSUED AS GOOD FOR CONSTRUCTION WEST PROCESSOR STAIRCASE P-FS-07 PART PLANS Larsen & Toubro Limited, Construction, Buildings & Factories P2 200MM THK 2-HRS RATED WALL UP TO SOFFIT OF SLAB SHAFT LEGEND FHC FIRE HOSE CABINET SP SHAFT FOR PLUMBING SH SHAFT FOR HVAC SL SHAFT FOR ELV SE SHAFT FOR ELECTRICAL RC.WALL /COLUMN/ SLAB /BEAM 200mm THICK BLOCK WORK UPTO SLAB SOFFIT SPECIFICATIONS WALL TYPE LEGEND TYPE-1 SIDE FIXING HANDRAIL TYPE-2 WALL FIXING HANDRAIL TREAD 30mm THK. MACHINE CUT & MACHINE POLISHED KOTAH STONE SLAB TREAD WITH ROUNDED NOSING AND NOS. ANTISKID GROOVE OVER 20mm THK. CEMENT MORTAR BED IN CM 1:4 20mm THK. MACHINE CUT & MACHINE POLISHED KOTAH STONE SLAB RISER LAID OVER 20mm THK. CEMENT MORTAR BED IN CM 1:4 SKIRTING 20mm THK.150mm HIGH FROM FFL KOTAH STONE SKIRTING LAID OVER 20mm THK.CEMENT MORTAR BED IN CM 1:4 ALL DIMENSIONS ARE IN MILLIMETRE AND LEVELS ARE IN METRE. FFL INDICATES FINISHED FLOOR LEVEL TOC TOP OF CONCRETE FHC FIRE HOSE CABINET FRL FINISHED ROAD LEVEL FOR DOORS/WINDOWS & LOUVERS SCHEDULE DETAILS, REFER SEPARATE DRAWINGS. NO PLASTERING IS REQUIRED FOR RC WALLS AND CEILINGS. ONLY DRESSING PLASTER AND PATCH PUTTY IS REQUIRED FOR CORRECTING SURFACE UNDULATIONS. ALL THRESHOLD LOCATION SHALL BE GIVEN ALONG WITH FLOOR PLAN 12. FOR FINISHING DETAIL REFER FINISHING MATRIX 9. 10. 11. FOR FIXTURES & OPENING DETAILS, REFER RELEVANT DRAWINGS. FLL INDICATES FINISHED LANDING LEVEL FDL FINISHED DROP OFF LVL OP OPENING FPL INDICATES FINISHED PAVEMENT LEVEL 1. 2. 3. 4. 5. THIS DRAWING IS TO BE READ AND NOT TO BE SCALED 6. 7. 8. ALL DIMENSIONS SHALL BE VERIFIED ON SITE PRIOR TO START OF WORK, ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF THE ARCHITECT. 13. FOR BLOCK WALL,200mm THK DOOR SHOULDER TO BE MAINTAINED IF NOT SPECIFIED +0.000 LVL CORRESPONDS TO +607.000MSL FOR SITE BUILDING SETTING OUT PLAN, REFER DRG NO: GHIAL-LNT-P-PTB-A-00-0004&0003 RESPECTIVELY FOR BUIDING ELEVATIONS,REFER DRG NOS.20-2000,20001&2002 SS GRADE OF 304 HAS TO BE USED FOR STEEL SECTIONS. 14. START TILE 15. 1 FOR LIGHT FIXTURE LOCATION REFER ELECTRICAL DRAWING. 16. 30mm THK. KOTAH STONE SLAB OVER 20mm CEMENT MORTAR BED OF CM 1:4. FLOORING FOR EXACT PRESSURIZATION GRILL SIZES LOCATION REFER HVAC LAYOUT. 17. RISER 20mm THK. KOTAH STONE SLAB OVER 30mm CEMENT MORTAR BED OF CM 1:4. GRANITE THRESHOLD THIS DRAWING SHALL BE READ ALONG WITH DRAWING NO. GHAIL-LNT-W-PTB-A-80-5273, 5274, 5346 18. ALA SKS JP GS ALA SKS JP GS 1 ISSUED AS GOOD FOR CONSTRUCTION 20.04.2022 22.04.2022 25.04.2022 26.04.2022 NOTE 1.FOR STEEL STAIRCASE DETAIL REFER STRUCTURAL DRAWING NO: GHIAL-LNT-W-PTB-S-40-0948 2. FOR ACP CLADDING SUBSTRUCTURE DETAIL DRAWING NO: GHIAL-LNT-Q-PTB-S-42-0130 FLOOR PLANS AIRPORT COMPLEX 1 A1

18. ALA SKS JP GS ALA SKS JP GS 1 ISSUED AS GOOD FOR CONSTRUCTION 20.04.2022 22.04.2022 25.04.2022 26.04.2022 NOTE 1.FOR STEEL STAIRCASE DETAIL REFER STRUCTURAL DRAWING NO: GHIAL-LNT-W-PTB-S-40-0948 2. FOR ACP CLADDING SUBSTRUCTURE DETAIL DRAWING NO: GHIAL-LNT-Q-PTB-S-42-0130 H 38 E FHC-2 SL-25 SH-76a SH-2 200 1135 200 1865 200 2000 8200 3300 80 81 82 83 84 85 86 87 TREAD:300mm RISER:147.05mm TREAD:300mm RISER:147.05mm PR-FS-02 9000 39 P8 P8 P8 P2 P2 P2 P2 5235 (300 X TREAD) R2000 R2000 3000 FHC PROTECTED CORRIDOR 2400 2500 2030 2420 3450 2100 2200 78 89 90 91 92 93 +8.676m FLL LANDING 10 LANDING 11 +10.00m FLL 5273 PART PLAN LANDING @ +10.00m FFL 1:50 01 450 3100 01 5346 750 77 1500 150 1500 150 1000 2400 750 ELEVATOR DETAILS REFER VENDOR SHOP DWG. 600 4300 FIRE LOBBY(seen below) +7.50m FFL LEVEL E 200 385 200 START TILE 1 START TILE 1 200 600 +7.50m FFL LEVEL E 88 79 350 300 UP LIGHT FIXTURE DETAILS REFER ELECTRICAL DRAWINGS (TYP) DN eq. eq. eq. eq. 2000 2000 MS-5 5274 RCC COLUMN CLADDING DETAIL- REFER SEPERATE ARCHITECTURAL DRAWING 120 400 485 300 200 375 200 PRESSURIZATION GRILL (REFER HVAC DRAWINGS) H 38 E SH-2 SH-25 39 104 103 102 101 99 98 100 95 PR-FS-02 9000 9000 FHC-2 FHC 200 1135 200 1865 200 2000 200 8200 F-FS-07-FD7 P P2 P2 P2 P2 P2 LIGHT INDICATIVE REFER SEPERATE ELEC.DRAWINGS 107 108 (300 7 TREAD) F-22-FD4 COMMS 3300 TREAD:300mm RISER:150mm F-24-FD7a F-24-FD7 200 2100 2200 4050 2200 750 2140 2100 109 110 111 112 LANDING 12 +11.323m FLL TREAD:300mm RISER:147.05mm +12.5m FFL LEVEL F +12.5m FFL 5273 PART PLAN LEVEL F @ +12.5m FFL 1:50 02 01 5346 LEVEL F +12.50m FFL 96 113 2400 ELEVATOR DETAILS REFER VENDOR SHOP DWG. 1500 150 1500 150 1000 950 900 100 START TILE START TILE 200 2110 200 385 200 1000 1000 150 1000 1000 97 F-FS-07-SD2$ 200 350 3000 350 F-FS-07-SD4$ UP eq. eq. eq. eq. DN MS-5 5274 RCC COLUMN CLADDING DETAIL- REFER SEPERATE ARCHITECTURAL DRAWING TO DETAIL H 38 E 1050mm HIGH, 42.4mm DIA M.S HANDRAIL 154 TREAD:300mm RISER:150mm TREAD:300mm RISER:150mm 143 144 145 149 146 147 148 LANDING 17 150 151 152 LANDING 16 141 ‎2140 ‎2550 3060 200 3450 5250 1000 550 1000 2550 39 TERRACE 9185 9000 5273 PART PLAN LANDING @ 19.70mFFL 1:50 04 +19.70m FFL 01 5346 142 +17.90m FFL 155 156 157 STEEL STAIRCASE DETAILS REFER STRUCTURAL DWG. 158 159 ‎2140 2805 (255 X 11 TREADS 500 700 1115 1700 1255 5560 1390 1335 153 140 139 138 137 HANDRAIL TO DETAIL UP DN STAIRCASE SEEN BELOW STAIRCASE SEEN BELOW 8225 ACP CLADDING AS PER DETAIL 1000 MS-5 5274 RCC COLUMN CLADDING DETAIL- REFER SEPERATE ARCHITECTURAL DRAWING 875 1500 1500 870 1200 1500 500 1500 1500 1200 870 1500 1500 1500 930 300 300 3325 40 8330 5715 1200 350 +18.95m FFL +18.95m FFL +18.95m FFL +18.95m FFL 1500 630 1500 1500 1500 1500 38 H E 39 111 112 116 LANDING 13 (300x10 TREAD) 4450 PR-FS-02 P 123 124 125 126 128 129 130 131 133 106 107 108 109 110 7665 119 120 121 122 LANDING 14 TREAD:300mm RISER:150mm TREAD:300mm RISER:150mm 127 TREAD:300mm RISER:150mm 115 134 2475 2200 2100 2475 +14.150m FFL +14.450m FFL LANDING 15 +16.100m FFL 5273 PART PLAN LANDING @ 16.100mFFL 1:50 03 450 3000 01 5346 117 +12.50m FFL LEVEL F STAIRCASE SEEN BELOW STEEL STAIRCASE DETAILS REFER STRUCTURAL DWG. HANDRAIL START TILE 100 130 2000 3350 1000 4600 350 3000 135 136 132 P2 105 114 118 SHAFTS CLOSED AT +17.45M LVL. UP DN RC SLAB EDGE @ 16.050 TOC 260 5065 ACP CLADDING AS PER DETAIL MS-5 5274 RCC COLUMN CLADDING DETAIL- REFER SEPERATE ARCHITECTURAL DRAWING 665 3000 N W01W02 29 30 34 35 41 42 47 BUILDING KEYPLAN (NOT NO SCALE) P-FS-07 PRELIMINARY TENDER INFORMATION APPROVAL CONSTRUCTION RELEASED FOR DRAWING No. SIZE REV DSGN DRWN CHKD APPD NAME SIGN DATE SCALE PROJECTION TITLE: JOB No SECTION/ ELEVATION MARKING DRAWING NUMBER FIRST ANGLE SHEET: ELV SYSTEM ELECTRICAL CIVIL & STRUCTURAL ARCHITECTURE CHECKED BY SIGN DATE HVAC FPS PIPING PHE CHECKED BY SIGN DATE GIS GEOTECH. CHECKED BY SIGN DATE REVISIONS APPROVED CHECKED DRAWN DESIGNED DESCRIPTION REV.NO. This drawing is the property of L&T Construction ,B&F-EDRC and must not be passed on to any person or body not authorised by us to receive it nor be copied or otherwise made use either in full or in part by such person or body without our prior permission in writing. H G F E D C B A H G F E D B A 12 11 10 8 7 6 5 4 3 2 1 12 11 10 9 8 7 6 5 4 3 2 1 C A1 SUPPLIER/ CONTRACTOR PROJECT: CLIENT CONCEPT PROJECT CONSULTANT: Engineering Design and Research Center (EDRC), L&T Construction Buildings & Factories O18151 EXPANSION OF RAJIV GANDHI INTERNATIONAL AIRPORT GMR HYDERABAD INTERNATIONAL AIRPORT LIMITED. GHIAL-LNT-W-PTB-A-80-5273 05.03.2020 10.02.2020 10.02.2020 10.02.2020 ALA SKS JP GS EXPANSION OF RAJIV GANDHI INTERNATIONAL AIRPORT: O18151 1:50 1 OF 05.03.2020 10.02.2020 10.02.2020 10.02.2020 JP GS SKS ALA ISSUED AS GOOD FOR CONSTRUCTION WEST PROCESSOR STAIRCASE P-FS-07 PART PLANS Larsen & Toubro Limited, Construction, Buildings & Factories P2 200MM THK 2-HRS RATED WALL UP TO SOFFIT OF SLAB SHAFT LEGEND FHC FIRE HOSE CABINET SP SHAFT FOR PLUMBING SH SHAFT FOR HVAC SL SHAFT FOR ELV SE SHAFT FOR ELECTRICAL RC.WALL /COLUMN/ SLAB /BEAM 200mm THICK BLOCK WORK UPTO SLAB SOFFIT SPECIFICATIONS WALL TYPE LEGEND TYPE-1 SIDE FIXING HANDRAIL TYPE-2 WALL FIXING HANDRAIL TREAD 30mm THK. MACHINE CUT & MACHINE POLISHED KOTAH STONE SLAB TREAD WITH ROUNDED NOSING AND 3 NOS. ANTISKID GROOVE OVER 20mm THK. CEMENT MORTAR BED IN CM 1:4 20mm THK. MACHINE CUT & MACHINE POLISHED KOTAH STONE SLAB LAID OVER 20mm THK. CEMENT MORTAR BED IN CM 1:4 SKIRTING 20mm THK.150mm HIGH FROM FFL KOTAH STONE SKIRTING LAID OVER 20mm THK.CEMENT MORTAR BED IN CM 1:4 ALL DIMENSIONS ARE IN MILLIMETRE AND LEVELS ARE IN METRE. FFL INDICATES FINISHED FLOOR LEVEL TOC TOP OF CONCRETE FHC FIRE HOSE CABINET FRL FINISHED ROAD LEVEL FOR DOORS/WINDOWS & LOUVERS SCHEDULE DETAILS, REFER SEPARATE DRAWINGS. NO PLASTERING IS REQUIRED FOR RC WALLS AND CEILINGS. ONLY DRESSING PLASTER AND PATCH PUTTY IS REQUIRED FOR CORRECTING SURFACE UNDULATIONS. ALL THRESHOLD LOCATION SHALL BE GIVEN ALONG WITH FLOOR PLAN 12. FOR FINISHING DETAIL REFER FINISHING MATRIX 9. 10. 11. FOR FIXTURES & OPENING DETAILS, REFER RELEVANT DRAWINGS. FLL INDICATES FINISHED LANDING LEVEL FDL FINISHED DROP OFF LVL OP OPENING FPL INDICATES FINISHED PAVEMENT LEVEL 1. 2. 3. 4. 5. THIS DRAWING IS TO BE READ AND NOT TO BE SCALED 6. 7. 8. ALL DIMENSIONS SHALL BE VERIFIED ON SITE PRIOR TO START OF WORK, ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF THE ARCHITECT. 13. FOR BLOCK WALL,200mm THK DOOR SHOULDER TO BE MAINTAINED IF NOT SPECIFIED +0.000 LVL CORRESPONDS TO +607.000MSL FOR SITE & BUILDING SETTING OUT PLAN, REFER DRG NO: GHIAL-LNT-P-PTB-A-00-0004&0003 RESPECTIVELY FOR BUIDING ELEVATIONS,REFER DRG NOS.20-2000,20001&2002 SS GRADE OF 304 HAS TO BE USED FOR STEEL SECTIONS. 14. START TILE 15. FOR LIGHT FIXTURE LOCATION REFER ELECTRICAL DRAWING. 16. 30mm THK. KOTAH STONE SLAB OVER 20mm CEMENT MORTAR BED OF CM 1:4. FLOORING FOR EXACT PRESSURIZATION GRILL SIZES & LOCATION REFER HVAC LAYOUT. 17. RISER 20mm THK. KOTAH STONE SLAB OVER 30mm CEMENT MORTAR BED OF CM 1:4. GRANITE THRESHOLD THIS DRAWING SHALL BE READ ALONG WITH DRAWING NO. GHAIL-LNT-W-PTB-A-80-5272, 5274, 5346 18. ALA SKS JP GS ALA SKS JP GS 1 ISSUED AS GOOD FOR CONSTRUCTION 20.04.2022 22.04.2022 25.04.2022 26.04.2022 NOTE STEEL STAIRCASE DETAIL REFER STRUCTURAL DRAWING NO: GHIAL-LNT-W-PTB-S-40-0948 2. FOR ACP CLADDING SUBSTRUCTURE DETAIL DRAWING NO: GHIAL-LNT-Q-PTB-S-42-0130 FLOOR PLANS AIRPORT COMPLEX 2 A1

GHAIL-LNT-W-PTB-A-80-5272, 5274, 5346

18. PRELIMINARY TENDER INFORMATION APPROVAL CONSTRUCTION RELEASED FOR DRAWING No. SIZE REV DSGN DRWN CHKD APPD NAME SIGN DATE SCALE PROJECTION TITLE: JOB No SECTION/ ELEVATION MARKING DRAWING NUMBER FIRST ANGLE SHEET: ELV SYSTEM ELECTRICAL CIVIL & STRUCTURAL ARCHITECTURE CHECKED BY DATE HVAC FPS PIPING PHE CHECKED BY DATE GIS GEOTECH. CHECKED BY SIGN DATE REVISIONS APPROVED CHECKED DRAWN DESIGNED DESCRIPTION REV.NO. This drawing is the property of L&T Construction ,B&F-EDRC and must not be passed on to any person or body not authorised by us to receive it nor be copied or otherwise made use either in full or in part by such person or body without our prior permission in writing. H G F E D C B A H G F E D B A 12 11 10 9 8 7 5 4 3 2 1 12 11 10 9 8 7 6 5 3 2 1 C A1 SUPPLIER/ CONTRACTOR PROJECT: CLIENT : CONCEPT PROJECT CONSULTANT: Engineering Design and Research Center (EDRC), L&T Construction - Buildings & Factories O18151 - EXPANSION OF RAJIV GANDHI INTERNATIONAL AIRPORT GMR HYDERABAD INTERNATIONAL AIRPORT LIMITED. GHIAL-LNT-W-PTB-A-80-5274 05.03.2020 10.02.2020 10.02.2020 10.02.2020 ALA SKS JP GS EXPANSION OF RAJIV GANDHI INTERNATIONAL AIRPORT: O18151 1:50 1 OF 4 05.03.2020 10.02.2020 10.02.2020 10.02.2020 JP GS SKS ALA 0 ISSUED AS GOOD FOR CONSTRUCTION WEST PROCESSOR STAIRCASE P-FS-07 PLANS & SECTIONS Larsen & Toubro Limited, Construction, Buildings & Factories ALA SKS JP GS ALA SKS JP GS 1 ISSUED AS GOOD FOR CONSTRUCTION 20.04.2022 22.04.2022 25.04.2022 26.04.2022 NOTE 1.FOR STEEL STAIRCASE DETAIL REFER STRUCTURAL DRAWING NO: GHIAL-LNT-W-PTB-S-40-0948 2. FOR ACP CLADDING SUBSTRUCTURE DETAIL DRAWING NO: GHIAL-LNT-Q-PTB-S-42-0130 N W01W02 Ab Aa 33 34 38 39 40 45 46 38 E LANDING 18 TREAD300 mm RISER150 mm 42.4mm DIA M S HANDRAIL TO DETAIL TREAD300 mm RISER150 mm 255 X 12TREAD LANDING 19 ‎2140 3060 166 167 168 169 171 170 172 173 174 175 176 1000 550 1000 2550 21.500 FFL 23.300 FFL 164 163 162 183 178 179 180 181 182 1500 1215 01 5346 177 161 165 39 DN UP 3000 2655 5274 PART PLAN LANDING @ 23.30mFFL 1:50 01 WALL UPTO 19.50m JOINT TO BE MATCHED WITH FACADE 8225 5375 3780 ACP CLADDING AS PER DETAIL 5560 1340 1000 MS-5 5274 1635 1225 1470 1225 1470 FACADE SUPPORT STEEL POST 255 X 12TREAD E TREAD300 mm RISER150 mm 5370 LANDING 21 LANDING 20 1050mm HIGH42.4 mm DIA M S HANDRAIL TO DETAIL 1200X1200mm 190 191 192 193 194 195 196 197 198 199 200 178 179 180 181 182 183 184 185 186 187 188 1000 550 1000 2550 25.100+FFL 26.90 FFL 900 LADDER ACCESS FOR CATWALK 580 750 750 750 1500 1200 CATWALK EXTENT 5346 38 135 189 177 DN 39 5274 PART PLAN LANDING @ 26.90mFFL 1:50 02 8330 CLADDING UPTO SOFFIT OF RCP CLADDING UPTO SOFFIT OF RCP WALL UPTO 19.50m ACP CLADDING AS PER DETAIL DN MS-5 5274 LANDING AT 29.662m 2300 2480 3060 FACADE SUPPORT STEEL POST 875 2600 5715 SHIP LADDER TO ACCESS ROOF HATCH SHOWN IS INDICATIVE ACTUAL LOCATION DETAILREFER STRUCTURE DWG.) FOR CEILING LAYOUT REFER DWG NO GHIAL-LNT-W-PTB-A50-6002FOR CEILING LAYOUT REFER DWG NO GHIAL-LNT-W-PTB-A50-6002 350 630 1500 370 E. 5272 SECTION-MS_5 1:50 03 +11.324M FFL LANDING 12 +12.5M FFL LEVEL F +14.450M FFL LANDING 14 +16.1M FFL LANDING 15 +17.450M FFL MACHINE ROOM +17.9M FFL LANDING 16 +19.7M FFL LANDING 17 +21.5M FFL LANDING 18 +23.3M FFL LANDING 19 +25.1M FFL LANDING 20 +26.1M FFL ROOF +26.9M FFL LANDING 21 +27.650M FFL ROOF +29.10M FFL FALSE CEILING 1227 1900 1650 1350 450 1800 1800 1800 1800 1000 800 745 1455 SECTION REFER STRUCTURAL DRAWING 1050 HANDRAIL TO DETAIL ROOF PROFILE AS DETAIL REFER SEPARATE DRAWING PROPOSED ROOF EXISTING ROOF ACP CLADDING AS/ DETAIL JOINT TO BE MATCHED WITH FACADE ACP CLADDING AS/ DETAIL JOINT TO BE MATCHED WITH FACADE 128 152 176 200 LIFT WELL +18.950 FFL TOP OF ACP ACP FIXING DETIAL/ SUPPORT SYSTEM REFER SHOP DRAWING P-FS-07 P2 200MM THK 2-HRS RATED WALL UP TO SOFFIT OF SLAB SHAFT LEGEND FHC FIRE HOSE CABINET SP SHAFT FOR PLUMBING SH SHAFT FOR HVAC SL SHAFT FOR ELV SE SHAFT FOR ELECTRICAL RC.WALL /COLUMN/ SLAB /BEAM 200mm THICK BLOCK WORK UPTO SLAB SOFFIT SPECIFICATIONS WALL TYPE LEGEND TYPE-1 SIDE FIXING HANDRAIL TYPE-2 WALL FIXING HANDRAIL TREAD 30mm THK. MACHINE CUT MACHINE POLISHED KOTAH STONE SLAB TREAD WITH ROUNDED NOSING AND 3 NOS. ANTISKID GROOVE OVER 20mm THK. CEMENT MORTAR BED IN CM 1:4 20mm THK. MACHINE CUT MACHINE POLISHED KOTAH STONE SLAB RISER LAID OVER 20mm THK. CEMENT MORTAR BED IN CM 1:4 SKIRTING 20mm THK.150mm HIGH FROM FFL KOTAH STONE SKIRTING LAID OVER 20mm THK.CEMENT MORTAR BED IN CM 1:4 ALL DIMENSIONS ARE IN MILLIMETRE AND LEVELS ARE IN METRE. FFL INDICATES FINISHED FLOOR LEVEL TOC TOP OF CONCRETE FHC FIRE HOSE CABINET FRL FINISHED ROAD LEVEL FOR DOORS/WINDOWS & LOUVERS SCHEDULE DETAILS, REFER SEPARATE DRAWINGS. NO PLASTERING IS REQUIRED FOR RC WALLS AND CEILINGS. ONLY DRESSING PLASTER AND PATCH PUTTY IS REQUIRED FOR CORRECTING SURFACE UNDULATIONS. ALL THRESHOLD LOCATION SHALL BE GIVEN ALONG WITH FLOOR PLAN 12. FOR FINISHING DETAIL REFER FINISHING MATRIX 9. 10. 11. FOR FIXTURES OPENING DETAILS, REFER RELEVANT DRAWINGS. FLL INDICATES FINISHED LANDING LEVEL FDL FINISHED DROP OFF LVL OP OPENING FPL INDICATES FINISHED PAVEMENT LEVEL 1. 2. 3. 4. 5. THIS DRAWING IS TO BE READ AND NOT TO BE SCALED 6. 7. 8. ALL DIMENSIONS SHALL BE VERIFIED ON SITE PRIOR TO START OF WORK, ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF THE ARCHITECT. 13. FOR BLOCK WALL,200mm THK DOOR SHOULDER TO BE MAINTAINED IF NOT SPECIFIED +0.000 LVL CORRESPONDS TO +607.000MSL FOR SITE & BUILDING SETTING OUT PLAN, REFER DRG NO: GHIAL-LNT-P-PTB-A-00-0004&0003 RESPECTIVELY FOR BUIDING ELEVATIONS,REFER DRG NOS.20-2000,20001&2002 SS GRADE OF 304 HAS TO BE USED FOR STEEL SECTIONS. 14. START TILE 15. FOR LIGHT FIXTURE LOCATION REFER ELECTRICAL DRAWING. 16. 30mm THK. KOTAH STONE SLAB OVER 20mm CEMENT MORTAR BED OF CM 1:4. FLOORING FOR EXACT PRESSURIZATION GRILL SIZES & LOCATION REFER HVAC LAYOUT. 17. RISER 20mm THK. KOTAH STONE SLAB OVER 30mm CEMENT MORTAR BED OF CM 1:4. GRANITE THRESHOLD THIS DRAWING SHALL BE READ ALONG WITH DRAWING NO. GHAIL-LNT-W-PTB-A-80-5272,

PRELIMINARY TENDER INFORMATION APPROVAL CONSTRUCTION RELEASED FOR DRAWING No. SIZE REV DSGN DRWN CHKD APPD NAME SIGN DATE SCALE PROJECTION TITLE: JOB No : SECTION/ ELEVATION MARKING DRAWING NUMBER FIRST ANGLE SHEET: ELV SYSTEM ELECTRICAL CIVIL & STRUCTURAL ARCHITECTURE CHECKED BY SIGN DATE HVAC FPS PIPING PHE CHECKED BY SIGN DATE GIS GEOTECH. CHECKED BY SIGN DATE REVISIONS APPROVED CHECKED DRAWN DESIGNED DESCRIPTION REV.NO. This drawing is the property of L&T Construction ,B&F-EDRC and must not be passed on to any person or body not authorised by us to receive it nor be copied or otherwise made use either in full or in part by such person or body without our prior permission in writing. H G F E D C B A H G F E D B A 12 11 10 9 8 7 6 5 4 2 C A1 SUPPLIER/ CONTRACTOR PROJECT: CLIENT CONCEPT PROJECT CONSULTANT: Engineering Design and Research Center (EDRC), L&T Construction Buildings & Factories O18151 EXPANSION OF RAJIV GANDHI INTERNATIONAL AIRPORT GMR HYDERABAD INTERNATIONAL AIRPORT LIMITED. Mechanical, Electrical, Civil, Structural, Geotechnical GHIAL-LNT-W-PTB-A-80-5274 05.03.2020 10.02.2020 10.02.2020 10.02.2020 ALA SKS JP GS EXPANSION OF RAJIV GANDHI INTERNATIONAL AIRPORT: O18151 1:50 1 2 OF 05.03.2020 10.02.2020 10.02.2020 10.02.2020 JP GS SKS ALA 0 ISSUED AS GOOD FOR CONSTRUCTION WEST PROCESSOR STAIRCASE P-FS-07 PLANS & SECTIONS Larsen & Toubro Limited, Construction, Buildings & Factories ALA SKS JP GS ALA SKS JP GS ISSUED AS GOOD FOR CONSTRUCTION 20.04.2022 22.04.2022 25.04.2022 26.04.2022 NOTE 1.FOR STEEL STAIRCASE DETAIL REFER STRUCTURAL DRAWING NO: GHIAL-LNT-W-PTB-S-40-0948 2. FOR ACP CLADDING SUBSTRUCTURE DETAIL DRAWING NO: GHIAL-LNT-Q-PTB-S-42-0130 FLOOR PLANS AND SECTION AIRPORT COMPLEX 3 A1

GHAIL-LNT-W-PTB-A-80-5272, 5273, 5346

5273, 5346 18.

LANDING 12 11.324 mFFL LEVEL 12.500 mFFL

P8 P8

X 9 RISERS)

99 101 103 104 LANDING 13

mFFL 109 111 113 81 83 85 87 78 96 89 91 93 73 75 2220 1175 1325 1325 1175 107 2200 2545 2350 2550

1650

5272 SECTION 01 1:50 01

PRESSURIZATION GRILLE REFER HVAC DWG 70

2420 HANDRAIL (TYPE -2) HANDRAIL (TYPE -2) HANDRAIL (TYPE -2) HANDRAIL (TYPE -2) HANDRAIL (TYPE -2) RC SLAB (REFER STRUCTURAL DRAWING FOR DETAILS) 30mm THK. GRANITE STONE SLAB FLOORING (TYP.) 30mm THK. GRANITE STONE SLAB FLOORING (TYP.) 150 (typ.) 150 (typ.) 150 (typ.) 150 (typ.) 150 (typ.) 150 (typ.) 150 (typ.) 147.1 (typ.) 147.1 (typ.) 147.1 (typ.) 147.1 (typ.) 150 (typ.) EXISTING RETAINING WALL RW BASE SLAB REFER STRUCTURE DWG FOR DETAILS LVL +0.600m FFL 16.100 mFFL LANDING 15 1650 300 128 131 133 135 137 STRINGER BEAM REFER STRUTURE DRAWING LANDING 14 14.450 mFFL (150 X 2 RISERS) (150 X 11 RISERS) 119 121 123 125 127 117 MACHINE ROOM 17.450 mTOC J 71 79 97 105 129 PRESSURIZATION GRILLE REFER HVAC DWG PRESSURIZATION GRILLE REFER HVAC DWG 16.200 mFFL LANDING 15 LANDING 14 14.550 mFFL LEVEL F 12.290 mFFL LANDING 12 11.121 mFFL LANDING 11 9.797 mFFL LANDING 10 8.473 mFFL LEVEL E 7.500 mFFL LANDING-9 5.850 mFFL LANDING-7 3.900 mFFL LANDING-6 +2.700m FLL LANDING-4 +1.350m FFL LANDING-3 -0.150m FFL LANDING-1 -1.350m FFL PRESSURE RELIEF DAMPER BELOW SOFFIT OF BEAM REFER HVAC DWG FOR DIMENSIONS FIRE WALL RC SLAB REFER STRUCTURE DWG FOR DETAILS ACP CLADDING 38 LANDING 15 16.100 mFFL 1800 1800 1800 1800 1800 1800 1650 300 ROOF HATCH 39 128 131 133 135 140 137 143 145 147 149 151 152 155 157 159 164 161 167 169 171 173 175 176 179 181 183 185 188 191 193 195 197 199 200 (150 X 11 RISERS) ACCESS HATCH TO DETAIL STRINGER BEAM REFER STRUTURE DRAWING STRINGER BEAM REFER STRINGER BEAM REFER STRUCTURE DRAWING STEEL BEAM REFER STRUCTURE DRAWING STEEL BEAM REFER STRUCTURE DRAWING STEEL BEAM REFER STRUCTURE DRAWING LANDING 13 14.150 mFFL LANDING 14 14.450 mFFL (150 X 2 RISERS) (150 X 11 RISERS) LANDING 16 17.90 mFFL LANDING 17 19.700 mFFL LANDING 18 21.500 mFFL LANDING 19 23.300 mFFL LANDING 20 25.100 mFFL LANDING 21 26.90 mFFL (150 X 12 RISERS) (150 X 12 RISERS) (150 X 12 RISERS) (150 X 12 RISERS) (150 X 12 RISERS) 119 121 123 125 127 117 2200 STRUCTURE DRAWING TO BE DEMOLISHED SHIP LADDER TO ACCESS ROOF HATCH SHOWN IS INDICATIVE (ACTUAL LOCATION DETAIL REFER STRUCTURE DWG.) 5272 CONTINUATION OF SECTION 01 1:50 02 TOILET 16.650 mTOC 129 141 153 165 177 189 FALSE CEILING DETAILS REFER SEPARATE DWG. FALSE CEILING +29.10 m ROOF 26.100mFFL ROOF 27.650mFFL 2550 TRUSS DETAILS REFER SEPARATE DWG. SECTIONS RESTED ON RC WALL TO SUPPORT STEEL STAIRCASE LANDING 21 26.90 mFFL LANDING 20 25.100 mFFL LANDING 19 23.300 mFFL LANDING 18 21.500 mFFL LANDING 17 19.700 mFFL LANDING 16 17.90 mFFL LANDING 15 16.100 mFFL LANDING 14 14.450 mFFL ACP CLADDING SHAFT 875 TOP OF ACP 18.950 mFFL ACP FIXING DETAIL/ SUPPORT SYSTEM REFER SHOP DRAWING N W02W01 31 32 37 38 43 44 BUILDING KEYPLAN (NOT NO SCALE) P-FS-07 PRELIMINARY TENDER INFORMATION APPROVAL CONSTRUCTION DRAWING No. SIZE REV DSGN DRWN CHKD APPD NAME DATE SCALE PROJECTION TITLE: JOB No ELEVATION MARKING DRAWING FIRST ANGLE SHEET: ELV SYSTEM ELECTRICAL CIVIL & STRUCTURAL ARCHITECTURE CHECKED BY DATE HVAC FPS PIPING PHE CHECKED BY DATE GIS GEOTECH. CHECKED BY SIGN DATE REVISIONS APPROVED CHECKED DRAWN DESIGNED DESCRIPTION REV.NO. This drawing is the property of L&T Construction ,B&F-EDRC and must not be passed on to any person or body not authorised by us to receive it nor be copied or otherwise made use either in full or in part by such person or body without our prior permission in writing. H G F E D C B H G F E D B A 12 11 10 9 8 6 4 3 12 11 10 9 8 7 6 5 4 2 C A1 SUPPLIER/ CONTRACTOR PROJECT: CLIENT CONCEPT PROJECT CONSULTANT: Engineering Design and Research Center (EDRC), L&T Construction Buildings & Factories O18151 EXPANSION OF RAJIV GANDHI INTERNATIONAL AIRPORT GMR HYDERABAD INTERNATIONAL AIRPORT LIMITED. Mechanical, Electrical, Civil, Structural, Geotechnical GHIAL-LNT-W-PTB-A-80-5346 05.03.2020 10.02.2020 10.02.2020 10.02.2020 ALA SKS JP GS EXPANSION OF RAJIV GANDHI INTERNATIONAL AIRPORT: O18151 1:50 1 2 OF 05.03.2020 10.02.2020 10.02.2020 10.02.2020 JP GS SKS ALA 0 ISSUED AS GOOD FOR CONSTRUCTION WEST PROCESSOR STAIRCASE P-FS-07 SECTIONS Larsen & Toubro Limited, Construction, Buildings & Factories P2 200MM THK 2-HRS RATED WALL UP TO SOFFIT OF SLAB SHAFT LEGEND FHC FIRE HOSE CABINET SP SHAFT FOR PLUMBING SH SHAFT FOR HVAC SL SHAFT FOR ELV SE SHAFT FOR ELECTRICAL RC.WALL /COLUMN/ SLAB /BEAM 200mm THICK BLOCK WORK UPTO SLAB SOFFIT SPECIFICATIONS WALL TYPE LEGEND TYPE-1 SIDE FIXING HANDRAIL TYPE-2 WALL FIXING HANDRAIL TREAD 30mm THK. MACHINE CUT & MACHINE POLISHED KOTAH STONE SLAB TREAD WITH ROUNDED NOSING AND NOS. ANTISKID GROOVE OVER 20mm THK. CEMENT MORTAR BED IN CM 1:4 20mm THK. MACHINE CUT & MACHINE POLISHED KOTAH STONE SLAB RISER LAID OVER 20mm THK. CEMENT MORTAR BED IN CM 1:4 SKIRTING 20mm THK.150mm HIGH FROM FFL KOTAH STONE SKIRTING LAID OVER 20mm THK.CEMENT MORTAR BED IN CM 1:4 ALL DIMENSIONS ARE IN MILLIMETRE AND LEVELS ARE IN METRE. FFL INDICATES FINISHED FLOOR LEVEL TOC TOP OF CONCRETE FHC FIRE HOSE CABINET FRL FINISHED ROAD LEVEL FOR DOORS/WINDOWS LOUVERS SCHEDULE DETAILS, REFER SEPARATE DRAWINGS. NO PLASTERING IS REQUIRED FOR RC WALLS AND CEILINGS. ONLY DRESSING PLASTER AND PATCH PUTTY IS REQUIRED FOR CORRECTING SURFACE UNDULATIONS. ALL THRESHOLD LOCATION SHALL BE GIVEN ALONG WITH FLOOR PLAN 12. FOR FINISHING DETAIL REFER FINISHING MATRIX 9. 10. 11. FOR

+0.000 LVL

FOR

START

FOR

FIXTURE LOCATION REFER ELECTRICAL

30mm THK. KOTAH STONE SLAB OVER 20mm CEMENT MORTAR BED OF CM 1:4. FLOORING FOR EXACT PRESSURIZATION GRILL SIZES & LOCATION REFER HVAC LAYOUT.

RISER 20mm THK. KOTAH STONE SLAB OVER 30mm CEMENT MORTAR BED OF CM 1:4. GRANITE THRESHOLD THIS DRAWING SHALL BE READ ALONG WITH DRAWING NO.

18. ALA SKS JP GS ISSUED AS GOOD FOR CONSTRUCTION 20.04.2022 22.04.2022 25.04.2022 26.04.2022 ALA SKS JP GS NOTE 1.FOR STEEL STAIRCASE DETAIL REFER STRUCTURAL DRAWING NO: GHIAL-LNT-W-PTB-S-40-0948 2. FOR ACP CLADDING SUBSTRUCTURE DETAIL DRAWING NO: GHIAL-LNT-Q-PTB-S-42-0130 38 LANDING 8 5.550 mFFL LANDING-9 5.850 mFFL 900 1650 (150x11 RISERS) 29 P8 39 (150X6 RISERS) (150 X 7 RISERS) (150 X 8 RISERS) LANDING-7 3.900 mFFL 1 3 11 21 23 25 27 2365 2250 2870 RC SLAB REFER STRUCTURE DWG FOR DETAILS PRESSURIZATION GRILLE REFER HVAC DWG LANDING-1 -1.350m FFL LEVEL B -3.00m FFL 13 2535 300 15 17 19 1500 LANDING-2 -0.450m FFL LANDING-3 -0.150m FFL LANDING-4 +1.350m FFL 31 33 35 1050 1200 300 LANDING-5 +2.400m FLL LANDING-6 +2.700m FLL 38 39 41 43 45 46 47 49 51 53 1650 55 1650 61 65 67 3300 69

P8 P8

99 101 103 104

109 111 113 81 83 85 87 78 96 89 91 93 73 75 2220

107 2200 2545 2350 2550

5272 SECTION 01 1:50 01

PRESSURIZATION GRILLE REFER HVAC DWG 70

2420 HANDRAIL (TYPE -2) HANDRAIL (TYPE -2) HANDRAIL (TYPE -2) HANDRAIL (TYPE -2) HANDRAIL (TYPE -2) RC SLAB (REFER STRUCTURAL DRAWING FOR DETAILS) 30mm THK. GRANITE STONE SLAB FLOORING (TYP.) 30mm THK. GRANITE STONE SLAB FLOORING (TYP.) 150 (typ.) 150 (typ.) 150 (typ.) 150 (typ.) 150 (typ.) 150 (typ.) 150 (typ.) 147.1 (typ.) 147.1 (typ.) 147.1 (typ.) 147.1 (typ.) 150 (typ.) EXISTING RETAINING WALL RW BASE SLAB REFER STRUCTURE DWG FOR DETAILS LVL +0.600m FFL 16.100 mFFL LANDING 15 1650 300 128 131 133 135 137 STRINGER BEAM REFER STRUTURE DRAWING LANDING 14 14.450 mFFL (150 X 2 RISERS) (150 X 11 RISERS) 119 121 123 125 127 117 MACHINE ROOM 17.450 mTOC J 71 79 97 105 129 PRESSURIZATION GRILLE REFER HVAC DWG PRESSURIZATION GRILLE REFER HVAC DWG 16.200 mFFL LANDING 15 LANDING 14 14.550 mFFL LEVEL F 12.290 mFFL LANDING 12 11.121 mFFL LANDING 11 9.797 mFFL LANDING 10 8.473 mFFL LEVEL E 7.500 mFFL LANDING-9 5.850 mFFL LANDING-7 3.900 mFFL LANDING-6 +2.700m FLL LANDING-4 +1.350m FFL LANDING-3 -0.150m FFL LANDING-1 -1.350m FFL PRESSURE RELIEF DAMPER BELOW SOFFIT OF BEAM REFER HVAC DWG FOR DIMENSIONS FIRE WALL RC SLAB REFER STRUCTURE DWG FOR DETAILS ACP CLADDING 38 LANDING 15 16.100 mFFL 1800 1800 1800 1800 1800 1800 1650 300 ROOF HATCH 39 128 131 133 135 140 137 143 145 147 149 151 152 155 157 159 164 161 167 169 171 173 175 176 179 181 183 185 188 191 193 195 197 199 200 (150 X 11 RISERS) ACCESS HATCH TO DETAIL STRINGER BEAM REFER STRUTURE DRAWING STRINGER BEAM REFER STRINGER BEAM REFER STRUCTURE DRAWING STEEL BEAM REFER STRUCTURE DRAWING STEEL BEAM REFER STRUCTURE DRAWING STEEL BEAM REFER STRUCTURE DRAWING LANDING 13 14.150 mFFL LANDING 14 14.450 mFFL (150 X 2 RISERS) (150 X 11 RISERS) LANDING 16 17.90 mFFL LANDING 17 19.700 mFFL LANDING 18 21.500 mFFL LANDING 19 23.300 mFFL LANDING 20 25.100 mFFL LANDING 21 26.90 mFFL (150 X 12 RISERS) (150 X 12 RISERS) (150 X 12 RISERS) (150 X 12 RISERS) (150 X 12 RISERS) 119 121 123 125 127 117 2200 STRUCTURE DRAWING TO BE DEMOLISHED SHIP LADDER TO ACCESS ROOF HATCH SHOWN IS INDICATIVE (ACTUAL LOCATION DETAIL REFER STRUCTURE DWG.) 5272 CONTINUATION OF SECTION 01 1:50 02 TOILET 16.650 mTOC 129 141 153 165 177 189 FALSE CEILING DETAILS REFER SEPARATE DWG. FALSE CEILING +29.10 m ROOF 26.100mFFL ROOF 27.650mFFL 2550 TRUSS DETAILS REFER SEPARATE DWG. SECTIONS RESTED ON RC WALL TO SUPPORT STEEL STAIRCASE LANDING 21 26.90 mFFL LANDING 20 25.100 mFFL LANDING 19 23.300 mFFL LANDING 18 21.500 mFFL LANDING 17 19.700 mFFL LANDING 16 17.90 mFFL LANDING 15 16.100 mFFL LANDING 14 14.450 mFFL ACP CLADDING SHAFT 875 TOP OF ACP 18.950 mFFL ACP FIXING DETAIL/ SUPPORT SYSTEM REFER SHOP DRAWING N W02W01 31 32 37 38 43 44 9000 9000 9000 9000 9000 9000 9000 9000 9000 9000 9000 9000 9000 9000 9000 6000 BUILDING KEYPLAN (NOT NO SCALE) P-FS-07 PRELIMINARY TENDER INFORMATION APPROVAL CONSTRUCTION RELEASED FOR DRAWING No. SIZE REV DSGN DRWN CHKD APPD NAME SIGN DATE SCALE PROJECTION TITLE: JOB No SECTION/ ELEVATION MARKING DRAWING NUMBER FIRST ANGLE SHEET: ELV SYSTEM ELECTRICAL CIVIL & STRUCTURAL ARCHITECTURE CHECKED BY SIGN DATE HVAC FPS PIPING PHE CHECKED BY SIGN DATE GIS GEOTECH. CHECKED BY SIGN DATE REVISIONS APPROVED CHECKED DRAWN DESIGNED DESCRIPTION REV.NO. This drawing is the property of L&T Construction ,B&F-EDRC and must not be passed on to any person or body not authorised by us to receive it nor be copied or otherwise made use either in full or in part by such person or body without our prior permission in writing. H G F E D C B A H G F E D B A 12 11 10 9 8 7 6 5 4 2 C A1 SUPPLIER/ CONTRACTOR PROJECT: CLIENT CONCEPT PROJECT CONSULTANT: Engineering Design and Research Center (EDRC), L&T Construction Buildings & Factories O18151 EXPANSION OF RAJIV GANDHI INTERNATIONAL AIRPORT GMR HYDERABAD INTERNATIONAL AIRPORT LIMITED. Mechanical, Electrical, Civil, Structural, Geotechnical GHIAL-LNT-W-PTB-A-80-5346 05.03.2020 10.02.2020 10.02.2020 10.02.2020 ALA SKS JP GS EXPANSION OF RAJIV GANDHI INTERNATIONAL AIRPORT: O18151 1:50 1 2 OF 05.03.2020 10.02.2020 10.02.2020 10.02.2020 JP GS SKS ALA 0 ISSUED AS GOOD FOR CONSTRUCTION WEST PROCESSOR STAIRCASE P-FS-07 SECTIONS Larsen & Toubro Limited, Construction, Buildings & Factories P2 200MM THK 2-HRS RATED WALL UP TO SOFFIT OF SLAB SHAFT LEGEND FHC FIRE HOSE CABINET SP SHAFT FOR PLUMBING SH SHAFT FOR HVAC SL SHAFT FOR ELV SE SHAFT FOR ELECTRICAL RC.WALL /COLUMN/ SLAB /BEAM 200mm THICK BLOCK WORK UPTO SLAB SOFFIT SPECIFICATIONS WALL TYPE LEGEND TYPE-1 SIDE FIXING HANDRAIL TYPE-2 WALL FIXING HANDRAIL TREAD 30mm THK. MACHINE CUT & MACHINE POLISHED KOTAH STONE SLAB TREAD WITH ROUNDED NOSING AND NOS. ANTISKID GROOVE OVER 20mm THK. CEMENT MORTAR BED IN CM 1:4 20mm THK. MACHINE CUT & MACHINE POLISHED KOTAH STONE SLAB RISER LAID OVER 20mm THK. CEMENT MORTAR BED IN CM 1:4 SKIRTING THK.150mm HIGH FROM FFL KOTAH STONE SKIRTING LAID OVER 20mm THK.CEMENT MORTAR BED IN CM 1:4 ALL DIMENSIONS ARE IN MILLIMETRE AND LEVELS ARE IN METRE. FFL INDICATES FINISHED FLOOR LEVEL TOC TOP OF CONCRETE FHC FIRE HOSE CABINET FRL FINISHED ROAD LEVEL FOR DOORS/WINDOWS LOUVERS SCHEDULE DETAILS, REFER SEPARATE DRAWINGS. NO PLASTERING IS REQUIRED FOR RC WALLS AND CEILINGS. ONLY DRESSING PLASTER AND PATCH PUTTY IS REQUIRED FOR CORRECTING SURFACE UNDULATIONS. ALL THRESHOLD LOCATION SHALL BE GIVEN ALONG WITH FLOOR PLAN 12. FOR FINISHING DETAIL REFER FINISHING MATRIX 9. 10. 11. FOR FIXTURES OPENING DETAILS, REFER RELEVANT DRAWINGS. FLL INDICATES FINISHED LANDING LEVEL FDL FINISHED DROP OFF LVL OP OPENING FPL INDICATES FINISHED PAVEMENT LEVEL 1. 2. 3. 4. 5. THIS DRAWING IS TO BE READ AND NOT TO BE SCALED 6. ALL DIMENSIONS SHALL BE VERIFIED ON SITE PRIOR TO START OF WORK, ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF THE ARCHITECT. 13. FOR BLOCK WALL,200mm THK DOOR SHOULDER TO BE MAINTAINED IF NOT SPECIFIED +0.000 LVL CORRESPONDS TO +607.000MSL FOR SITE & BUILDING SETTING OUT PLAN, REFER DRG NO: GHIAL-LNT-P-PTB-A-00-0004&0003 RESPECTIVELY FOR BUIDING ELEVATIONS,REFER DRG NOS.20-2000,20001&2002 SS GRADE OF 304 HAS TO BE USED FOR STEEL SECTIONS. 14. START TILE 15. 1 FOR LIGHT FIXTURE LOCATION REFER ELECTRICAL DRAWING. 16. 30mm THK. KOTAH STONE SLAB OVER 20mm CEMENT MORTAR BED OF CM 1:4. FLOORING FOR EXACT PRESSURIZATION GRILL SIZES & LOCATION REFER HVAC LAYOUT. 17. RISER 20mm THK. KOTAH STONE SLAB OVER 30mm CEMENT MORTAR BED OF CM 1:4. GRANITE THRESHOLD THIS DRAWING SHALL BE READ ALONG WITH DRAWING NO. GHAIL-LNT-W-PTB-A-80-5272, 5273, 5274 18. ALA SKS JP GS ISSUED AS GOOD FOR CONSTRUCTION 20.04.2022 22.04.2022 25.04.2022 26.04.2022 ALA SKS JP GS NOTE 1.FOR STEEL STAIRCASE DETAIL REFER STRUCTURAL DRAWING NO: GHIAL-LNT-W-PTB-S-40-0948 2. FOR ACP CLADDING SUBSTRUCTURE DETAIL DRAWING NO: GHIAL-LNT-Q-PTB-S-42-0130 SECTIONS AIRPORT COMPLEX 4 A1

11 10.000 mFFL

(147.05 X 8 RISERS)

(147.05

(147.05 X 9 RISERS)

14.150

(147.1 X 8 RISERS)

(150 X 11 RISERS)

300

(150X10 RISERS) (150 X 11 RISERS) (150X 2 RISERS) (150 X 2 RISERS) (150 X 2 RISERS)

FIXTURES OPENING DETAILS, REFER RELEVANT DRAWINGS. FLL INDICATES FINISHED LANDING LEVEL FDL FINISHED DROP OFF LVL OP OPENING FPL INDICATES FINISHED PAVEMENT LEVEL 1. 2. 3. 4.

THIS DRAWING IS TO BE READ AND NOT TO BE SCALED 6. 7. 8. ALL DIMENSIONS SHALL BE VERIFIED ON SITE PRIOR TO START OF WORK, ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF THE ARCHITECT. 13. FOR BLOCK WALL,200mm THK DOOR SHOULDER TO BE MAINTAINED IF NOT SPECIFIED

CORRESPONDS TO +607.000MSL

SITE & BUILDING SETTING OUT PLAN, REFER DRG NO: GHIAL-LNT-P-PTB-A-00-0004&0003 RESPECTIVELY FOR BUIDING ELEVATIONS,REFER DRG NOS.20-2000,20001&2002 SS GRADE OF 304 HAS TO BE USED FOR STEEL SECTIONS. 14.

TILE 15. 1

LIGHT

DRAWING. 16.

17.

GHAIL-LNT-W-PTB-A-80-5272, 5273, 5274

LEVEL 7.500 mFFL LANDING 10 8.676 mFFL LANDING 11 10.000 mFFL LANDING 12 11.324 mFFL LEVEL 12.500 mFFL (147.05 X 8 RISERS)

(147.05 X 9 RISERS) (147.05 X 9 RISERS)

LANDING 13 14.150 mFFL

1175 1325 1325 1175

(147.1 X 8 RISERS) 1650 (150 X 11 RISERS)

(150 X 11 RISERS)

300

(150X10 RISERS) (150 X 11 RISERS) (150X 2 RISERS) (150 X 2 RISERS) (150 X 2 RISERS)

DESCRIPTION

To make a model of a sentry post structure based on given plans and sections

INFERENCE

Working and basic requirements for a sentry post

SENTRY

COMPLEX

POST FOR DEFENCE

PRELIMINARY TENDER INFORMATION APPROVAL CONSTRUCTION RELEASED FOR DRAWING/SHEET No. SIZE REV SCALE PROJECTION ARCHITECT SIGNATURE: SECTION/ ELEVATION MARKING DRAWING NUMBER FIRST ANGLE 1 2 3 4 5 6 7 9 10 11 12 1 2 4 5 6 7 9 10 11 12 A B C D E F G H A B C D E F G H A1 PROJECT TITLE: SHEET TITLE: NIVEDITHA SAKTHIVEL 2018701021 SEMESTER SCHOOL OF ARCHITECTURE AND PLANNING, ANNA UNIVERSITY, CHENNAI 600025 DN DN UP DN 3 A101 1 2 3 5 6 7 8 2200 900 1200 900 4670 3000 2700 1050 900 1050 3000 6 m² TOI 1 3 A101 1 2 3 5 6 7 8 2700 2700 2400 2400 1000 6 m² POST 2 GROUND 0 SENTRY - GF 300 FIRST FLOOR 5100 TOP 8100 1 2 3 3000 4800 300 2030 795 1730 4000 600 1800 1000 1020 Scale Checked by Drawn by Date Project number www.autodesk.com/revit 1 : 100 14-06-2022 08:46:55 Unnamed 0001 SENTRY POST Owner Issue Date Author Checker A101 No.DescriptionDate 1 : 100 GROUND 1 1 : 100 FIRST FLOOR 2 1 : 100 SECTION 1 3 GROUND FLOOR SCALE: 1:100 1 FIRST FLOOR SCALE: 1:100 2 SECTION 3 SCALE: 1:100 3 FLOOR PLANS AND SECTION DEFENCE COMPLEX 1

RELEASED FOR DRAWING/SHEET No. ARCHITECT SIGNATURE: A B C D E F G H GROUND 0 SENTRY - GF 300 FIRST FLOOR 5100 TOP 8100 LANDING 2400 3 A101 5 6 7 8 300 2476 5100 1000 2000 300 8400 847 1320 833 3000 GROUND 0 SENTRY - GF 300 FIRST FLOOR 5100 TOP 8100 LANDING 2400 1 2 3 2100 300 1026 1720 2476 3000 2400 1000 Scale Checked by Drawn by Date Project number www.autodesk.com/revit 1 : 100 14-06-2022 00:50:40 Unnamed 0001 SENTRY POST Owner Issue Date Author Checker A102 No.DescriptionDate 1 : 100 NORTH ELEVATION 1 1 : 100 EAST ELEVATION 2 3D VIEW 3 NORTH ELEVATION SCALE: 1:100 1 EAST ELEVATION SCALE: 1:100 2 3D MODEL VIEW SCALE: 1:100 3 ELEVATIONS AND VIEW DEFENCE COMPLEX 2

3DESCRIPTION

To make model based on given proposal drawings. To model the floor finishes, walla finishes and ceilings for the purpose of preparing BOQ

INFERENCE

Necessary elements to model for a basic first cut BOQ and schedule generation in Autodesk Revit

FACILITY

BUILDING

CENTER FOR OFFICE

TENDER INFORMATION APPROVAL CONSTRUCTION SIZE REV SCALE PROJECTION SECTION/ ELEVATION MARKING DRAWING NUMBER FIRST ANGLE 1 2 1 2 3 4 5 6 7 8 9 10 11 12 A B C D E F G H HVAC FPS PIPING PHE CHECKED BY SIGN DATE SIGN DATE GIS GEOTECH CHECKED BY REVISIONS AIRPORT SYSTEMS VHT NIVEDITHA SAKTHIVEL 2018701021 SEMESTER 8 SCHOOL OF ARCHITECTURE AND PLANNING, ANNA UNIVERSITY, CHENNAI 600025 1 2 3 4 5 6 7 8 9 10 11 12 A B C D E F G H I J K L M N O P Q 21.07 m² COL. 8.06 m² PANTRY 4 15.16 m² ELE 21.32 m² LT COL 6 21.72 m² COL. 40.93 m² MAJ GEN 41.08 m² MAJ GEN 3.76 m² MJT 10 3.96 m² MJT 11 29.67 m² BRIG 12 10.14 m² CT 15 8.66 m² CT 16 3.57 m² CT 27 24.98 m² AHU 28 26.02 m² STORE 29 163.88 m² LIBRARY 30 53.76 m² CRECHE 31 8.83 m² LOBBY 32 3.81 m² CT 33 13.41 m² RECEPTION 66 155.74 m² LOBBY 67 97.03 m² WELFARE CENTER 105 0.71 m² FHC 106 0.70 m² FHC 107 37.16 m² STAIRCASE 115 10.45 m² LIFT LOBBY 120 1 A109 1 A111 2950.00 2550.00 3250.00 5950.00 5900.00 3100.00 2700.00 3000.00 645000 5950.00 4500.00 4400.00 3500.00 7500.00 2070.74 5529.26 2350.00 4500.00 5900.00 6320.00 6840.00 6300.00 2800.00 Scale Checked by Drawn by Date Project number www.autodesk.com/revit 1 200 14-06-2022 09:29:38 FLOOR PLAN 0001 FACILITY CENTER Owner 8.6.2022 NIVEDITHA SAKTHIVEL Checker A101 No.DescriptionDate 1 : 200 GROUND FLOOR 1 GROUND FLOOR SCALE: 1:200 1 FLOOR PLAN OFFICE COMPLEX 1 A3

TENDER INFORMATION APPROVAL CONSTRUCTION SIZE REV SCALE PROJECTION SECTION/ ELEVATION MARKING DRAWING NUMBER FIRST ANGLE 1 2 1 2 A B C D E F G H CHECKED BY SIGN DATE SIGN DATE GIS GEOTECH CHECKED BY REVISIONS AIRPORT SYSTEMS VHT NIVEDITHA SAKTHIVEL 2018701021 SEMESTER 8 SCHOOL OF ARCHITECTURE AND PLANNING, ANNA UNIVERSITY, CHENNAI 600025 1 2 3 4 5 6 7 8 9 10 11 12 A B C D E F G H I J K L M N O P Q 18.04 m² MO EXAM 35 17.79 m² MO EXAM 36 16.50 m² MO EXAM 37 17.01 m² NURSING 38 13.68 m² MO EXAM 39 16.80 m² MO EXAM 40 14.96 m² TREATMENT 41 7.86 m² ULTRA SOUND 42 8.94 m² CLINICAL TEST 43 9.98 m² RECEPTION 44 9.13 m² DETENTION 45 7.89 m² DISPENSARY 46 13.67 m² WAITING 47 21.51 m² STORE 48 18.17 m² DENTAL 49 152.08 m² PATHOLOGY 50 15.85 m² DENTAL 51 16.52 m² DENTAL 52 20.63 m² ELE 53 10.73 m² RECEPTION 54 23.48 m² WAITING 55 225.28 m² LOBBY 56 3.57 m² CT 59 8.66 m² CT 60 10.13 m² CT 61 22.90 m² AHU 65 0.71 m² FHC 109 0.70 m² FHC 110 37.16 m² STAIRCASE 116 2935.00 1 A109 1 A111 Scale Checked by Drawn by Date Project number www.autodesk.com/revit 1 : 200 14-06-2022 09:29:52 FLOOR PLAN 0001 FACILITY CENTER Owner 8.6.2022 NIVEDITHA SAKTHIVEL Checker A102 No.DescriptionDate 1 : 200 FIRST FLOOR 1 FIRST FLOOR SCALE: 1:200 1 FLOOR PLAN OFFICE COMPLEX 2 A3

TENDER INFORMATION APPROVAL CONSTRUCTION SIZE REV SCALE PROJECTION SECTION/ ELEVATION MARKING DRAWING NUMBER FIRST ANGLE 1 2 1 2 A B C D E F G H CHECKED BY SIGN DATE SIGN DATE GIS GEOTECH CHECKED BY REVISIONS AIRPORT SYSTEMS VHT NIVEDITHA SAKTHIVEL 2018701021 SEMESTER 8 SCHOOL OF ARCHITECTURE AND PLANNING, ANNA UNIVERSITY, CHENNAI 600025 1 2 3 4 5 6 7 8 9 10 11 12 A B C D E F G H I J K L M N O P Q 23.03 m² CT 68 17.61 m² CT 73 4.81 m² STORE 77 22.92 m² AHU 78 269.59 m² GYM 79 20.62 m² ELE 80 237.10 m² GYM 81 56.19 m² LOBBY 82 17.22 m² CORRIDOR 83 0.71 m² FHC 111 0.70 m² FHC 112 37.16 m² STAIRCASE 117 1 A109 1 A111 Scale Checked by Drawn by Date Project number www.autodesk.com/revit 1 200 14-06-2022 09:30:02 FLOOR PLAN 0001 FACILITY CENTER Owner 8.6.2022 NIVEDITHA SAKTHIVEL Checker A103 No.DescriptionDate 1 : 200 SECOND FLOOR 1 SECOND FLOOR SCALE: 1:200 1 FLOOR PLAN OFFICE COMPLEX 3 A3

TENDER INFORMATION APPROVAL CONSTRUCTION SIZE REV SCALE PROJECTION SECTION/ ELEVATION MARKING DRAWING NUMBER FIRST ANGLE 1 2 1 2 3 4 5 6 7 8 9 10 11 12 A B C D E F G H CHECKED BY SIGN DATE SIGN DATE GIS GEOTECH CHECKED BY REVISIONS AIRPORT SYSTEMS VHT NIVEDITHA SAKTHIVEL 2018701021 SEMESTER 8 SCHOOL OF ARCHITECTURE AND PLANNING, ANNA UNIVERSITY, CHENNAI 600025 1 2 3 4 5 6 7 8 9 10 11 12 A B C D E F G H I J K L M N O P Q 203.08 m² DINING 84 148.94 m² DINING 85 46.59 m² WASHING 86 83.82 m² KITCHEN 88 21.36 m² AHU 89 20.50 m² ELE 90 35.44 m² LOUNGE 91 37.65 m² CORRIDOR 92 36.33 m² CORRIDOR 93 12.82 m² HANDWASH 94 8.50 m² CT 95 3.57 m² CT 96 1.72 m² CT 97 1.95 m² CT 98 6.60 m² HANDWASH 99 0.71 m² FHC 113 0.70 m² FHC 114 37.16 m² STAIRCASE 118 1 A109 1 A111 Scale Checked by Drawn by Date Project number www.autodesk.com/revit 1 : 200 14-06-2022 09:30:13 FLOOR PLAN 0001 FACILITY CENTER Owner 8.6.2022 NIVEDITHA SAKTHIVEL Checker A104 No.DescriptionDate 1 : 200 THIRD FLOOR 1 THIRD FLOOR SCALE: 1:200 1 FLOOR PLAN OFFICE COMPLEX 4 A3

TENDER INFORMATION APPROVAL CONSTRUCTION SIZE REV SCALE PROJECTION SECTION/ ELEVATION MARKING DRAWING NUMBER FIRST ANGLE 1 2 11 12 1 2 3 4 A B C D E F G H A B HVAC FPS PIPING PHE CHECKED BY SIGN DATE SIGN DATE GIS GEOTECH CHECKED BY REVISIONS AIRPORT SYSTEMS VHT NIVEDITHA SAKTHIVEL 2018701021 SEMESTER 8 SCHOOL OF ARCHITECTURE AND PLANNING, ANNA UNIVERSITY, CHENNAI 600025 www.autodesk.com/revit 3-D VIEWS NIVEDITHA SAKTHIVEL NORTH VIEW NORTH VIEW 1 3-D VIEWS Owner No.DescriptionDate SOUTH VIEW 1 SOUTH VIEW 2 3D VIEWS OFFICE COMPLEX 9 A3

3829

wall sq.m 1832.15 1824.36 7.79

Wet wall sq.m 2079.04 1902.17 176.87

Cement plaster sq.m 511.74 516.92 -5.1785

OBD sq.m 2845.88 3086.71 -240.83

Plastic emulsion sq.m 1919.71 2183 -263.29

Acrylic emulsion sq.m 236.92 241.29 -4.37

texture paint sq.m 340.19 343.92 -3.73 f Ceramic tiles dado sq.m 1549.26 1544.62 4.64 g Granite cladding sq.m 231.03 239.17 -8.14 cement plaster h Veneer panelling sq.m 280.71 277.75 3.0 cement plaster

The BOQ attached here is done by comparing the quantities generated by the model (Revit) and manually calculating the quantities using Autocad plans. Both the workings must be tallied before producing the final BOQ and can have slight variations. BOQ OFFCIE COMPLEX

Wooden moulding rm. 46.37 major general and brigadier room Food grade epoxy (water tanks int) sq.m 178.52 180.45 -1.93

TOTAL 7628.5915 8096.91

2 EXTERNAL a Texture paint sq.m 1623.71 1614.96 8.75 b Granite cladding sq.m 2075.79 2084.8 -9.01

c Dhaulpur red stone sq.m 386.1 396.63 -10.53 d GRC 4 (3X4) Nos. 6 6 0 e GRC 5 (4X4) Nos. 8 8 0

f GRC 6 Nos. 42 42 0 g Stripped GRC 5 - 1.75m X 4.1m ( type 1) Nos. 17 17 0 h Stripped GRC 5 - 3.5m X 4.4m ( type 2 ) Nos. 14 14 0

IV FLOORING

1 FLOOR FINISH a Vitrified tiles (1200mm x 600mm) sq.m 997.06 975.86 21.2 b Vitrified tiles (600mm x 600mm) sq.m 459.22 460.25 -1.03 c Anti skid vitrified tiles sq.m 266.16 266.45 -0.29 d Matte Anti skid vitrified tiles sq.m 239.9 248.22 -8.32 e Engineered marble sq.m 112.91 112.92 -0.01 f Granite sq.m 501.53 523.89 -22.36 g Kota sq.m 341.4 339.75 1.65 h Rubberised PVC flooring sq.m 559.82 560.11 -0.29 Terrace finish (Heat reflecting tile) sq.m 1194.89 1202.56 -7.67 TOTAL SCREED 2971.94 45MM SCREED 955.84 60MM SCREED 2016.1

PRELIMINARY TENDER INFORMATION APPROVAL CONSTRUCTION RELEASED FOR DRAWING/SHEET No. SIZE REV SCALE PROJECTION ARCHITECT SIGNATURE: SECTION/ ELEVATION MARKING DRAWING NUMBER FIRST ANGLE 1 2 3 4 5 6 7 9 10 11 12 1 2 4 5 6 7 9 10 11 12 A B C D E F G H A B C D E F G H A1 PROJECT TITLE: SHEET TITLE: NIVEDITHA SAKTHIVEL 2018701021 SEMESTER SCHOOL OF ARCHITECTURE AND PLANNING, ANNA UNIVERSITY, CHENNAI 600025 QUANTITY SUMMARY OF FACILITY CENTER S.NO. DESCRIPTION UNIT MANUAL MODEL DIFFERENCE NOTES/REMARKS TOTAL BUILTUP AREA 3610.26 I MASONRY WORK 1 ACC BLOCK WORK a 200mm thick wall cu.m 643.07 697.34 54.27 INTERNAL 238.82 EXTERNAL 404.24 b 100mm thick wall - INTERNAL sq.m 773.25 868.14 -94.89 2 BRICK WALL - INTERNAL a 230mm thick wall cu.m 228.95 225.09 3.86 b 115mm thick wall sq.m

II WALL PLASTER 1 Internal gypsum plaster sq.m 7103.28 3274.28

III

292.53 291.74 0.79

Exterior

Interior

WALL FINISH

INTERNAL

Internal

THAL SENA BHAVAN ARCHITECTURAL QUANTITY SUMMARY - FACILITY BUILDING

TOTAL 4672.89 4690.01 2 SKIRTING a Vitrified tiles rm 669.28 b Kota rm 216.13 c Engg. Marble rm 73.71 d Terrace skirting rm 524.51

PRELIMINARY TENDER INFORMATION APPROVAL CONSTRUCTION RELEASED FOR DRAWING/SHEET No. SIZE REV SCALE PROJECTION ARCHITECT SIGNATURE: SECTION/ ELEVATION MARKING DRAWING NUMBER FIRST ANGLE 1 2 3 4 5 6 7 9 10 11 12 1 2 4 5 6 7 9 10 11 12 A B C D E F G H A B C D E F G H A1 PROJECT TITLE: SHEET TITLE: NIVEDITHA SAKTHIVEL 2018701021 SEMESTER SCHOOL OF ARCHITECTURE AND PLANNING, ANNA UNIVERSITY, CHENNAI 600025 BOQ OFFCIE COMPLEX 11

4DESCRIPTION

To render the given plans in Photoshop with proper and uniform color coding. Collaborate on making the schedule for the same.

INFERENCE

Plan rendering based on color coding as specified and collaboration for a single project.

MULTISTOREY

OFFICE BUILDING

PRELIMINARY TENDER INFORMATION APPROVAL CONSTRUCTION RELEASED FOR DRAWING/SHEET No. SIZE REV SCALE PROJECTION ARCHITECT SIGNATURE: SECTION/ ELEVATION MARKING DRAWING NUMBER FIRST ANGLE 1 2 3 4 5 6 7 9 10 11 12 1 2 4 5 6 7 9 10 11 12 A B C D E F G H A B C D E F G H A1 PROJECT TITLE: SHEET TITLE: NIVEDITHA SAKTHIVEL 2018701021 SEMESTER SCHOOL OF ARCHITECTURE AND PLANNING, ANNA UNIVERSITY, CHENNAI 600025 PLAN RENDER OFFCIE COMPLEX 1

2541.02 2541.04 3 F03 KOTA STONE SQ.M 14795.50 14346.34 4 F07 ITALIAN MARBLE AS APPROVED SAMPLE SQ.M 2327.39 2327.39 5 F09 RAISED FLOORING AS APPROVED SAMPLE SQ.M 758.19 758.19 6 F10 WOODEN FLOORING AS APPVD SAMPLE SQ.M 2539.65 2539.63 7 F13 ENGINEERED STONE AS APPVD SAMPLE SQ.M 5779.46 5779.48

F14 1200x600 VT TILES WITH 100mm SKIRTING SQ.M 43127.78 43127.79

9 F06 - GRANITE FLOORING SQ.M 2020.36 2020.37

10 CARPET FLOORING SQ.M 1534.60 1534.60

11 HEAT REFLECTING TILE SQ.M 1625.57

12 PARKING FLOORING VDF SQ.M 7689.00

13 TERRACE TANK FLOORING SQ.M 196.40 14 KOTA STONE (SENTRY POST) SQ.M 64.00

114999.19

4 CEILING

1 GYPSUM BOARD CEILING

SQ.M 57829.56 57826.47

2 MINERAL FIBRE GRID CEILING SQ.M 12386.78 12390.94

GYPSUM BOARD CEILING WITH WOODEN CORNICES SQ.M 6443.926443.94

4 OBD SQ.M 20128.64 15879.49

METAL BAFFLE CEILING GYPSUM BOARD AT THE BACK SQ.M 4902.954904.67 6 WATER PROOF GYPSUM BOARD CEILING SQ.M 2183.63 2183.66 7 POP CEILING WITH WOODEN & POP MOULDINGS & CORNICES SQ.M 4129.984144.73 8 CALCIUM SILICATE BOARD/WATER PROOF GYPSUM BOARD SQ.M 41.4280.65 9 GYPSUM BOARD CEILING -VERTICAL SQ.M 2186.32 10 PLASTIC EMULSION PAINT SQ.M 449.20 11 PARKING CEILING - OBD SQ.M 9603.68 12 PLASTIC EMULSION PAINT SQ.M 1474.80 121760.87 5 INTERNAL WALL FINISH 1 CERAMIC TILE SQ.M14380.261 2 OBD SQ.M72566.804 3 ENGINEERED MARBLE CLADDING SQ.M 3295.59 4 GROOVES IN PLASTER WITH TEXTURE PAINT SQ.M 6289.018 5 COMBINATION OF WOODEN VENEER WALL PANELING SQ.M8125.9344 6 WOODEN MOULDING RM 6609.49 TOILET

ITALIAN MARBLE CLADDING SQ.M 4543.546 2271.773 8 PLASTIC EMULSION PAINT SQ.M66150.6296 9 PLASTIC EMULSION PAINT ABOVE GYPSUM SQ.M 9894.96

WOODEN VENEER PANELING GROOVES IN PLASTERSQ.M 4309.68

3M GRAPHIC FILM SQ.M 580.74

PRELIMINARY TENDER INFORMATION APPROVAL CONSTRUCTION RELEASED FOR DRAWING/SHEET No. SIZE REV SCALE PROJECTION ARCHITECT SIGNATURE: SECTION/ ELEVATION MARKING DRAWING NUMBER FIRST ANGLE 1 2

6 7 9 10 11 12 1 2 4 5 6 7 9 10 11 12 A B C D E F G H A B C D E F G H A1 PROJECT TITLE: SHEET TITLE: NIVEDITHA SAKTHIVEL 2018701021 SEMESTER SCHOOL OF ARCHITECTURE AND PLANNING, ANNA UNIVERSITY, CHENNAI 600025 3 FLOORING

3 4 5

1 F01 1200X600 mm VT TILE WITH 100mm SKIRTING SQ.M 30260.67 28790.02 2 F02 600X600mm ANTISKID MATT VT TILE WITH 100mm SKIRTING SQ.M

Sl. No. Description of Work Unit CAD QTYMODEL QTY Sensitivity: LNT Construction Internal Use PART QUANTITY SUMMARY Done in collaboration with colleagues for multiple level checking and better accuracy BOQ OFFCIE COMPLEX 2

DESCRIPTION

INFERENCE

model a STP based on given plans

SEWAGE

Levels required in a STP

TREATMENT PLANT (TENDER) 5

PRELIMINARY TENDER INFORMATION APPROVAL CONSTRUCTION RELEASED FOR DRAWING/SHEET No. SIZE REV SCALE PROJECTION ARCHITECT SIGNATURE: SECTION/ ELEVATION MARKING DRAWING NUMBER FIRST ANGLE 1 2 3 4 5 6 7 9 10 11 12 1 2 4 5 6 7 9 10 11 12 A B C D E F G H A B C D E F G H A1 PROJECT TITLE: SHEET TITLE: NIVEDITHA SAKTHIVEL 2018701021 SEMESTER SCHOOL OF ARCHITECTURE AND PLANNING, ANNA UNIVERSITY, CHENNAI 600025 DN DN DN 1 A105 1 A106 4 11 13 14 15 2596 3110 m² MAINTENANCE 2 12 m² STAIRCASE 3 491 1900 1675 1800 1370 2746 4490 7236 2000 1200 3200 1150 1 A105 1 A106 4 11 13 14 15 2596 3110 4390 2720 7336 Scale Checked by Drawn by Date Project number www.autodesk.com/revit 1 : 100 14-06-2022 10:42:25 Unnamed 0001 Project Name Owner Issue Date Author Checker A104 No.DescriptionDate 1 : 100 GROUND 1 1 : 100 TERRACE 2 GROUND FLOOR SCALE: 1:100 1 MUMTY LEVEL SCALE: 1:100 2 FLOOR PLANS SEWAGE TREATMENT PLANT 1

PRELIMINARY TENDER INFORMATION APPROVAL CONSTRUCTION RELEASED FOR DRAWING/SHEET No. SIZE REV SCALE PROJECTION ARCHITECT SIGNATURE: SECTION/ ELEVATION MARKING DRAWING NUMBER FIRST ANGLE 1 2 3 4 5 6 7 9 10 11 12 1 2 4 5 6 7 9 10 11 12 A B C D E F G H A B C D E F G H A1 PROJECT TITLE: SHEET TITLE: NIVEDITHA SAKTHIVEL 2018701021 SEMESTER SCHOOL OF ARCHITECTURE AND PLANNING, ANNA UNIVERSITY, CHENNAI 600025 DN UP 1 A105 1 A106 ELEVATED WALKWAY 1 2 4 3 5 6 7 8 9 10 11 12 13 14 15 1850 1350 25020 2596 1600 5200 2850 6320 2950 9540 6380 4800 1550 1240 3110 Scale Checked by Drawn by Date Project number www.autodesk.com/revit 1 : 100 14-06-2022 10:41:58 Unnamed 0001 Project Name Owner Issue Date Author Checker A101 No.DescriptionDate 1 : 100 @ -2300mm 1 FLOOR PLAN @ -2300mm SCALE: 1:100 1 FLOOR PLANS SEWAGE TREATMENT PLANT 2

PRELIMINARY TENDER INFORMATION APPROVAL CONSTRUCTION RELEASED FOR DRAWING/SHEET No. SIZE REV SCALE PROJECTION ARCHITECT SIGNATURE: SECTION/ ELEVATION MARKING DRAWING NUMBER FIRST ANGLE 1 2 3 4 5 6 7 9 10 11 12 1 2 4 5 6 7 9 10 11 12 A B C D E F G H A B C D E F G H A1 PROJECT TITLE: SHEET TITLE: NIVEDITHA SAKTHIVEL 2018701021 SEMESTER SCHOOL OF ARCHITECTURE AND PLANNING, ANNA UNIVERSITY, CHENNAI 600025 UP UP 1 A105 1 A106 SC O&G 1 2 4 3 5 6 7 8 9 10 11 12 13 14 15 1950 1250 2500 1350 Scale Checked by Drawn by Date Project number www.autodesk.com/revit 1 100 14-06-2022 10:42:06 Unnamed 0001 Project Name Owner Issue Date Author Checker A102 No.DescriptionDate 1 : 100 @ -3800mm 1 FLOOR PLAN @ -3800mm SCALE: 1:100 1 FLOOR PLANS SEWAGE TREATMENT PLANT 3

PRELIMINARY TENDER INFORMATION APPROVAL CONSTRUCTION RELEASED FOR DRAWING/SHEET No. SIZE REV SCALE PROJECTION ARCHITECT SIGNATURE: SECTION/ ELEVATION MARKING DRAWING NUMBER FIRST ANGLE 1 2 3 4 5 6 7 9 10 11 12 1 2 4 5 6 7 9 10 11 12 A B C D E F G H A B C D E F G H A1 PROJECT TITLE: SHEET TITLE: NIVEDITHA SAKTHIVEL 2018701021 SEMESTER SCHOOL OF ARCHITECTURE AND PLANNING, ANNA UNIVERSITY, CHENNAI 600025 UP UP 1 A105 1 A106 SHT EQUALIZATION TANK ANOXIC AERATION MBR IRRIGATION FLUSHING 1 2 4 3 5 6 7 8 9 10 11 12 13 14 15 PUMP ROOM 4050 3150 6500 6050 2550 6020 2650 9240 4500 10400 6080 5600 4800 1550 1240 3110 1600 5200 2850 6320 2950 9540 6380 Scale Checked by Drawn by Date Project number www.autodesk.com/revit 1 : 100 14-06-2022 10:42:15 Unnamed 0001 Project Name Owner Issue Date Author Checker A103 No.DescriptionDate 1 : 100 @ -6300mm 1 FLOOR PLAN @ -6300mm SCALE: 1:100 1 FLOOR PLANS SEWAGE TREATMENT PLANT 4

PRELIMINARY TENDER INFORMATION APPROVAL CONSTRUCTION RELEASED FOR DRAWING/SHEET No. SIZE REV SCALE PROJECTION ARCHITECT SIGNATURE: SECTION/ ELEVATION MARKING DRAWING NUMBER FIRST ANGLE 1 2 3 4 5 6 7 9 10 11 12 1 2 4 5 6 7 9 10 11 12 A B C D E F G H A B C D E F G H A1 PROJECT TITLE: SHEET TITLE: NIVEDITHA SAKTHIVEL 2018701021 SEMESTER SCHOOL OF ARCHITECTURE AND PLANNING, ANNA UNIVERSITY, CHENNAI 600025 GROUND 0 TERRACE 3900 TOS -300 @ -6300mm -6300 BASE -6600 @ -3800mm -3800 @ -2300mm -2300 5 6 7 8 9 10 11 12 13 14 1600 5200 2850 6320 2950 2554 2596 4390 5700 6640 24750 3750 35140 4230 3950 900 900 2100 3000 Scale Checked by Drawn by Date Project number www.autodesk.com/revit 1 : 100 14-06-2022 10:42:36 Unnamed 0001 Project Name Owner Issue Date Author Checker A105 No.DescriptionDate 1 : 100 Section 1 1 SECTION 1 SCALE: 1:100 1 SECTION SEWAGE TREATMENT PLANT 5

PRELIMINARY TENDER INFORMATION APPROVAL CONSTRUCTION RELEASED FOR DRAWING/SHEET No. SIZE REV SCALE PROJECTION ARCHITECT SIGNATURE: SECTION/ ELEVATION MARKING DRAWING NUMBER FIRST ANGLE 1 2 3 4 5 6 7 9 10 11 12 1 2 4 5 6 7 9 10 11 12 A B C D E F G H A B C D E F G H A1 PROJECT TITLE: SHEET TITLE: NIVEDITHA SAKTHIVEL 2018701021 SEMESTER SCHOOL OF ARCHITECTURE AND PLANNING, ANNA UNIVERSITY, CHENNAI 600025 GROUND 0 TERRACE 3900 TOS -300 @ -6300mm -6300 BASE -6600 @ -3800mm -3800 @ -2300mm -2300 1 2 4 3 15 550 3900 300 2000 1500 2500 300 4750 6300 3110 4800 1550 5100 5900 11000 11050 Scale Checked by Drawn by Date Project number www.autodesk.com/revit 1 : 100 14-06-2022 10:42:43 Unnamed 0001 Project Name Owner Issue Date Author Checker A106 No.DescriptionDate 1 : 100 Section 2 1 SECTION 2 SCALE: 1:100 1 SECTION SEWAGE TREATMENT PLANT 6

PRELIMINARY TENDER INFORMATION APPROVAL CONSTRUCTION RELEASED FOR DRAWING/SHEET No. SIZE REV SCALE PROJECTION ARCHITECT SIGNATURE: SECTION/ ELEVATION MARKING DRAWING NUMBER FIRST ANGLE 1 2 3 4 5 6 7 9 10 11 12 1 2 4 5 6 7 9 10 11 12 A B C D E F G H A B C D E F G H A1 PROJECT TITLE: SHEET TITLE: NIVEDITHA SAKTHIVEL 2018701021 SEMESTER SCHOOL OF ARCHITECTURE AND PLANNING, ANNA UNIVERSITY, CHENNAI 600025 GROUND 0 TERRACE 3900 TOS -300 @ -6300mm -6300 BASE -6600 @ -3800mm -3800 @ -2300mm -2300 1 A106 5 6 7 8 9 10 11 12 13 14 1150 3300 4750 6300 1600 5200 2850 6320 2950 2554 2596 4390 6380 Scale Checked by Drawn by Date Project number www.autodesk.com/revit 1 : 100 14-06-2022 10:42:50 Unnamed 0001 Project Name Owner Issue Date Author Checker A107 No.DescriptionDate 1 : 100 North Elevation 1 NORTH ELEVATION SCALE: 1:100 1 ELEVATION SEWAGE TREATMENT PLANT 7

PRELIMINARY TENDER INFORMATION APPROVAL CONSTRUCTION RELEASED FOR DRAWING/SHEET No. SIZE REV SCALE PROJECTION ARCHITECT SIGNATURE: SECTION/ ELEVATION MARKING DRAWING NUMBER FIRST ANGLE 1 2 3 4 5 6 7 9 10 11 12 1 2 4 5 6 7 9 10 11 12 A B C D E F G H A B C D E F G H A1 PROJECT TITLE: SHEET TITLE: NIVEDITHA SAKTHIVEL 2018701021 SEMESTER SCHOOL OF ARCHITECTURE AND PLANNING, ANNA UNIVERSITY, CHENNAI 600025 GROUND 0 TERRACE 3900 TOS -300 @ -6300mm -6300 BASE -6600 @ -3800mm -3800 @ -2300mm -2300 1 A105 1 2 4 3 15 1:12 850 1300 1150 719 1900 799 750 4800 1550 1240 3110 Scale Checked by Drawn by Date Project number www.autodesk.com/revit 1 : 100 14-06-2022 10:42:56 Unnamed 0001 Project Name Owner Issue Date Author Checker A108 No.DescriptionDate 1 : 100 West Elevation 1 WEST ELEVATION SCALE: 1:100 1 ELEVATION SEWAGE TREATMENT PLANT 8

Scale Checked by Drawn by Date Project number www.autodesk.com/revit 14-06-2022 10:43:05 Unnamed 0001 Project Name Owner Issue Date Author Checker A109 No.DescriptionDate SECTIONAL 3D VIEW 1 3D SECTIONAL VIEW 1 3D VIEW SEWAGE TREATMENT PLANT 9

DESCRIPTION

FLB IN AIRPORT 6

To make GFC sheets for Fixed link bridge ramphouses in the aiport complex.

INFERENCE

Necessary elements to put on wall elevations. Parts of a FLB and how it can differ based on the airplane routes

WALL CLADDING

FOR

THIS DRAWING SHALL BE READ IN CONJUCTION WITH ALL RELEVANT ARCHITECTURAL,STRUCTURAL STEEL STRUCTURE AND MEP SERVICES DRAWINGS. ANY DISCREPANCY NOTICED SHALL BE BROUGHT TO THE ATTENTION OF THE CONSULTANTS WITHIN 7 WORKING DAYS OF RECEIVING

DRAWINGS, PRIOR TO PROCUREMENT/EXECUTION

WORKS.

FOR THE LOCATION & SETTING OUT OF FLB STAND LAYOUT REFER DWG NO. GHIAL-LNT-D-PTB-A-45-0001.

FOR FLOOR PLANS REFER 1000 SERIES.

FOR ELEVATIONS REFER DWG NO GHIAL-LNT-W-PTB-A-20-0001, 2003 TO 2014 9. FOR SECTIONS REFER DWG NO GHIAL-LNT-D-PTB-A-30-0001, 0002, 0003, 0004. 10. ALL SHAFT ENCLOSURE WALL TO BE CONSTRUCTED AFTER THE INSTALLATION OF RELATED SERVICE EQUIPMENT. 11. PROVIDE 200mm HIGH R.C.C. UPSTAND IN ALL MEP SHAFT DOORS SHAFT OPENINGS. 12. 200mm THK.DOOR SHOULDER TO BE MAINTAINED IF NOT SPECIFIED. 13.F OR CO-ORDINATES PLEASE REFER OVERALL LAYOUT 45-0001 & 45-0002 14. RC SLAB CUTOUT AND RC WALL CUTOUT OPENINGS DETAILS REFER STRUCTURAL DRAWING 15.FOR EXACT FINISHES REFER INTERIOR DESIGN CONSULTANT DRAWINGS 16.FLB ROOF DETAIL & FACADE DETAIL REFER SEPERATE VENDOR DRAWING. 17. PVC PIPE SLEEVES OPENING TO BE VERIFIED WITH PHE DRAWINGS BEFORE EXCUTION 18. BLOCKWORK OF SUPPLY FAN ROOM AND EXHAUST FAN ROOM HAS TO BE DONE AFTER PLACING THE FAN EQUIPMENTS REFER RESPECTIVE SERVICE DRAWINGS FOR ITS LOCATION IN THE ROOM 19. SLEEVE BELOW 100MM ID NOT CAPTURED IN WALL OPENING DRAWING 20. FOR WALL STABILITY PIERS, TIE BEAMS SHALL BE CO-ORDINATED WITH STRUCTURAL DRAWING NOTES: ABBREVIATION FRL FORMED ROAD LEVEL FFL FINISHED FLOOR LEVEL FPL FORMED PAVEMENT LEVEL RWDP RAINWATER SG STRUCTURAL GLAZING FG FIXED GLAZING LV LOUVERS TYP. TYPICAL RWC RELATED WORKS LVL. LEVEL DOWNTAKE PIPE CONTRACT WALL LEGEND P1 - 200mm THK NON FIRE RATED WALL UPTO SOFFIT OF SLAB P2 - 100mm THK 2HRS FIRE RATED WALL ABOVE FALSE CEILING AFFL ABOVE FINISHED FLOOR LEVEL ACP SHADE LEGEND: SILVER METALIC 500 SHADE ACP CLADDING 1 50 4204 2 Elevation -2 1 50 4204 3 Elevation -3 50 4204 4 Elevation -4 50 4204 5 Elevation -5 50 4204 6 Elevation -6 1 50 4204 7 Elevation -7 FLB-42 1 50 4204 8 Elevation -8 RAMP HOUSE 50 4204 9 FLB-42-PLAN NEAR PTB 1 50 4204 10 Elevation 10 1 50 4204 11 Elevation 11 WALL CLADDING - FLB AIRPORT COMPLEX 1 A1

THE

PRIOR TO PROCUREMENT/EXECUTION OF WORKS.

THE DRAWINGS,

SETTING OUT

FLB

6. FOR THE LOCATION &

STAND LAYOUT REFER DWG NO. GHIAL-LNT-D-PTB-A-45-0001.

7. FOR FLOOR PLANS REFER 1000 SERIES.

8. FOR ELEVATIONS REFER DWG NO GHIAL-LNT-W-PTB-A-20-0001, 2003 TO 2014

9. FOR SECTIONS REFER DWG NO GHIAL-LNT-D-PTB-A-30-0001, 0002, 0003, 0004.

THE INSTALLATION OF RELATED SERVICE EQUIPMENT. 11. PROVIDE 200mm HIGH R.C.C. UPSTAND IN ALL MEP SHAFT DOORS SHAFT OPENINGS. 12. 200mm THK.DOOR SHOULDER TO BE MAINTAINED IF NOT SPECIFIED. 13.F OR CO-ORDINATES PLEASE REFER OVERALL LAYOUT 45-0001 45-0002 14. RC SLAB CUTOUT AND RC WALL CUTOUT OPENINGS DETAILS REFER STRUCTURAL DRAWING 15.FOR EXACT FINISHES REFER INTERIOR DESIGN CONSULTANT DRAWINGS 16.FLB ROOF DETAIL & FACADE DETAIL REFER SEPERATE VENDOR DRAWING. 17. PVC PIPE SLEEVES OPENING TO BE VERIFIED WITH PHE DRAWINGS BEFORE EXCUTION 18. BLOCKWORK OF SUPPLY FAN ROOM AND EXHAUST FAN ROOM HAS TO BE DONE AFTER PLACING THE FAN EQUIPMENTS REFER RESPECTIVE SERVICE DRAWINGS FOR ITS LOCATION IN THE ROOM 19. SLEEVE BELOW 100MM ID NOT CAPTURED IN WALL OPENING DRAWING 20. FOR WALL STABILITY PIERS, TIE BEAMS SHALL BE CO-ORDINATED WITH STRUCTURAL DRAWING NOTES: ABBREVIATION FRL FORMED ROAD LEVEL FFL FINISHED FLOOR LEVEL FPL FORMED PAVEMENT LEVEL RWDP RAINWATER SG STRUCTURAL GLAZING FG FIXED GLAZING LV LOUVERS TYP. TYPICAL RWC RELATED WORKS LVL. LEVEL DOWNTAKE PIPE CONTRACT WALL LEGEND P1 - 200mm THK NON FIRE RATED WALL UPTO SOFFIT OF SLAB P2 - 100mm THK 2HRS FIRE RATED WALL ABOVE FALSE CEILING AFFL ABOVE FINISHED FLOOR LEVEL ACP SHADE LEGEND: SILVER METALIC 500 SHADE ACP CLADDING 50 4306 10 Elevation -10 1 50 4306 9 FLB-43-PLAN NEAR PTB 1 50 4306 11 Elevation 11 1 50 4306 12 Elevation 12 STRUCTURAL STEEL REFER SEPERATE DRAWING FACADE GLAZING REFER SEPERATE DRAWING WALL CLADDING - FLB AIRPORT COMPLEX 2 A1

10. ALL SHAFT ENCLOSURE WALL TO BE CONSTRUCTED AFTER

ALL DIMENSIONS SHALL BE VERIFIED ON SITE PRIOR TO START OF WORK AND ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF THE DESIGN

READ IN

AND MEP SERVICES

DRAWINGS, PRIOR TO PROCUREMENT/EXECUTION OF WORKS.

FOR THE LOCATION & SETTING OUT OF FLB STAND LAYOUT REFER DWG NO. GHIAL-LNT-D-PTB-A-45-0001.

FOR FLOOR PLANS REFER 1000 SERIES.

FOR ELEVATIONS REFER DWG NO GHIAL-LNT-W-PTB-A-20-0001, 2003 TO 2014

FOR SECTIONS REFER DWG NO GHIAL-LNT-D-PTB-A-30-0001, 0002, 0003, 0004. 10. ALL SHAFT ENCLOSURE WALL TO BE CONSTRUCTED AFTER THE INSTALLATION OF RELATED SERVICE EQUIPMENT. 11. PROVIDE 200mm HIGH R.C.C. UPSTAND IN ALL MEP SHAFT DOORS SHAFT OPENINGS. 12. 200mm THK.DOOR SHOULDER TO BE MAINTAINED IF NOT SPECIFIED. 13.F OR CO-ORDINATES PLEASE REFER OVERALL LAYOUT 45-0001 & 45-0002 14. RC SLAB CUTOUT AND RC WALL CUTOUT OPENINGS DETAILS REFER STRUCTURAL DRAWING 15.FOR EXACT FINISHES REFER INTERIOR DESIGN CONSULTANT DRAWINGS 16.FLB ROOF DETAIL & FACADE DETAIL REFER SEPERATE VENDOR DRAWING. 17. PVC PIPE SLEEVES OPENING TO BE VERIFIED WITH PHE DRAWINGS BEFORE EXCUTION 18. BLOCKWORK OF SUPPLY FAN ROOM AND EXHAUST FAN ROOM HAS TO BE DONE AFTER PLACING THE FAN EQUIPMENTS REFER RESPECTIVE SERVICE DRAWINGS FOR ITS LOCATION IN THE ROOM 19. SLEEVE BELOW 100MM ID NOT CAPTURED IN WALL OPENING DRAWING 20. FOR WALL STABILITY PIERS, TIE BEAMS SHALL BE CO-ORDINATED WITH STRUCTURAL DRAWING NOTES: ABBREVIATION FRL FORMED ROAD LEVEL FFL FINISHED FLOOR LEVEL FPL FORMED PAVEMENT LEVEL RWDP RAINWATER SG STRUCTURAL GLAZING FG FIXED GLAZING LV LOUVERS TYP. TYPICAL RWC RELATED WORKS LVL. LEVEL DOWNTAKE PIPE CONTRACT WALL LEGEND P1 - 200mm THK NON FIRE RATED WALL UPTO SOFFIT OF SLAB P2 - 100mm THK 2HRS FIRE RATED WALL ABOVE FALSE CEILING AFFL ABOVE FINISHED FLOOR LEVEL ACP SHADE LEGEND: SILVER METALIC 500 SHADE ACP CLADDING ALUFIT DOWN SILVER METALIC SHADE ACP CLADDING RAMPHOUSE SILVER METTALIC 500 BRIDGE TERMINATIONS ALUFIT DOWN SILVER METTALIC ACP SHADE: 1 50 4404 2 Elevation -2 1 50 4404 3 Elevation -3 1 50 4404 4 Elevation -4 1 50 4404 5 Elevation -5 1 50 4404 6 Elevation -6 1 50 4404 7 Elevation -7 50 4404 8 FLB-44-PLAN NEAR PTB 1 50 4404 9 Elevation 9 1 50 4404 10 Elevation 10 FIRE EXTINGUISHER STRUCTURAL STEEL REFER SEPERATE DRAWING FACADE GLAZING REFER SEPERATE DRAWING WALL CLADDING - FLB AIRPORT COMPLEX 3 A1

ARCHITECT. 5. THIS DRAWING SHALL BE

CONJUCTION WITH ALL RELEVANT ARCHITECTURAL,STRUCTURAL STEEL STRUCTURE

DRAWINGS. ANY DISCREPANCY NOTICED SHALL BE BROUGHT TO THE ATTENTION OF THE CONSULTANTS WITHIN 7 WORKING DAYS OF RECEIVING THE

TO THE ATTENTION OF THE CONSULTANTS WITHIN WORKING DAYS OF RECEIVING THE DRAWINGS, PRIOR TO PROCUREMENT/EXECUTION OF WORKS.

7. FOR FLOOR PLANS REFER 1000 SERIES.

8. FOR ELEVATIONS REFER DWG NO GHIAL-LNT-W-PTB-A-20-0001, 2003 TO 2014

THIS DRAWING SHALL BE READ IN CONJUCTION WITH ALL RELEVANT ARCHITECTURAL,STRUCTURAL STEEL STRUCTURE AND MEP SERVICES DRAWINGS. ANY DISCREPANCY NOTICED SHALL BE BROUGHT

FOR THE LOCATION & SETTING OUT OF FLB STAND LAYOUT REFER DWG NO. GHIAL-LNT-D-PTB-A-45-0001.

PLEASE REFER OVERALL LAYOUT 45-0001 45-0002 14. RC SLAB CUTOUT AND RC WALL CUTOUT OPENINGS DETAILS REFER STRUCTURAL DRAWING 15.FOR EXACT FINISHES REFER INTERIOR DESIGN CONSULTANT DRAWINGS 16.FLB ROOF DETAIL & FACADE DETAIL REFER SEPERATE VENDOR DRAWING. 17. PVC PIPE SLEEVES OPENING TO BE VERIFIED WITH PHE DRAWINGS BEFORE EXCUTION 18. BLOCKWORK OF SUPPLY FAN ROOM AND EXHAUST FAN ROOM HAS TO BE DONE AFTER PLACING THE FAN EQUIPMENTS REFER RESPECTIVE SERVICE DRAWINGS FOR ITS LOCATION IN THE ROOM 19. SLEEVE BELOW 100MM ID NOT CAPTURED IN WALL OPENING DRAWING 20. FOR WALL STABILITY PIERS, TIE BEAMS SHALL BE CO-ORDINATED WITH STRUCTURAL DRAWING NOTES: ABBREVIATION FRL FORMED ROAD LEVEL FFL FINISHED FLOOR LEVEL FPL FORMED PAVEMENT LEVEL RWDP RAINWATER SG STRUCTURAL GLAZING FG FIXED GLAZING LV LOUVERS TYP. TYPICAL RWC RELATED WORKS LVL. LEVEL DOWNTAKE PIPE CONTRACT WALL LEGEND P1 - 200mm THK NON FIRE RATED WALL UPTO SOFFIT OF SLAB P2 - 100mm THK 2HRS FIRE RATED WALL ABOVE FALSE CEILING AFFL ABOVE FINISHED FLOOR LEVEL ACP SHADE LEGEND: SILVER METALIC 500 SHADE ACP CLADDING 1 50 4504 8 FLB-45-PLAN @ NEAR PTB 1 50 4504 9 Elevation 9 1 50 4504 10 Elevation 10 WALL CLADDING - FLB AIRPORT COMPLEX 4 A1

9. FOR SECTIONS REFER DWG NO GHIAL-LNT-D-PTB-A-30-0001, 0002, 0003, 0004. 10. ALL SHAFT ENCLOSURE WALL TO BE CONSTRUCTED AFTER THE INSTALLATION OF RELATED SERVICE EQUIPMENT. 11. PROVIDE 200mm HIGH R.C.C. UPSTAND IN ALL MEP SHAFT DOORS SHAFT OPENINGS. 12. 200mm THK.DOOR SHOULDER TO BE MAINTAINED IF NOT SPECIFIED. 13.F OR CO-ORDINATES

ARCHITECT.

THIS

SHALL BE READ IN CONJUCTION WITH ALL RELEVANT ARCHITECTURAL,STRUCTURAL STEEL STRUCTURE AND MEP SERVICES DRAWINGS. ANY DISCREPANCY NOTICED SHALL BE BROUGHT TO THE ATTENTION OF THE CONSULTANTS WITHIN WORKING DAYS OF RECEIVING THE DRAWINGS, PRIOR TO PROCUREMENT/EXECUTION OF WORKS.

DRAWING

SETTING OUT

STAND

DWG NO.

FOR FLOOR PLANS REFER 1000 SERIES.

FOR ELEVATIONS REFER DWG NO GHIAL-LNT-W-PTB-A-20-0001, 2003 TO 2014

FOR SECTIONS REFER DWG NO GHIAL-LNT-D-PTB-A-30-0001, 0002, 0003, 0004.

ALL SHAFT ENCLOSURE WALL TO BE CONSTRUCTED AFTER THE INSTALLATION OF RELATED SERVICE EQUIPMENT. 11. PROVIDE 200mm HIGH R.C.C. UPSTAND IN ALL MEP SHAFT DOORS SHAFT OPENINGS. 12. 200mm THK.DOOR SHOULDER TO BE MAINTAINED IF NOT SPECIFIED. 13.F OR CO-ORDINATES PLEASE REFER OVERALL LAYOUT 45-0001 & 45-0002 14. RC SLAB CUTOUT AND RC WALL CUTOUT OPENINGS DETAILS REFER STRUCTURAL DRAWING 15.FOR EXACT FINISHES REFER INTERIOR DESIGN CONSULTANT DRAWINGS 16.FLB ROOF DETAIL & FACADE DETAIL REFER SEPERATE VENDOR DRAWING. 17. PVC PIPE SLEEVES OPENING TO BE VERIFIED WITH PHE DRAWINGS BEFORE EXCUTION 18. BLOCKWORK OF SUPPLY FAN ROOM AND EXHAUST FAN ROOM HAS TO BE DONE AFTER PLACING THE FAN EQUIPMENTS REFER RESPECTIVE SERVICE DRAWINGS FOR ITS LOCATION IN THE ROOM 19. SLEEVE BELOW 100MM ID NOT CAPTURED IN WALL OPENING DRAWING 20. FOR WALL STABILITY PIERS, TIE BEAMS SHALL BE CO-ORDINATED WITH STRUCTURAL DRAWING NOTES: ABBREVIATION FRL FORMED ROAD LEVEL FFL FINISHED FLOOR LEVEL FPL FORMED PAVEMENT LEVEL RWDP RAINWATER SG STRUCTURAL GLAZING FG FIXED GLAZING LV LOUVERS TYP. TYPICAL RWC RELATED WORKS LVL. LEVEL DOWNTAKE PIPE CONTRACT WALL LEGEND P1 - 200mm THK NON FIRE RATED WALL UPTO SOFFIT OF SLAB P2 - 100mm THK 2HRS FIRE RATED WALL ABOVE FALSE CEILING AFFL ABOVE FINISHED FLOOR LEVEL ACP SHADE LEGEND: SILVER METALIC 500 SHADE ACP CLADDING RAMPHOUSE SILVER METTALIC 500 BRIDGE TERMINATIONS ALUFIT DOWN SILVER METTALIC ACP SHADE: 1 50 6606 1 FLB-66 Plan @ Ramphouse 50 6606 2 FLB-66 Plan near PTB 1 50 6606 3 Elevation -3 50 6606 4 Elevation -4 1 50 6606 5 Elevation -5 1 50 6606 6 Elevation -6 1 50 6606 7 Elevation -7 50 6606 8 Elevation -8 1 50 6606 9 Elevation -9 50 6606 10 Elevation -10 1 50 6606 11 Elevation -11 50 6606 12 Elevation -12 1 50 6606 13 Elevation -13 WALL CLADDING - FLB AIRPORT COMPLEX 5 A1

6. FOR THE LOCATION &

OF FLB

LAYOUT REFER

GHIAL-LNT-D-PTB-A-45-0001. 7.

10.

FOR THE LOCATION & SETTING OUT OF FLB STAND LAYOUT REFER DWG NO. GHIAL-LNT-D-PTB-A-45-0001.

FOR FLOOR PLANS REFER 1000 SERIES.

FOR ELEVATIONS REFER DWG NO GHIAL-LNT-W-PTB-A-20-0001, 2003 TO 2014 9. FOR SECTIONS REFER DWG NO GHIAL-LNT-D-PTB-A-30-0001, 0002, 0003, 0004. 10. ALL SHAFT ENCLOSURE WALL TO BE CONSTRUCTED AFTER THE INSTALLATION OF RELATED SERVICE EQUIPMENT. 11. PROVIDE 200mm HIGH R.C.C. UPSTAND IN ALL MEP SHAFT DOORS SHAFT OPENINGS. 12. 200mm THK.DOOR SHOULDER TO BE MAINTAINED IF NOT SPECIFIED. 13.F OR CO-ORDINATES PLEASE REFER OVERALL LAYOUT 45-0001 & 45-0002 14. RC SLAB CUTOUT AND RC WALL CUTOUT OPENINGS DETAILS REFER STRUCTURAL DRAWING 15.FOR EXACT FINISHES REFER INTERIOR DESIGN CONSULTANT DRAWINGS 16.FLB ROOF DETAIL & FACADE DETAIL REFER SEPERATE VENDOR DRAWING. 17. PVC PIPE SLEEVES OPENING TO BE VERIFIED WITH PHE DRAWINGS BEFORE EXCUTION 18. BLOCKWORK OF SUPPLY FAN ROOM AND EXHAUST FAN ROOM HAS TO BE DONE AFTER PLACING THE FAN EQUIPMENTS REFER RESPECTIVE SERVICE DRAWINGS FOR ITS LOCATION IN THE ROOM 19. SLEEVE BELOW 100MM ID NOT CAPTURED IN WALL OPENING DRAWING 20. FOR WALL STABILITY PIERS, TIE BEAMS SHALL BE CO-ORDINATED WITH STRUCTURAL DRAWING NOTES: ABBREVIATION FRL FORMED ROAD LEVEL FFL FINISHED FLOOR LEVEL FPL FORMED PAVEMENT LEVEL RWDP RAINWATER SG STRUCTURAL GLAZING FG FIXED GLAZING LV LOUVERS TYP. TYPICAL RWC RELATED WORKS LVL. LEVEL DOWNTAKE PIPE CONTRACT WALL LEGEND P1 - 200mm THK NON FIRE RATED WALL UPTO SOFFIT OF SLAB P2 - 100mm THK 2HRS FIRE RATED WALL ABOVE FALSE CEILING AFFL ABOVE FINISHED FLOOR LEVEL ACP SHADE LEGEND: SILVER METALIC 500 SHADE ACP CLADDING 1 50 6307 1 FLB-63 Plan @ Ramphouse 1 50 6307 2 FLB-63 Plan near PTB 1 50 6307 3 Elevation -3 50 6307 4 Elevation -4 1 50 6307 5 Elevation -5 1 50 6307 6 Elevation -6 1 50 6307 7 Elevation -7 1 50 6307 8 Elevation -8 1 50 6307 9 Elevation -9 1 50 6307 10 Elevation -10 1 50 6307 11 Elevation -11 1 50 6307 15 Elevation -15 50 6307 13 Elevation -13 50 6307 12 Elevation -12 50 6307 14 Elevation 14 WALL CLADDING - FLB AIRPORT COMPLEX 8 A1

FOR THE LOCATION & SETTING OUT OF FLB STAND LAYOUT REFER DWG NO. GHIAL-LNT-D-PTB-A-45-0001. 7. FOR FLOOR PLANS REFER 1000 SERIES. 8. FOR ELEVATIONS REFER DWG NO GHIAL-LNT-W-PTB-A-20-0001, 2003 TO 2014 9. FOR SECTIONS REFER DWG NO GHIAL-LNT-D-PTB-A-30-0001, 0002, 0003, 0004. 10. ALL SHAFT ENCLOSURE WALL TO BE CONSTRUCTED AFTER THE INSTALLATION OF RELATED SERVICE EQUIPMENT. 11. PROVIDE 200mm HIGH R.C.C. UPSTAND IN ALL MEP SHAFT DOORS SHAFT OPENINGS. 12. 200mm THK.DOOR SHOULDER TO BE MAINTAINED IF NOT SPECIFIED. 13.F OR CO-ORDINATES PLEASE REFER OVERALL LAYOUT 45-0001 & 45-0002 14. RC SLAB CUTOUT AND RC WALL CUTOUT OPENINGS DETAILS REFER STRUCTURAL DRAWING 15.FOR EXACT FINISHES REFER INTERIOR DESIGN CONSULTANT DRAWINGS 16.FLB ROOF DETAIL & FACADE DETAIL REFER SEPERATE VENDOR DRAWING. 17. PVC PIPE SLEEVES OPENING TO BE VERIFIED WITH PHE DRAWINGS BEFORE EXCUTION 18. BLOCKWORK OF SUPPLY FAN ROOM AND EXHAUST FAN ROOM HAS TO BE DONE AFTER PLACING THE FAN EQUIPMENTS REFER RESPECTIVE SERVICE DRAWINGS FOR ITS LOCATION IN THE ROOM 19. SLEEVE BELOW 100MM ID NOT CAPTURED IN WALL OPENING DRAWING 20. FOR WALL STABILITY PIERS, TIE BEAMS SHALL BE CO-ORDINATED WITH STRUCTURAL DRAWING NOTES: ABBREVIATION FRL FORMED ROAD LEVEL FFL FINISHED FLOOR LEVEL FPL FORMED PAVEMENT LEVEL RWDP RAINWATER SG STRUCTURAL GLAZING FG FIXED GLAZING LV LOUVERS TYP. TYPICAL RWC RELATED WORKS LVL. LEVEL DOWNTAKE PIPE CONTRACT WALL LEGEND P1 - 200mm THK NON FIRE RATED WALL UPTO SOFFIT OF SLAB P2 - 100mm THK 2HRS FIRE RATED WALL ABOVE FALSE CEILING AFFL ABOVE FINISHED FLOOR LEVEL ACP SHADE LEGEND: SILVER METALIC 500 SHADE ACP CLADDING 1 50 6406 1 FLB-64 Plan @ Ramphouse 1 50 6406 2 FLB-64 Plan @ near PTB 1 50 6406 3 Elevation A 1 50 6406 4 Elevation B 1 50 6406 5 Elevation C 1 50 6406 6 Elevation D 1 50 6406 7 Elevation E 1 50 6406 8 Elevation G 1 50 6406 9 Elevation H 1 50 6406 10 Elevation I 1 50 6406 11 Elevation J 1 50 6406 12 Elevation K 1 50 6406 13 Elevation L 1 50 6406 14 Elevation F SH WALL CLADDING - FLB AIRPORT COMPLEX 9 A1

7DESCRIPTION

To design a tunnel based on client requirements and do the study to support the proposal. Must provide with basic elements of the design (tunnel, cores, shafts for MEP, HVAC)

INFERENCE

Designing a tunnel. Basic requirements for a client meeting and reference to various standards and case studies to support the design

UNDERGROUND CONNECTIVITY

DESIGN

TUNNEL STRUCTURE STUDY

Underground connectivity proposal from SITE 1 to SITE 2

Underground pedestrian tunnel – 4.5m wide for pedestrian access.

Underground pedestrian-buggy tunnel – 7m wide for pedestrian access and buggy cart.

Tunnel access from either side of plot with access structure at ground level.

Core shall be with staircase, buggy lift and passenger lifts as per requirement.

CONCEPTUAL SECTIONS DESIGN PROCESS TUNNEL PROPOSAL 1 A3

DESCRIPTION

A 2 day visit to understand the number of levels provided in the aiport and involvement of various facts for the construction (site architect, contractors, vendors, labors, etc.)

INFERENCE

Collaboration of various people for the execution of project, mainly the presence of site architect. Importance of detail shop drawings and various levels of site safety. Need for monitering of the site frequently to understand the growth of the project.

SITE

AIRPORT

STUDY OF CHENNAI INTERNATIONAL

THANK YOU

ALL PROJECTS ATTACHED IN THIS PORTFOLIO IS FOR ACADEMIC PURPOSE ONLY.