CONSULTING ENGINEERS LIMITED MUMBAI 'P' (PRELIMINARY) ISSUES ARE NOT TO BE USED FOR CONSTRUCTION / FABRICATION BUT ARE ISSUED FOR LIMITED PURPOSES ONLY AS INDICATED IN THE SMALL BLOCK ABOVE THIS BLOCK. CONSTRUCTION / FABRICATION WORK IS PERMITTED ON 'R' (RELEASED) ISSUES ONLY. INFORMATION CONTAINED WITHIN 'HOLD' IS NOT RELEASED FOR CONSTUCTION / FABRICATION. FIELD MUST GET DESIGN OFFICE TO CLEAR 'HOLDS' IN TIME BEFORE PROCEEDING WITH ANY CONSTRUCTION / FABRICATION WORK RELATED TO 'HOLDS'. Proprietary rights of the information contained herein belong to TCE. This information is intended to be used for the mentioned purpose/project only. In case of misuse of information and any claim arising thereof, cost and consequence will be on the party misusing the information.
CONSULTING ENGINEERS LIMITED · 2020. 8. 3. · consulting engineers limited. mumbai 'p' (preliminary) issues are not to be used for construction / fabrication but are issued for
CONSTRUCTION / FABRICATION WORK IS PERMITTED ON 'R'
(RELEASED) ISSUES ONLY.
INFORMATION CONTAINED WITHIN 'HOLD' IS NOT RELEASED
FOR CONSTUCTION / FABRICATION. FIELD MUST GET
DESIGN OFFICE TO CLEAR 'HOLDS' IN TIME BEFORE
PROCEEDING WITH ANY CONSTRUCTION / FABRICATION
WORK RELATED TO 'HOLDS'.
Proprietary rights of the information contained herein belong to TCE. This
information is intended to be used for the mentioned purpose/project only.
In case of misuse of information and any claim arising thereof, cost and
consequence will be on the party misusing the information.
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SERVICES 14340x4080
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FFL +0.45
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FOOTPATH
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STAIRCASE 4190X7000
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1000 PROJECTION AT 1ST FLOOR
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TOILET
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SEPTIC TANK 60 user
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SOAK PIT
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SPACE FOR
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2500x1500mm wide hatch covered with checkered tiles
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water tank below
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MH
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SERVICES 14340x4080
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FFL +0.45
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FOOTPATH
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STAIRCASE 4190X7000
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RAMP UP
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SG
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D3
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FFL +0.15
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1000 PROJECTION AT 1ST FLOOR
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FFL +0.15
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TOILET
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SEPTIC TANK 60 user
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SPACE FOR
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DG
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B
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2'
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1'
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DN
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2500x1500mm wide hatch covered with checkered tiles
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water tank below
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MH
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W=1200 T= 300 R= 32equal parts
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HB
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SH-01
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HB
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SH-02
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2 WAY FBI FOR FIRE UG TANK FILLING
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TO FIRE UG TANK
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4 WAY FBI FOR WET RISERS AND HYDRANT RING MAIN
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WFS
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150 HYDRANT MAINSFROM PUMP ROOM
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150 SPRINKLER AND INTERNALMAINS FROM PUMP ROOM
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Ø25
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Ø25
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Ø25
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Ø32
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Ø25
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PIPE CROSSING UG TANK SHALL BE ABOVE GROUND.
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KEY PLAN
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NTS
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NORTH
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FILE NAME: F-091-Rev-R0.dwg
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TCE FORM NO. 091 R0
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12
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SIZE-A1
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DC & DISC
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:
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DWG NO.
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ISSUE
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ISSUE
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CV
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DRN
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ME
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EL
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IC
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CLEARED
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DSN
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CHD
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PE/PM
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APPD
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DATE
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SIGN.
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INITIALS
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SIGN.
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INITIALS
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REVISIONS
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SIGN.
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INITIALS
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REVISIONS
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SIGN.
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INITIALS
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REVISIONS
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SIGN.
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INITIALS
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REVISIONS
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FOR TENDER PURPOSE ONLY
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:
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:
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DO NOT SCALE
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DWG NO
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TITLE:
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MR
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MA
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MAM
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13-05-2020
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P0
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GUWAHATI SMART CITY DEVELOPMENT AGENCY LTD.
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SMART CITY MISSION GUWAHATI
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GROUND FLOOR FPS LAYOUT
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1:50
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PN-ME
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TCE.10477A-ME-6041-FF-60101
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10477A-ME-6041-FF-60101P0.dwg
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P0
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GROUND FLOOR FPS LAYOUT
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TCE.10477A-ME-6041-FF-60101
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NOTES: 1. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE STATED. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE STATED. 2. THIS DRAWING SHALL BE READ IN CONJUNCTION WITH ARCHITECTURAL, PUBLIC THIS DRAWING SHALL BE READ IN CONJUNCTION WITH ARCHITECTURAL, PUBLIC DRAWING SHALL BE READ IN CONJUNCTION WITH ARCHITECTURAL, PUBLIC DRAWING SHALL BE READ IN CONJUNCTION WITH ARCHITECTURAL, PUBLIC SHALL BE READ IN CONJUNCTION WITH ARCHITECTURAL, PUBLIC SHALL BE READ IN CONJUNCTION WITH ARCHITECTURAL, PUBLIC BE READ IN CONJUNCTION WITH ARCHITECTURAL, PUBLIC BE READ IN CONJUNCTION WITH ARCHITECTURAL, PUBLIC READ IN CONJUNCTION WITH ARCHITECTURAL, PUBLIC READ IN CONJUNCTION WITH ARCHITECTURAL, PUBLIC IN CONJUNCTION WITH ARCHITECTURAL, PUBLIC IN CONJUNCTION WITH ARCHITECTURAL, PUBLIC CONJUNCTION WITH ARCHITECTURAL, PUBLIC CONJUNCTION WITH ARCHITECTURAL, PUBLIC WITH ARCHITECTURAL, PUBLIC WITH ARCHITECTURAL, PUBLIC ARCHITECTURAL, PUBLIC ARCHITECTURAL, PUBLIC PUBLIC PUBLIC HEALTH, ELECTRICAL AND STRUCTURAL DRAWINGS. 3. PIPES SHALL BE HEAVY DUTY GI PIPE CLASS "B" CONFORMING TO IS 1239. PIPES SHALL BE HEAVY DUTY GI PIPE CLASS "B" CONFORMING TO IS 1239. 4. UNDERGROUND PIPE SHALL BE COATED AND WRAPPED AS PER IS : 10221 WITH UNDERGROUND PIPE SHALL BE COATED AND WRAPPED AS PER IS : 10221 WITH PIPE SHALL BE COATED AND WRAPPED AS PER IS : 10221 WITH PIPE SHALL BE COATED AND WRAPPED AS PER IS : 10221 WITH SHALL BE COATED AND WRAPPED AS PER IS : 10221 WITH SHALL BE COATED AND WRAPPED AS PER IS : 10221 WITH BE COATED AND WRAPPED AS PER IS : 10221 WITH BE COATED AND WRAPPED AS PER IS : 10221 WITH COATED AND WRAPPED AS PER IS : 10221 WITH COATED AND WRAPPED AS PER IS : 10221 WITH AND WRAPPED AS PER IS : 10221 WITH AND WRAPPED AS PER IS : 10221 WITH WRAPPED AS PER IS : 10221 WITH WRAPPED AS PER IS : 10221 WITH AS PER IS : 10221 WITH AS PER IS : 10221 WITH PER IS : 10221 WITH PER IS : 10221 WITH IS : 10221 WITH IS : 10221 WITH : 10221 WITH : 10221 WITH 10221 WITH 10221 WITH WITH WITH "PYPKOTE" WRAPPING COATING MATERIAL OF 4mm THICK. 5. SLUICE VALVE SHALL BE CONFORMING TO IS : 780. SLUICE VALVE SHALL BE CONFORMING TO IS : 780. 6. 5. THE DEPTH OF UNDERGROUND PIPE SHALL BE DECIDED AT SITE AS PER THE 5. THE DEPTH OF UNDERGROUND PIPE SHALL BE DECIDED AT SITE AS PER THE THE DEPTH OF UNDERGROUND PIPE SHALL BE DECIDED AT SITE AS PER THE THE DEPTH OF UNDERGROUND PIPE SHALL BE DECIDED AT SITE AS PER THE THE DEPTH OF UNDERGROUND PIPE SHALL BE DECIDED AT SITE AS PER THE DEPTH OF UNDERGROUND PIPE SHALL BE DECIDED AT SITE AS PER THE DEPTH OF UNDERGROUND PIPE SHALL BE DECIDED AT SITE AS PER THE OF UNDERGROUND PIPE SHALL BE DECIDED AT SITE AS PER THE OF UNDERGROUND PIPE SHALL BE DECIDED AT SITE AS PER THE UNDERGROUND PIPE SHALL BE DECIDED AT SITE AS PER THE UNDERGROUND PIPE SHALL BE DECIDED AT SITE AS PER THE PIPE SHALL BE DECIDED AT SITE AS PER THE PIPE SHALL BE DECIDED AT SITE AS PER THE SHALL BE DECIDED AT SITE AS PER THE SHALL BE DECIDED AT SITE AS PER THE BE DECIDED AT SITE AS PER THE BE DECIDED AT SITE AS PER THE DECIDED AT SITE AS PER THE DECIDED AT SITE AS PER THE AT SITE AS PER THE AT SITE AS PER THE SITE AS PER THE SITE AS PER THE AS PER THE AS PER THE PER THE PER THE THE THE SITE CONDITION TO AVOID FOULING WITH OTHER SERVICES SUBJECT TO THE TOP OF CONDITION TO AVOID FOULING WITH OTHER SERVICES SUBJECT TO THE TOP OF CONDITION TO AVOID FOULING WITH OTHER SERVICES SUBJECT TO THE TOP OF TO AVOID FOULING WITH OTHER SERVICES SUBJECT TO THE TOP OF TO AVOID FOULING WITH OTHER SERVICES SUBJECT TO THE TOP OF AVOID FOULING WITH OTHER SERVICES SUBJECT TO THE TOP OF AVOID FOULING WITH OTHER SERVICES SUBJECT TO THE TOP OF FOULING WITH OTHER SERVICES SUBJECT TO THE TOP OF FOULING WITH OTHER SERVICES SUBJECT TO THE TOP OF WITH OTHER SERVICES SUBJECT TO THE TOP OF WITH OTHER SERVICES SUBJECT TO THE TOP OF OTHER SERVICES SUBJECT TO THE TOP OF OTHER SERVICES SUBJECT TO THE TOP OF SERVICES SUBJECT TO THE TOP OF SERVICES SUBJECT TO THE TOP OF SUBJECT TO THE TOP OF SUBJECT TO THE TOP OF TO THE TOP OF TO THE TOP OF THE TOP OF THE TOP OF TOP OF TOP OF OF OF THE U/G PIPE IS MINIMUM 1M BELOW FROM THE FGL. 7. MINOR CHANGES IN THE PIPE ROUTING SHALL BE MADE TO SUIT SITE LOCATIONS MINOR CHANGES IN THE PIPE ROUTING SHALL BE MADE TO SUIT SITE LOCATIONS CHANGES IN THE PIPE ROUTING SHALL BE MADE TO SUIT SITE LOCATIONS CHANGES IN THE PIPE ROUTING SHALL BE MADE TO SUIT SITE LOCATIONS IN THE PIPE ROUTING SHALL BE MADE TO SUIT SITE LOCATIONS IN THE PIPE ROUTING SHALL BE MADE TO SUIT SITE LOCATIONS THE PIPE ROUTING SHALL BE MADE TO SUIT SITE LOCATIONS THE PIPE ROUTING SHALL BE MADE TO SUIT SITE LOCATIONS PIPE ROUTING SHALL BE MADE TO SUIT SITE LOCATIONS PIPE ROUTING SHALL BE MADE TO SUIT SITE LOCATIONS ROUTING SHALL BE MADE TO SUIT SITE LOCATIONS ROUTING SHALL BE MADE TO SUIT SITE LOCATIONS SHALL BE MADE TO SUIT SITE LOCATIONS SHALL BE MADE TO SUIT SITE LOCATIONS BE MADE TO SUIT SITE LOCATIONS BE MADE TO SUIT SITE LOCATIONS MADE TO SUIT SITE LOCATIONS MADE TO SUIT SITE LOCATIONS TO SUIT SITE LOCATIONS TO SUIT SITE LOCATIONS SUIT SITE LOCATIONS SUIT SITE LOCATIONS SITE LOCATIONS SITE LOCATIONS LOCATIONS LOCATIONS WITHOUT EFFECTING DESIGN ASPECTS. 8. MINOR CHANGES IN THE HYDRANT LOCATION SHALL BE MADE TO SUIT MACHINE/ MINOR CHANGES IN THE HYDRANT LOCATION SHALL BE MADE TO SUIT MACHINE/ CHANGES IN THE HYDRANT LOCATION SHALL BE MADE TO SUIT MACHINE/ CHANGES IN THE HYDRANT LOCATION SHALL BE MADE TO SUIT MACHINE/ IN THE HYDRANT LOCATION SHALL BE MADE TO SUIT MACHINE/ IN THE HYDRANT LOCATION SHALL BE MADE TO SUIT MACHINE/ THE HYDRANT LOCATION SHALL BE MADE TO SUIT MACHINE/ THE HYDRANT LOCATION SHALL BE MADE TO SUIT MACHINE/ HYDRANT LOCATION SHALL BE MADE TO SUIT MACHINE/ HYDRANT LOCATION SHALL BE MADE TO SUIT MACHINE/ LOCATION SHALL BE MADE TO SUIT MACHINE/ LOCATION SHALL BE MADE TO SUIT MACHINE/ SHALL BE MADE TO SUIT MACHINE/ SHALL BE MADE TO SUIT MACHINE/ BE MADE TO SUIT MACHINE/ BE MADE TO SUIT MACHINE/ MADE TO SUIT MACHINE/ MADE TO SUIT MACHINE/ TO SUIT MACHINE/ TO SUIT MACHINE/ SUIT MACHINE/ SUIT MACHINE/ MACHINE/ MACHINE/ EQUIPMENT REQUIREMENT WITHOUT EFFECTING DESIGN ASPECTS. 9. ANY DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE ENGINEER AND ANY DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE ENGINEER AND DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE ENGINEER AND DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE ENGINEER AND ARE TO BE BROUGHT TO THE ATTENTION OF THE ENGINEER AND ARE TO BE BROUGHT TO THE ATTENTION OF THE ENGINEER AND TO BE BROUGHT TO THE ATTENTION OF THE ENGINEER AND TO BE BROUGHT TO THE ATTENTION OF THE ENGINEER AND BE BROUGHT TO THE ATTENTION OF THE ENGINEER AND BE BROUGHT TO THE ATTENTION OF THE ENGINEER AND BROUGHT TO THE ATTENTION OF THE ENGINEER AND BROUGHT TO THE ATTENTION OF THE ENGINEER AND TO THE ATTENTION OF THE ENGINEER AND TO THE ATTENTION OF THE ENGINEER AND THE ATTENTION OF THE ENGINEER AND THE ATTENTION OF THE ENGINEER AND ATTENTION OF THE ENGINEER AND ATTENTION OF THE ENGINEER AND OF THE ENGINEER AND OF THE ENGINEER AND THE ENGINEER AND THE ENGINEER AND ENGINEER AND ENGINEER AND AND AND RESOLVES AT TENDER STAGE BEFORE COMMENCEMENT OF ANY WORK. NO FURTHER AT TENDER STAGE BEFORE COMMENCEMENT OF ANY WORK. NO FURTHER AT TENDER STAGE BEFORE COMMENCEMENT OF ANY WORK. NO FURTHER TENDER STAGE BEFORE COMMENCEMENT OF ANY WORK. NO FURTHER TENDER STAGE BEFORE COMMENCEMENT OF ANY WORK. NO FURTHER STAGE BEFORE COMMENCEMENT OF ANY WORK. NO FURTHER STAGE BEFORE COMMENCEMENT OF ANY WORK. NO FURTHER BEFORE COMMENCEMENT OF ANY WORK. NO FURTHER BEFORE COMMENCEMENT OF ANY WORK. NO FURTHER COMMENCEMENT OF ANY WORK. NO FURTHER COMMENCEMENT OF ANY WORK. NO FURTHER OF ANY WORK. NO FURTHER OF ANY WORK. NO FURTHER ANY WORK. NO FURTHER ANY WORK. NO FURTHER WORK. NO FURTHER WORK. NO FURTHER NO FURTHER NO FURTHER FURTHER FURTHER CLAIMS SHALL BE ENTERTAINED THEREAFTER.
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%%UPOINTS TO BE NOTED:
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1. THE HYDRANT TO HYDRANT SPACING IS 45M AS PER IS13039 CL. 4.12. THE HYDRANT TO HYDRANT SPACING IS 45M AS PER IS13039 CL. 4.12. 2. HOWEVER, HYDRANTS SHALL BE LOCATED BEARING IN MIND THE ATTENDANT FIRE HOWEVER, HYDRANTS SHALL BE LOCATED BEARING IN MIND THE ATTENDANT FIRE HAZARDS, WHICH SHALL FOLLOW IS 13039 CL. 4.10 AND 4.11, SAME IS FOLLOWED IN THE DRAWING. 3. PRESSURE AT THE HYDRAULICALLY REMOTE HYDRANT SHALL NOT BE LESS THAN 3.5 PRESSURE AT THE HYDRAULICALLY REMOTE HYDRANT SHALL NOT BE LESS THAN 3.5 BAR AS PER NBC CL. 5.1.1(f).
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LEGENDS:-
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SR. NO.
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SYMBOL
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DESCRIPTION
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RUBBER FIRE HOSE ( 63mm,2Nos, 15m LENGTH)
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BRANCH PIPE & NOZZLE
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5.
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6.
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150 GI CLASS 'B' HYDRANT PIPE
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1.
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SINGLE HEADED
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SH
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2.
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3.
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4.
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8.
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9.
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HB
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SINGLE HEADED YARD HYDRANT
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FIRE HOSE BOX WITH SET OF HOSE
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GATE/SLUICE VALVE WITH CHAMBER
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CO2 4.5 Kg (CARBON DIOXIDE TYPE EXTINGUISHER)
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AFFF 9.0 LTS. (AQUEOUS FILM FORMING FOAM TYPE EXTINGUISHER)
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HOSE REEL, 20MM, 30MLONG
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10.
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PENDENT SPRINKLER
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11.
SOFA
2 - SEATER
CONSULTING ENGINEERS LIMITED
MUMBAI
'P' (PRELIMINARY) ISSUES ARE NOT TO BE USED FOR
CONSTRUCTION / FABRICATION BUT ARE ISSUED FOR
LIMITED PURPOSES ONLY AS INDICATED IN THE SMALL
BLOCK ABOVE THIS BLOCK.
CONSTRUCTION / FABRICATION WORK IS PERMITTED ON 'R'
(RELEASED) ISSUES ONLY.
INFORMATION CONTAINED WITHIN 'HOLD' IS NOT RELEASED
FOR CONSTUCTION / FABRICATION. FIELD MUST GET
DESIGN OFFICE TO CLEAR 'HOLDS' IN TIME BEFORE
PROCEEDING WITH ANY CONSTRUCTION / FABRICATION
WORK RELATED TO 'HOLDS'.
Proprietary rights of the information contained herein belong to TCE. This
information is intended to be used for the mentioned purpose/project only.
In case of misuse of information and any claim arising thereof, cost and
consequence will be on the party misusing the information.
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LOBBY 2160x1900
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UP
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DN
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1ST FLOOR PLAN
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HUB ROOM 2050x1600
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ELECTRICAL ROOM 2745X3165
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MEETING ROOM 2600x2650
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CONFERENCE ROOM 3600x2550
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BMS ROOM 3200x2250
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PA ROOM 2670X3500
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DIRECTOR ROOM 3500X4650
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RECORD ROOM 3200x1715
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HVAC
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LV
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LIFT (8 PAX)
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RECEPTION 5075X4580
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WORKSTATIONS 4770 X 6420
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MANAGER ROOM 3500X3000
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LOBBY 3430X1950
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1000 WIDE PASSAGE
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FFL +5.10
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FULL HT CABIN PARTITION (TYP)
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STAIRCASE 4190X7000
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D4
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D4
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FD3
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FD1
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GLAZING
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FD
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FD1
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D3
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SW4
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SG2
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FX2
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FX1
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V1
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SW1
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SW1
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SW1
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SW1
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SW1
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SW1
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A
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B
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C
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2
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2'
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1
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1'
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GREEN WALL
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SG3
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SG4
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GLAZING
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GLAZING
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W1
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W1
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SW3
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T= 300 R= 150 W=1800
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TOILET
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PL SHAFT 600X1500
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TOILET 2590X1500
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150MM LEDGE WALL
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100MM WIDE UNDER COUNTER LEDGE WALL
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A
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B
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C
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1
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3
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WFS
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Ø25
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Ø50
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Ø25
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Ø25
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Ø25
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Ø25
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Ø32
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Ø25
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Ø25
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Ø40
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Ø65
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Ø32
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Ø25
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2
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3
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4
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UP
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CSS
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FHC
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SERVICES 14340x4080
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ROAD
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FFL +0.45
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FOOTPATH
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FOOTPATH
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STAIRCASE 4190X7000
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RAMP UP
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RAMP UP (slope 1:10)
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RS
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D1
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LIFT (8 PAX)
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D6
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D4
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FD
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FRL %%P0.0
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UP
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LOBBY 2160x1900
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SG
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D3
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V1
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FFL +0.15
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1000 PROJECTION AT 1ST FLOOR
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FFL +0.15
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FFL +0.60
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FFL +0.60
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SW4
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FX1
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FX2
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FX1
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W1
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W1
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D4
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TOILET
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SEPTIC TANK 60 user
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SOAK PIT
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SPACE FOR
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DG
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A
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B
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C
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2
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2'
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1
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1'
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DN
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2500x1500mm wide hatch covered with checkered tiles
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water tank below
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MH
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MH
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RAMP UP
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FX2
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W=1200 T= 300 R= 32equal parts
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KEY PLAN
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NTS
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NORTH
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FILE NAME: F-091-Rev-R0.dwg
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G
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TCE FORM NO. 091 R0
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12
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SIZE-A1
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FILE NAME
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SCALE
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DC & DISC
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:
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DWG NO.
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ISSUE
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ISSUE
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CV
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DRN
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ME
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EL
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IC
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CLEARED
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DSN
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CHD
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PE/PM
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APPD
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DATE
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SIGN.
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INITIALS
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SIGN.
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INITIALS
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REVISIONS
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SIGN.
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INITIALS
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REVISIONS
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SIGN.
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INITIALS
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REVISIONS
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SIGN.
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INITIALS
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REVISIONS
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FOR TENDER PURPOSE ONLY
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:
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:
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DO NOT SCALE
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DWG NO
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TITLE:
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MR
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MA
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MAM
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13-05-2020
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P0
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GUWAHATI SMART CITY DEVELOPMENT AGENCY LTD.
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SMART CITY MISSION GUWAHATI
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FIRST FLOOR FPS LAYOUT
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1:50
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PN-ME
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TCE.10477A-ME-6041-FF-60102
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10477A-ME-6041-FF-60102P0.dwg
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P0
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FIRST FLOOR FPS LAYOUT
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TCE.10477A-ME-6041-FF-60102
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NOTES: 1. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE STATED. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE STATED. 2. THIS DRAWING SHALL BE READ IN CONJUNCTION WITH ARCHITECTURAL, PUBLIC THIS DRAWING SHALL BE READ IN CONJUNCTION WITH ARCHITECTURAL, PUBLIC DRAWING SHALL BE READ IN CONJUNCTION WITH ARCHITECTURAL, PUBLIC DRAWING SHALL BE READ IN CONJUNCTION WITH ARCHITECTURAL, PUBLIC SHALL BE READ IN CONJUNCTION WITH ARCHITECTURAL, PUBLIC SHALL BE READ IN CONJUNCTION WITH ARCHITECTURAL, PUBLIC BE READ IN CONJUNCTION WITH ARCHITECTURAL, PUBLIC BE READ IN CONJUNCTION WITH ARCHITECTURAL, PUBLIC READ IN CONJUNCTION WITH ARCHITECTURAL, PUBLIC READ IN CONJUNCTION WITH ARCHITECTURAL, PUBLIC IN CONJUNCTION WITH ARCHITECTURAL, PUBLIC IN CONJUNCTION WITH ARCHITECTURAL, PUBLIC CONJUNCTION WITH ARCHITECTURAL, PUBLIC CONJUNCTION WITH ARCHITECTURAL, PUBLIC WITH ARCHITECTURAL, PUBLIC WITH ARCHITECTURAL, PUBLIC ARCHITECTURAL, PUBLIC ARCHITECTURAL, PUBLIC PUBLIC PUBLIC HEALTH, ELECTRICAL AND STRUCTURAL DRAWINGS. 3. PIPES SHALL BE HEAVY DUTY GI PIPE CLASS "B" CONFORMING TO IS 1239. PIPES SHALL BE HEAVY DUTY GI PIPE CLASS "B" CONFORMING TO IS 1239. 4. UNDERGROUND PIPE SHALL BE COATED AND WRAPPED AS PER IS : 10221 WITH UNDERGROUND PIPE SHALL BE COATED AND WRAPPED AS PER IS : 10221 WITH PIPE SHALL BE COATED AND WRAPPED AS PER IS : 10221 WITH PIPE SHALL BE COATED AND WRAPPED AS PER IS : 10221 WITH SHALL BE COATED AND WRAPPED AS PER IS : 10221 WITH SHALL BE COATED AND WRAPPED AS PER IS : 10221 WITH BE COATED AND WRAPPED AS PER IS : 10221 WITH BE COATED AND WRAPPED AS PER IS : 10221 WITH COATED AND WRAPPED AS PER IS : 10221 WITH COATED AND WRAPPED AS PER IS : 10221 WITH AND WRAPPED AS PER IS : 10221 WITH AND WRAPPED AS PER IS : 10221 WITH WRAPPED AS PER IS : 10221 WITH WRAPPED AS PER IS : 10221 WITH AS PER IS : 10221 WITH AS PER IS : 10221 WITH PER IS : 10221 WITH PER IS : 10221 WITH IS : 10221 WITH IS : 10221 WITH : 10221 WITH : 10221 WITH 10221 WITH 10221 WITH WITH WITH "PYPKOTE" WRAPPING COATING MATERIAL OF 4mm THICK. 5. SLUICE VALVE SHALL BE CONFORMING TO IS : 780. SLUICE VALVE SHALL BE CONFORMING TO IS : 780. 6. 5. THE DEPTH OF UNDERGROUND PIPE SHALL BE DECIDED AT SITE AS PER THE 5. THE DEPTH OF UNDERGROUND PIPE SHALL BE DECIDED AT SITE AS PER THE THE DEPTH OF UNDERGROUND PIPE SHALL BE DECIDED AT SITE AS PER THE THE DEPTH OF UNDERGROUND PIPE SHALL BE DECIDED AT SITE AS PER THE THE DEPTH OF UNDERGROUND PIPE SHALL BE DECIDED AT SITE AS PER THE DEPTH OF UNDERGROUND PIPE SHALL BE DECIDED AT SITE AS PER THE DEPTH OF UNDERGROUND PIPE SHALL BE DECIDED AT SITE AS PER THE OF UNDERGROUND PIPE SHALL BE DECIDED AT SITE AS PER THE OF UNDERGROUND PIPE SHALL BE DECIDED AT SITE AS PER THE UNDERGROUND PIPE SHALL BE DECIDED AT SITE AS PER THE UNDERGROUND PIPE SHALL BE DECIDED AT SITE AS PER THE PIPE SHALL BE DECIDED AT SITE AS PER THE PIPE SHALL BE DECIDED AT SITE AS PER THE SHALL BE DECIDED AT SITE AS PER THE SHALL BE DECIDED AT SITE AS PER THE BE DECIDED AT SITE AS PER THE BE DECIDED AT SITE AS PER THE DECIDED AT SITE AS PER THE DECIDED AT SITE AS PER THE AT SITE AS PER THE AT SITE AS PER THE SITE AS PER THE SITE AS PER THE AS PER THE AS PER THE PER THE PER THE THE THE SITE CONDITION TO AVOID FOULING WITH OTHER SERVICES SUBJECT TO THE TOP OF CONDITION TO AVOID FOULING WITH OTHER SERVICES SUBJECT TO THE TOP OF CONDITION TO AVOID FOULING WITH OTHER SERVICES SUBJECT TO THE TOP OF TO AVOID FOULING WITH OTHER SERVICES SUBJECT TO THE TOP OF TO AVOID FOULING WITH OTHER SERVICES SUBJECT TO THE TOP OF AVOID FOULING WITH OTHER SERVICES SUBJECT TO THE TOP OF AVOID FOULING WITH OTHER SERVICES SUBJECT TO THE TOP OF FOULING WITH OTHER SERVICES SUBJECT TO THE TOP OF FOULING WITH OTHER SERVICES SUBJECT TO THE TOP OF WITH OTHER SERVICES SUBJECT TO THE TOP OF WITH OTHER SERVICES SUBJECT TO THE TOP OF OTHER SERVICES SUBJECT TO THE TOP OF OTHER SERVICES SUBJECT TO THE TOP OF SERVICES SUBJECT TO THE TOP OF SERVICES SUBJECT TO THE TOP OF SUBJECT TO THE TOP OF SUBJECT TO THE TOP OF TO THE TOP OF TO THE TOP OF THE TOP OF THE TOP OF TOP OF TOP OF OF OF THE U/G PIPE IS MINIMUM 1M BELOW FROM THE FGL. 7. MINOR CHANGES IN THE PIPE ROUTING SHALL BE MADE TO SUIT SITE LOCATIONS MINOR CHANGES IN THE PIPE ROUTING SHALL BE MADE TO SUIT SITE LOCATIONS CHANGES IN THE PIPE ROUTING SHALL BE MADE TO SUIT SITE LOCATIONS CHANGES IN THE PIPE ROUTING SHALL BE MADE TO SUIT SITE LOCATIONS IN THE PIPE ROUTING SHALL BE MADE TO SUIT SITE LOCATIONS IN THE PIPE ROUTING SHALL BE MADE TO SUIT SITE LOCATIONS THE PIPE ROUTING SHALL BE MADE TO SUIT SITE LOCATIONS THE PIPE ROUTING SHALL BE MADE TO SUIT SITE LOCATIONS PIPE ROUTING SHALL BE MADE TO SUIT SITE LOCATIONS PIPE ROUTING SHALL BE MADE TO SUIT SITE LOCATIONS ROUTING SHALL BE MADE TO SUIT SITE LOCATIONS ROUTING SHALL BE MADE TO SUIT SITE LOCATIONS SHALL BE MADE TO SUIT SITE LOCATIONS SHALL BE MADE TO SUIT SITE LOCATIONS BE MADE TO SUIT SITE LOCATIONS BE MADE TO SUIT SITE LOCATIONS MADE TO SUIT SITE LOCATIONS MADE TO SUIT SITE LOCATIONS TO SUIT SITE LOCATIONS TO SUIT SITE LOCATIONS SUIT SITE LOCATIONS SUIT SITE LOCATIONS SITE LOCATIONS SITE LOCATIONS LOCATIONS LOCATIONS WITHOUT EFFECTING DESIGN ASPECTS. 8. MINOR CHANGES IN THE HYDRANT LOCATION SHALL BE MADE TO SUIT MACHINE/ MINOR CHANGES IN THE HYDRANT LOCATION SHALL BE MADE TO SUIT MACHINE/ CHANGES IN THE HYDRANT LOCATION SHALL BE MADE TO SUIT MACHINE/ CHANGES IN THE HYDRANT LOCATION SHALL BE MADE TO SUIT MACHINE/ IN THE HYDRANT LOCATION SHALL BE MADE TO SUIT MACHINE/ IN THE HYDRANT LOCATION SHALL BE MADE TO SUIT MACHINE/ THE HYDRANT LOCATION SHALL BE MADE TO SUIT MACHINE/ THE HYDRANT LOCATION SHALL BE MADE TO SUIT MACHINE/ HYDRANT LOCATION SHALL BE MADE TO SUIT MACHINE/ HYDRANT LOCATION SHALL BE MADE TO SUIT MACHINE/ LOCATION SHALL BE MADE TO SUIT MACHINE/ LOCATION SHALL BE MADE TO SUIT MACHINE/ SHALL BE MADE TO SUIT MACHINE/ SHALL BE MADE TO SUIT MACHINE/ BE MADE TO SUIT MACHINE/ BE MADE TO SUIT MACHINE/ MADE TO SUIT MACHINE/ MADE TO SUIT MACHINE/ TO SUIT MACHINE/ TO SUIT MACHINE/ SUIT MACHINE/ SUIT MACHINE/ MACHINE/ MACHINE/ EQUIPMENT REQUIREMENT WITHOUT EFFECTING DESIGN ASPECTS. 9. ANY DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE ENGINEER AND ANY DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE ENGINEER AND DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE ENGINEER AND DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE ENGINEER AND ARE TO BE BROUGHT TO THE ATTENTION OF THE ENGINEER AND ARE TO BE BROUGHT TO THE ATTENTION OF THE ENGINEER AND TO BE BROUGHT TO THE ATTENTION OF THE ENGINEER AND TO BE BROUGHT TO THE ATTENTION OF THE ENGINEER AND BE BROUGHT TO THE ATTENTION OF THE ENGINEER AND BE BROUGHT TO THE ATTENTION OF THE ENGINEER AND BROUGHT TO THE ATTENTION OF THE ENGINEER AND BROUGHT TO THE ATTENTION OF THE ENGINEER AND TO THE ATTENTION OF THE ENGINEER AND TO THE ATTENTION OF THE ENGINEER AND THE ATTENTION OF THE ENGINEER AND THE ATTENTION OF THE ENGINEER AND ATTENTION OF THE ENGINEER AND ATTENTION OF THE ENGINEER AND OF THE ENGINEER AND OF THE ENGINEER AND THE ENGINEER AND THE ENGINEER AND ENGINEER AND ENGINEER AND AND AND RESOLVES AT TENDER STAGE BEFORE COMMENCEMENT OF ANY WORK. NO FURTHER AT TENDER STAGE BEFORE COMMENCEMENT OF ANY WORK. NO FURTHER AT TENDER STAGE BEFORE COMMENCEMENT OF ANY WORK. NO FURTHER TENDER STAGE BEFORE COMMENCEMENT OF ANY WORK. NO FURTHER TENDER STAGE BEFORE COMMENCEMENT OF ANY WORK. NO FURTHER STAGE BEFORE COMMENCEMENT OF ANY WORK. NO FURTHER STAGE BEFORE COMMENCEMENT OF ANY WORK. NO FURTHER BEFORE COMMENCEMENT OF ANY WORK. NO FURTHER BEFORE COMMENCEMENT OF ANY WORK. NO FURTHER COMMENCEMENT OF ANY WORK. NO FURTHER COMMENCEMENT OF ANY WORK. NO FURTHER OF ANY WORK. NO FURTHER OF ANY WORK. NO FURTHER ANY WORK. NO FURTHER ANY WORK. NO FURTHER WORK. NO FURTHER WORK. NO FURTHER NO FURTHER NO FURTHER FURTHER FURTHER CLAIMS SHALL BE ENTERTAINED THEREAFTER.
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LEGENDS:-
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SR. NO.
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SYMBOL
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DESCRIPTION
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RUBBER FIRE HOSE ( 63mm,2Nos, 15m LENGTH)
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BRANCH PIPE & NOZZLE
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5.
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6.
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150 GI CLASS 'B' HYDRANT PIPE
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1.
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SINGLE HEADED
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SH
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2.
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3.
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4.
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7.
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8.
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9.
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HB
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SINGLE HEADED YARD HYDRANT
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FIRE HOSE BOX WITH SET OF HOSE
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GATE/SLUICE VALVE WITH CHAMBER
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CO2 4.5 Kg (CARBON DIOXIDE TYPE EXTINGUISHER)
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HOSE REEL, 20MM, 30MLONG
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10.
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PENDENT SPRINKLER
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11.
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AFFF 9.0 LTS. (AQUEOUS FILM FORMING FOAM TYPE EXTINGUISHER)
CONSULTING ENGINEERS LIMITED
MUMBAI
'P' (PRELIMINARY) ISSUES ARE NOT TO BE USED FOR
CONSTRUCTION / FABRICATION BUT ARE ISSUED FOR
LIMITED PURPOSES ONLY AS INDICATED IN THE SMALL
BLOCK ABOVE THIS BLOCK.
CONSTRUCTION / FABRICATION WORK IS PERMITTED ON 'R'
(RELEASED) ISSUES ONLY.
INFORMATION CONTAINED WITHIN 'HOLD' IS NOT RELEASED
FOR CONSTUCTION / FABRICATION. FIELD MUST GET
DESIGN OFFICE TO CLEAR 'HOLDS' IN TIME BEFORE
PROCEEDING WITH ANY CONSTRUCTION / FABRICATION
WORK RELATED TO 'HOLDS'.
Proprietary rights of the information contained herein belong to TCE. This
information is intended to be used for the mentioned purpose/project only.
In case of misuse of information and any claim arising thereof, cost and
consequence will be on the party misusing the information.
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A
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B
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C
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1
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2
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3
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4
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UP
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CSS
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FHC
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SERVICES 14340x4080
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ROAD
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FFL +0.45
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FOOTPATH
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FOOTPATH
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STAIRCASE 4190X7000
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RAMP UP
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RAMP UP (slope 1:10)
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RS
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D1
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LIFT (8 PAX)
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D6
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D4
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FD
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FRL %%P0.0
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UP
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LOBBY 2160x1900
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SG
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D3
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V1
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FFL +0.15
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1000 PROJECTION AT 1ST FLOOR
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FFL +0.15
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FFL +0.60
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FFL +0.60
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SW4
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FX1
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FX2
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FX1
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W1
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W1
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D4
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TOILET
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SEPTIC TANK 60 user
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SOAK PIT
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SPACE FOR
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DG
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A
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B
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C
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2
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2'
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1
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1'
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DN
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2500x1500mm wide hatch covered with checkered tiles
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water tank below
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MH
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MH
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RAMP UP
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FX2
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W=1200 T= 300 R= 32equal parts
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ELECTRICAL ROOM 2475x3150
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2nd FLOOR PLAN
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UPS /ELEC. ROOM 9920 x 6650
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HVAC
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LV
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CANTEEN 7975x4080
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LOBBY 4725x2900
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LOBBY 2140x1900
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LIFT (8 PAX)
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FFL +9.60
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FD3
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FD1
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LOBBY 3430X1950
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1000 WIDE PASSAGE
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D4
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D3
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D1
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D4
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D6
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D3
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FD
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FD1
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V1
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DW1
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DW2
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A
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B
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C
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2
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2'
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1
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1'
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UP
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DN
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STAIRCASE 4190X7000
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GLAZING
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GREEN WALL
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GLAZING
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GLAZING
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HUB ROOM 2050x1600
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CONFERENCE ROOM 5000x2900
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SG4
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SG1
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SG3
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FD2
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W1
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W1
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ALUMINUM LOUVERS
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ALUMINUM LOUVERS
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TOILET
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PL SHAFT 600X1500
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TOILET 2590X1500
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WATER DISPENSER
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150MM LEDGE WALL
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100MM WIDE UNDER COUNTER LEDGE WALL
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A
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B
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C
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1
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2
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3
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4
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FX2
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SW1
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SW1
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SW1
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SG2
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SW4
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FX1
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FX2
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FX1
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SW1
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SW2
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SW3
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SW1
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T= 300 R= 150 W=1800
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WFS
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Ø25
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Ø40
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Ø25
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Ø25
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Ø32
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Ø25
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Ø40
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Ø50
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Ø50
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Ø50
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Ø65
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Ø25
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Ø25
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Ø25
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Ø25
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Ø25
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KEY PLAN
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NTS
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NORTH
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FILE NAME
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SCALE
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DC & DISC
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:
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DWG NO.
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ISSUE
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ISSUE
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CV
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DRN
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ME
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EL
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IC
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CLEARED
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DSN
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CHD
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PE/PM
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APPD
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DATE
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SIGN.
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INITIALS
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SIGN.
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INITIALS
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REVISIONS
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SIGN.
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INITIALS
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REVISIONS
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SIGN.
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INITIALS
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REVISIONS
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SIGN.
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INITIALS
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REVISIONS
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FOR TENDER PURPOSE ONLY
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:
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:
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DO NOT SCALE
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DWG NO
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TITLE:
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MR
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MA
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MAM
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13-05-2020
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P0
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GUWAHATI SMART CITY DEVELOPMENT AGENCY LTD.
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SMART CITY MISSION GUWAHATI
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SECOND FLOOR FPS LAYOUT
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1:50
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PN-ME
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TCE.10477A-ME-6041-FF-60103
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10477A-ME-6041-FF-60103P0.dwg
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P0
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SECOND FLOOR FPS LAYOUT
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TCE.10477A-ME-6041-FF-60103
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NOTES: 1. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE STATED. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE STATED. 2. THIS DRAWING SHALL BE READ IN CONJUNCTION WITH ARCHITECTURAL, PUBLIC THIS DRAWING SHALL BE READ IN CONJUNCTION WITH ARCHITECTURAL, PUBLIC DRAWING SHALL BE READ IN CONJUNCTION WITH ARCHITECTURAL, PUBLIC DRAWING SHALL BE READ IN CONJUNCTION WITH ARCHITECTURAL, PUBLIC SHALL BE READ IN CONJUNCTION WITH ARCHITECTURAL, PUBLIC SHALL BE READ IN CONJUNCTION WITH ARCHITECTURAL, PUBLIC BE READ IN CONJUNCTION WITH ARCHITECTURAL, PUBLIC BE READ IN CONJUNCTION WITH ARCHITECTURAL, PUBLIC READ IN CONJUNCTION WITH ARCHITECTURAL, PUBLIC READ IN CONJUNCTION WITH ARCHITECTURAL, PUBLIC IN CONJUNCTION WITH ARCHITECTURAL, PUBLIC IN CONJUNCTION WITH ARCHITECTURAL, PUBLIC CONJUNCTION WITH ARCHITECTURAL, PUBLIC CONJUNCTION WITH ARCHITECTURAL, PUBLIC WITH ARCHITECTURAL, PUBLIC WITH ARCHITECTURAL, PUBLIC ARCHITECTURAL, PUBLIC ARCHITECTURAL, PUBLIC PUBLIC PUBLIC HEALTH, ELECTRICAL AND STRUCTURAL DRAWINGS. 3. PIPES SHALL BE HEAVY DUTY GI PIPE CLASS "B" CONFORMING TO IS 1239. PIPES SHALL BE HEAVY DUTY GI PIPE CLASS "B" CONFORMING TO IS 1239. 4. UNDERGROUND PIPE SHALL BE COATED AND WRAPPED AS PER IS : 10221 WITH UNDERGROUND PIPE SHALL BE COATED AND WRAPPED AS PER IS : 10221 WITH PIPE SHALL BE COATED AND WRAPPED AS PER IS : 10221 WITH PIPE SHALL BE COATED AND WRAPPED AS PER IS : 10221 WITH SHALL BE COATED AND WRAPPED AS PER IS : 10221 WITH SHALL BE COATED AND WRAPPED AS PER IS : 10221 WITH BE COATED AND WRAPPED AS PER IS : 10221 WITH BE COATED AND WRAPPED AS PER IS : 10221 WITH COATED AND WRAPPED AS PER IS : 10221 WITH COATED AND WRAPPED AS PER IS : 10221 WITH AND WRAPPED AS PER IS : 10221 WITH AND WRAPPED AS PER IS : 10221 WITH WRAPPED AS PER IS : 10221 WITH WRAPPED AS PER IS : 10221 WITH AS PER IS : 10221 WITH AS PER IS : 10221 WITH PER IS : 10221 WITH PER IS : 10221 WITH IS : 10221 WITH IS : 10221 WITH : 10221 WITH : 10221 WITH 10221 WITH 10221 WITH WITH WITH "PYPKOTE" WRAPPING COATING MATERIAL OF 4mm THICK. 5. SLUICE VALVE SHALL BE CONFORMING TO IS : 780. SLUICE VALVE SHALL BE CONFORMING TO IS : 780. 6. 5. THE DEPTH OF UNDERGROUND PIPE SHALL BE DECIDED AT SITE AS PER THE 5. THE DEPTH OF UNDERGROUND PIPE SHALL BE DECIDED AT SITE AS PER THE THE DEPTH OF UNDERGROUND PIPE SHALL BE DECIDED AT SITE AS PER THE THE DEPTH OF UNDERGROUND PIPE SHALL BE DECIDED AT SITE AS PER THE THE DEPTH OF UNDERGROUND PIPE SHALL BE DECIDED AT SITE AS PER THE DEPTH OF UNDERGROUND PIPE SHALL BE DECIDED AT SITE AS PER THE DEPTH OF UNDERGROUND PIPE SHALL BE DECIDED AT SITE AS PER THE OF UNDERGROUND PIPE SHALL BE DECIDED AT SITE AS PER THE OF UNDERGROUND PIPE SHALL BE DECIDED AT SITE AS PER THE UNDERGROUND PIPE SHALL BE DECIDED AT SITE AS PER THE UNDERGROUND PIPE SHALL BE DECIDED AT SITE AS PER THE PIPE SHALL BE DECIDED AT SITE AS PER THE PIPE SHALL BE DECIDED AT SITE AS PER THE SHALL BE DECIDED AT SITE AS PER THE SHALL BE DECIDED AT SITE AS PER THE BE DECIDED AT SITE AS PER THE BE DECIDED AT SITE AS PER THE DECIDED AT SITE AS PER THE DECIDED AT SITE AS PER THE AT SITE AS PER THE AT SITE AS PER THE SITE AS PER THE SITE AS PER THE AS PER THE AS PER THE PER THE PER THE THE THE SITE CONDITION TO AVOID FOULING WITH OTHER SERVICES SUBJECT TO THE TOP OF CONDITION TO AVOID FOULING WITH OTHER SERVICES SUBJECT TO THE TOP OF CONDITION TO AVOID FOULING WITH OTHER SERVICES SUBJECT TO THE TOP OF TO AVOID FOULING WITH OTHER SERVICES SUBJECT TO THE TOP OF TO AVOID FOULING WITH OTHER SERVICES SUBJECT TO THE TOP OF AVOID FOULING WITH OTHER SERVICES SUBJECT TO THE TOP OF AVOID FOULING WITH OTHER SERVICES SUBJECT TO THE TOP OF FOULING WITH OTHER SERVICES SUBJECT TO THE TOP OF FOULING WITH OTHER SERVICES SUBJECT TO THE TOP OF WITH OTHER SERVICES SUBJECT TO THE TOP OF WITH OTHER SERVICES SUBJECT TO THE TOP OF OTHER SERVICES SUBJECT TO THE TOP OF OTHER SERVICES SUBJECT TO THE TOP OF SERVICES SUBJECT TO THE TOP OF SERVICES SUBJECT TO THE TOP OF SUBJECT TO THE TOP OF SUBJECT TO THE TOP OF TO THE TOP OF TO THE TOP OF THE TOP OF THE TOP OF TOP OF TOP OF OF OF THE U/G PIPE IS MINIMUM 1M BELOW FROM THE FGL. 7. MINOR CHANGES IN THE PIPE ROUTING SHALL BE MADE TO SUIT SITE LOCATIONS MINOR CHANGES IN THE PIPE ROUTING SHALL BE MADE TO SUIT SITE LOCATIONS CHANGES IN THE PIPE ROUTING SHALL BE MADE TO SUIT SITE LOCATIONS CHANGES IN THE PIPE ROUTING SHALL BE MADE TO SUIT SITE LOCATIONS IN THE PIPE ROUTING SHALL BE MADE TO SUIT SITE LOCATIONS IN THE PIPE ROUTING SHALL BE MADE TO SUIT SITE LOCATIONS THE PIPE ROUTING SHALL BE MADE TO SUIT SITE LOCATIONS THE PIPE ROUTING SHALL BE MADE TO SUIT SITE LOCATIONS PIPE ROUTING SHALL BE MADE TO SUIT SITE LOCATIONS PIPE ROUTING SHALL BE MADE TO SUIT SITE LOCATIONS ROUTING SHALL BE MADE TO SUIT SITE LOCATIONS ROUTING SHALL BE MADE TO SUIT SITE LOCATIONS SHALL BE MADE TO SUIT SITE LOCATIONS SHALL BE MADE TO SUIT SITE LOCATIONS BE MADE TO SUIT SITE LOCATIONS BE MADE TO SUIT SITE LOCATIONS MADE TO SUIT SITE LOCATIONS MADE TO SUIT SITE LOCATIONS TO SUIT SITE LOCATIONS TO SUIT SITE LOCATIONS SUIT SITE LOCATIONS SUIT SITE LOCATIONS SITE LOCATIONS SITE LOCATIONS LOCATIONS LOCATIONS WITHOUT EFFECTING DESIGN ASPECTS. 8. MINOR CHANGES IN THE HYDRANT LOCATION SHALL BE MADE TO SUIT MACHINE/ MINOR CHANGES IN THE HYDRANT LOCATION SHALL BE MADE TO SUIT MACHINE/ CHANGES IN THE HYDRANT LOCATION SHALL BE MADE TO SUIT MACHINE/ CHANGES IN THE HYDRANT LOCATION SHALL BE MADE TO SUIT MACHINE/ IN THE HYDRANT LOCATION SHALL BE MADE TO SUIT MACHINE/ IN THE HYDRANT LOCATION SHALL BE MADE TO SUIT MACHINE/ THE HYDRANT LOCATION SHALL BE MADE TO SUIT MACHINE/ THE HYDRANT LOCATION SHALL BE MADE TO SUIT MACHINE/ HYDRANT LOCATION SHALL BE MADE TO SUIT MACHINE/ HYDRANT LOCATION SHALL BE MADE TO SUIT MACHINE/ LOCATION SHALL BE MADE TO SUIT MACHINE/ LOCATION SHALL BE MADE TO SUIT MACHINE/ SHALL BE MADE TO SUIT MACHINE/ SHALL BE MADE TO SUIT MACHINE/ BE MADE TO SUIT MACHINE/ BE MADE TO SUIT MACHINE/ MADE TO SUIT MACHINE/ MADE TO SUIT MACHINE/ TO SUIT MACHINE/ TO SUIT MACHINE/ SUIT MACHINE/ SUIT MACHINE/ MACHINE/ MACHINE/ EQUIPMENT REQUIREMENT WITHOUT EFFECTING DESIGN ASPECTS. 9. ANY DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE ENGINEER AND ANY DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE ENGINEER AND DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE ENGINEER AND DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE ENGINEER AND ARE TO BE BROUGHT TO THE ATTENTION OF THE ENGINEER AND ARE TO BE BROUGHT TO THE ATTENTION OF THE ENGINEER AND TO BE BROUGHT TO THE ATTENTION OF THE ENGINEER AND TO BE BROUGHT TO THE ATTENTION OF THE ENGINEER AND BE BROUGHT TO THE ATTENTION OF THE ENGINEER AND BE BROUGHT TO THE ATTENTION OF THE ENGINEER AND BROUGHT TO THE ATTENTION OF THE ENGINEER AND BROUGHT TO THE ATTENTION OF THE ENGINEER AND TO THE ATTENTION OF THE ENGINEER AND TO THE ATTENTION OF THE ENGINEER AND THE ATTENTION OF THE ENGINEER AND THE ATTENTION OF THE ENGINEER AND ATTENTION OF THE ENGINEER AND ATTENTION OF THE ENGINEER AND OF THE ENGINEER AND OF THE ENGINEER AND THE ENGINEER AND THE ENGINEER AND ENGINEER AND ENGINEER AND AND AND RESOLVES AT TENDER STAGE BEFORE COMMENCEMENT OF ANY WORK. NO FURTHER AT TENDER STAGE BEFORE COMMENCEMENT OF ANY WORK. NO FURTHER AT TENDER STAGE BEFORE COMMENCEMENT OF ANY WORK. NO FURTHER TENDER STAGE BEFORE COMMENCEMENT OF ANY WORK. NO FURTHER TENDER STAGE BEFORE COMMENCEMENT OF ANY WORK. NO FURTHER STAGE BEFORE COMMENCEMENT OF ANY WORK. NO FURTHER STAGE BEFORE COMMENCEMENT OF ANY WORK. NO FURTHER BEFORE COMMENCEMENT OF ANY WORK. NO FURTHER BEFORE COMMENCEMENT OF ANY WORK. NO FURTHER COMMENCEMENT OF ANY WORK. NO FURTHER COMMENCEMENT OF ANY WORK. NO FURTHER OF ANY WORK. NO FURTHER OF ANY WORK. NO FURTHER ANY WORK. NO FURTHER ANY WORK. NO FURTHER WORK. NO FURTHER WORK. NO FURTHER NO FURTHER NO FURTHER FURTHER FURTHER CLAIMS SHALL BE ENTERTAINED THEREAFTER.
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LEGENDS:-
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SR. NO.
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SYMBOL
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DESCRIPTION
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RUBBER FIRE HOSE ( 63mm,2Nos, 15m LENGTH)
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BRANCH PIPE & NOZZLE
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5.
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6.
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150 GI CLASS 'B' HYDRANT PIPE
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1.
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SINGLE HEADED
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SH
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2.
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3.
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4.
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7.
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8.
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9.
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HB
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SINGLE HEADED YARD HYDRANT
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FIRE HOSE BOX WITH SET OF HOSE
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GATE/SLUICE VALVE WITH CHAMBER
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CO2 4.5 Kg (CARBON DIOXIDE TYPE EXTINGUISHER)
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HOSE REEL, 20MM, 30MLONG
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10.
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PENDENT SPRINKLER
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11.
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AFFF 9.0 LTS. (AQUEOUS FILM FORMING FOAM TYPE EXTINGUISHER)
CONSULTING ENGINEERS LIMITED
MUMBAI
'P' (PRELIMINARY) ISSUES ARE NOT TO BE USED FOR
CONSTRUCTION / FABRICATION BUT ARE ISSUED FOR
LIMITED PURPOSES ONLY AS INDICATED IN THE SMALL
BLOCK ABOVE THIS BLOCK.
CONSTRUCTION / FABRICATION WORK IS PERMITTED ON 'R'
(RELEASED) ISSUES ONLY.
INFORMATION CONTAINED WITHIN 'HOLD' IS NOT RELEASED
FOR CONSTUCTION / FABRICATION. FIELD MUST GET
DESIGN OFFICE TO CLEAR 'HOLDS' IN TIME BEFORE
PROCEEDING WITH ANY CONSTRUCTION / FABRICATION
WORK RELATED TO 'HOLDS'.
Proprietary rights of the information contained herein belong to TCE. This
information is intended to be used for the mentioned purpose/project only.
In case of misuse of information and any claim arising thereof, cost and
consequence will be on the party misusing the information.
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3rd FLOOR PLAN
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DATA CENTER 9920x6650
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HVAC
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LV
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ELECTRICAL ROOM 2475x3150
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LOBBY 4800x2900
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AHU ROOM 2855x4080
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NETWORK ROOM 4890x7210
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LOBBY 2160x1900
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LIFT (8 PAX)
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FFL +14.10
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FD3
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LOBBY 3430X1950
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1000 WIDE PASSAGE
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D3
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D6
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D1
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D4
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D4
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FD1
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D5
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FD2
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FD1
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V1
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D5
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HUB ROOM 2050x1600
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A
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B
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C
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2
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2'
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1
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1'
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UP
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DN
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STAIRCASE 4190X7000
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FX2
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SW3
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SG4
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W1
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W1
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TOILET
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150MM LEDGE WALL
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100MM WIDE UNDER COUNTER LEDGE WALL
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A
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B
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C
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1
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2
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3
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4
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GLAZING
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GREEN WALL
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GLAZING
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GLAZING
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SG1
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SG3
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ALUMINUM LOUVERS
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ALUMINUM LOUVERS
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SW1
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SW1
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SW1
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SG2
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SW4
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FX1
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FX2
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FX1
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SW1
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SW2
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SW3
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SW1
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FD
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T= 300 R= 150 W=1800
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WFS
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Ø25
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Ø40
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Ø25
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Ø25
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Ø50
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Ø25
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Ø25
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A
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B
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C
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1
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2
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3
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4
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UP
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CSS
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FHC
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SERVICES 14340x4080
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ROAD
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FFL +0.45
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FOOTPATH
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FOOTPATH
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STAIRCASE 4190X7000
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RAMP UP
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RAMP UP (slope 1:10)
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RS
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D1
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LIFT (8 PAX)
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D6
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D4
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FD
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FRL %%P0.0
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UP
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LOBBY 2160x1900
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SG
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D3
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V1
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FFL +0.15
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1000 PROJECTION AT 1ST FLOOR
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FFL +0.15
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FFL +0.60
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FFL +0.60
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SW4
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FX1
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FX2
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FX1
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W1
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W1
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D4
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TOILET
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SEPTIC TANK 60 user
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SOAK PIT
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SPACE FOR
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DG
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A
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B
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C
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2
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2'
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1
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1'
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DN
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2500x1500mm wide hatch covered with checkered tiles
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water tank below
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MH
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MH
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RAMP UP
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FX2
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W=1200 T= 300 R= 32equal parts
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KEY PLAN
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NTS
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NORTH
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FILE NAME
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SCALE
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DC & DISC
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:
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DWG NO.
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ISSUE
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ISSUE
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CV
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DRN
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ME
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EL
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IC
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CLEARED
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DSN
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CHD
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PE/PM
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APPD
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DATE
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SIGN.
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INITIALS
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SIGN.
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INITIALS
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REVISIONS
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SIGN.
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INITIALS
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REVISIONS
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SIGN.
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INITIALS
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REVISIONS
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SIGN.
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INITIALS
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REVISIONS
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FOR TENDER PURPOSE ONLY
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:
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:
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DO NOT SCALE
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DWG NO
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TITLE:
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MR
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MA
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MAM
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13-05-2020
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P0
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GUWAHATI SMART CITY DEVELOPMENT AGENCY LTD.
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SMART CITY MISSION GUWAHATI
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THIRD FLOOR FPS LAYOUT
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1:50
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PN-ME
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TCE.10477A-ME-6041-FF-60104
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10477A-ME-6041-FF-60104P0.dwg
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P0
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THIRD FLOOR FPS LAYOUT
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TCE.10477A-ME-6041-FF-60104
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NOTES: 1. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE STATED. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE STATED. 2. THIS DRAWING SHALL BE READ IN CONJUNCTION WITH ARCHITECTURAL, PUBLIC THIS DRAWING SHALL BE READ IN CONJUNCTION WITH ARCHITECTURAL, PUBLIC DRAWING SHALL BE READ IN CONJUNCTION WITH ARCHITECTURAL, PUBLIC DRAWING SHALL BE READ IN CONJUNCTION WITH ARCHITECTURAL, PUBLIC SHALL BE READ IN CONJUNCTION WITH ARCHITECTURAL, PUBLIC SHALL BE READ IN CONJUNCTION WITH ARCHITECTURAL, PUBLIC BE READ IN CONJUNCTION WITH ARCHITECTURAL, PUBLIC BE READ IN CONJUNCTION WITH ARCHITECTURAL, PUBLIC READ IN CONJUNCTION WITH ARCHITECTURAL, PUBLIC READ IN CONJUNCTION WITH ARCHITECTURAL, PUBLIC IN CONJUNCTION WITH ARCHITECTURAL, PUBLIC IN CONJUNCTION WITH ARCHITECTURAL, PUBLIC CONJUNCTION WITH ARCHITECTURAL, PUBLIC CONJUNCTION WITH ARCHITECTURAL, PUBLIC WITH ARCHITECTURAL, PUBLIC WITH ARCHITECTURAL, PUBLIC ARCHITECTURAL, PUBLIC ARCHITECTURAL, PUBLIC PUBLIC PUBLIC HEALTH, ELECTRICAL AND STRUCTURAL DRAWINGS. 3. PIPES SHALL BE HEAVY DUTY GI PIPE CLASS "B" CONFORMING TO IS 1239. PIPES SHALL BE HEAVY DUTY GI PIPE CLASS "B" CONFORMING TO IS 1239. 4. UNDERGROUND PIPE SHALL BE COATED AND WRAPPED AS PER IS : 10221 WITH UNDERGROUND PIPE SHALL BE COATED AND WRAPPED AS PER IS : 10221 WITH PIPE SHALL BE COATED AND WRAPPED AS PER IS : 10221 WITH PIPE SHALL BE COATED AND WRAPPED AS PER IS : 10221 WITH SHALL BE COATED AND WRAPPED AS PER IS : 10221 WITH SHALL BE COATED AND WRAPPED AS PER IS : 10221 WITH BE COATED AND WRAPPED AS PER IS : 10221 WITH BE COATED AND WRAPPED AS PER IS : 10221 WITH COATED AND WRAPPED AS PER IS : 10221 WITH COATED AND WRAPPED AS PER IS : 10221 WITH AND WRAPPED AS PER IS : 10221 WITH AND WRAPPED AS PER IS : 10221 WITH WRAPPED AS PER IS : 10221 WITH WRAPPED AS PER IS : 10221 WITH AS PER IS : 10221 WITH AS PER IS : 10221 WITH PER IS : 10221 WITH PER IS : 10221 WITH IS : 10221 WITH IS : 10221 WITH : 10221 WITH : 10221 WITH 10221 WITH 10221 WITH WITH WITH "PYPKOTE" WRAPPING COATING MATERIAL OF 4mm THICK. 5. SLUICE VALVE SHALL BE CONFORMING TO IS : 780. SLUICE VALVE SHALL BE CONFORMING TO IS : 780. 6. 5. THE DEPTH OF UNDERGROUND PIPE SHALL BE DECIDED AT SITE AS PER THE 5. THE DEPTH OF UNDERGROUND PIPE SHALL BE DECIDED AT SITE AS PER THE THE DEPTH OF UNDERGROUND PIPE SHALL BE DECIDED AT SITE AS PER THE THE DEPTH OF UNDERGROUND PIPE SHALL BE DECIDED AT SITE AS PER THE THE DEPTH OF UNDERGROUND PIPE SHALL BE DECIDED AT SITE AS PER THE DEPTH OF UNDERGROUND PIPE SHALL BE DECIDED AT SITE AS PER THE DEPTH OF UNDERGROUND PIPE SHALL BE DECIDED AT SITE AS PER THE OF UNDERGROUND PIPE SHALL BE DECIDED AT SITE AS PER THE OF UNDERGROUND PIPE SHALL BE DECIDED AT SITE AS PER THE UNDERGROUND PIPE SHALL BE DECIDED AT SITE AS PER THE UNDERGROUND PIPE SHALL BE DECIDED AT SITE AS PER THE PIPE SHALL BE DECIDED AT SITE AS PER THE PIPE SHALL BE DECIDED AT SITE AS PER THE SHALL BE DECIDED AT SITE AS PER THE SHALL BE DECIDED AT SITE AS PER THE BE DECIDED AT SITE AS PER THE BE DECIDED AT SITE AS PER THE DECIDED AT SITE AS PER THE DECIDED AT SITE AS PER THE AT SITE AS PER THE AT SITE AS PER THE SITE AS PER THE SITE AS PER THE AS PER THE AS PER THE PER THE PER THE THE THE SITE CONDITION TO AVOID FOULING WITH OTHER SERVICES SUBJECT TO THE TOP OF CONDITION TO AVOID FOULING WITH OTHER SERVICES SUBJECT TO THE TOP OF CONDITION TO AVOID FOULING WITH OTHER SERVICES SUBJECT TO THE TOP OF TO AVOID FOULING WITH OTHER SERVICES SUBJECT TO THE TOP OF TO AVOID FOULING WITH OTHER SERVICES SUBJECT TO THE TOP OF AVOID FOULING WITH OTHER SERVICES SUBJECT TO THE TOP OF AVOID FOULING WITH OTHER SERVICES SUBJECT TO THE TOP OF FOULING WITH OTHER SERVICES SUBJECT TO THE TOP OF FOULING WITH OTHER SERVICES SUBJECT TO THE TOP OF WITH OTHER SERVICES SUBJECT TO THE TOP OF WITH OTHER SERVICES SUBJECT TO THE TOP OF OTHER SERVICES SUBJECT TO THE TOP OF OTHER SERVICES SUBJECT TO THE TOP OF SERVICES SUBJECT TO THE TOP OF SERVICES SUBJECT TO THE TOP OF SUBJECT TO THE TOP OF SUBJECT TO THE TOP OF TO THE TOP OF TO THE TOP OF THE TOP OF THE TOP OF TOP OF TOP OF OF OF THE U/G PIPE IS MINIMUM 1M BELOW FROM THE FGL. 7. MINOR CHANGES IN THE PIPE ROUTING SHALL BE MADE TO SUIT SITE LOCATIONS MINOR CHANGES IN THE PIPE ROUTING SHALL BE MADE TO SUIT SITE LOCATIONS CHANGES IN THE PIPE ROUTING SHALL BE MADE TO SUIT SITE LOCATIONS CHANGES IN THE PIPE ROUTING SHALL BE MADE TO SUIT SITE LOCATIONS IN THE PIPE ROUTING SHALL BE MADE TO SUIT SITE LOCATIONS IN THE PIPE ROUTING SHALL BE MADE TO SUIT SITE LOCATIONS THE PIPE ROUTING SHALL BE MADE TO SUIT SITE LOCATIONS THE PIPE ROUTING SHALL BE MADE TO SUIT SITE LOCATIONS PIPE ROUTING SHALL BE MADE TO SUIT SITE LOCATIONS PIPE ROUTING SHALL BE MADE TO SUIT SITE LOCATIONS ROUTING SHALL BE MADE TO SUIT SITE LOCATIONS ROUTING SHALL BE MADE TO SUIT SITE LOCATIONS SHALL BE MADE TO SUIT SITE LOCATIONS SHALL BE MADE TO SUIT SITE LOCATIONS BE MADE TO SUIT SITE LOCATIONS BE MADE TO SUIT SITE LOCATIONS MADE TO SUIT SITE LOCATIONS MADE TO SUIT SITE LOCATIONS TO SUIT SITE LOCATIONS TO SUIT SITE LOCATIONS SUIT SITE LOCATIONS SUIT SITE LOCATIONS SITE LOCATIONS SITE LOCATIONS LOCATIONS LOCATIONS WITHOUT EFFECTING DESIGN ASPECTS. 8. MINOR CHANGES IN THE HYDRANT LOCATION SHALL BE MADE TO SUIT MACHINE/ MINOR CHANGES IN THE HYDRANT LOCATION SHALL BE MADE TO SUIT MACHINE/ CHANGES IN THE HYDRANT LOCATION SHALL BE MADE TO SUIT MACHINE/ CHANGES IN THE HYDRANT LOCATION SHALL BE MADE TO SUIT MACHINE/ IN THE HYDRANT LOCATION SHALL BE MADE TO SUIT MACHINE/ IN THE HYDRANT LOCATION SHALL BE MADE TO SUIT MACHINE/ THE HYDRANT LOCATION SHALL BE MADE TO SUIT MACHINE/ THE HYDRANT LOCATION SHALL BE MADE TO SUIT MACHINE/ HYDRANT LOCATION SHALL BE MADE TO SUIT MACHINE/ HYDRANT LOCATION SHALL BE MADE TO SUIT MACHINE/ LOCATION SHALL BE MADE TO SUIT MACHINE/ LOCATION SHALL BE MADE TO SUIT MACHINE/ SHALL BE MADE TO SUIT MACHINE/ SHALL BE MADE TO SUIT MACHINE/ BE MADE TO SUIT MACHINE/ BE MADE TO SUIT MACHINE/ MADE TO SUIT MACHINE/ MADE TO SUIT MACHINE/ TO SUIT MACHINE/ TO SUIT MACHINE/ SUIT MACHINE/ SUIT MACHINE/ MACHINE/ MACHINE/ EQUIPMENT REQUIREMENT WITHOUT EFFECTING DESIGN ASPECTS. 9. ANY DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE ENGINEER AND ANY DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE ENGINEER AND DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE ENGINEER AND DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE ENGINEER AND ARE TO BE BROUGHT TO THE ATTENTION OF THE ENGINEER AND ARE TO BE BROUGHT TO THE ATTENTION OF THE ENGINEER AND TO BE BROUGHT TO THE ATTENTION OF THE ENGINEER AND TO BE BROUGHT TO THE ATTENTION OF THE ENGINEER AND BE BROUGHT TO THE ATTENTION OF THE ENGINEER AND BE BROUGHT TO THE ATTENTION OF THE ENGINEER AND BROUGHT TO THE ATTENTION OF THE ENGINEER AND BROUGHT TO THE ATTENTION OF THE ENGINEER AND TO THE ATTENTION OF THE ENGINEER AND TO THE ATTENTION OF THE ENGINEER AND THE ATTENTION OF THE ENGINEER AND THE ATTENTION OF THE ENGINEER AND ATTENTION OF THE ENGINEER AND ATTENTION OF THE ENGINEER AND OF THE ENGINEER AND OF THE ENGINEER AND THE ENGINEER AND THE ENGINEER AND ENGINEER AND ENGINEER AND AND AND RESOLVES AT TENDER STAGE BEFORE COMMENCEMENT OF ANY WORK. NO FURTHER AT TENDER STAGE BEFORE COMMENCEMENT OF ANY WORK. NO FURTHER AT TENDER STAGE BEFORE COMMENCEMENT OF ANY WORK. NO FURTHER TENDER STAGE BEFORE COMMENCEMENT OF ANY WORK. NO FURTHER TENDER STAGE BEFORE COMMENCEMENT OF ANY WORK. NO FURTHER STAGE BEFORE COMMENCEMENT OF ANY WORK. NO FURTHER STAGE BEFORE COMMENCEMENT OF ANY WORK. NO FURTHER BEFORE COMMENCEMENT OF ANY WORK. NO FURTHER BEFORE COMMENCEMENT OF ANY WORK. NO FURTHER COMMENCEMENT OF ANY WORK. NO FURTHER COMMENCEMENT OF ANY WORK. NO FURTHER OF ANY WORK. NO FURTHER OF ANY WORK. NO FURTHER ANY WORK. NO FURTHER ANY WORK. NO FURTHER WORK. NO FURTHER WORK. NO FURTHER NO FURTHER NO FURTHER FURTHER FURTHER CLAIMS SHALL BE ENTERTAINED THEREAFTER.
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LEGENDS:-
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SR. NO.
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SYMBOL
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DESCRIPTION
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RUBBER FIRE HOSE ( 63mm,2Nos, 15m LENGTH)
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BRANCH PIPE & NOZZLE
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5.
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6.
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150 GI CLASS 'B' HYDRANT PIPE
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1.
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SINGLE HEADED
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SH
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2.
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3.
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4.
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7.
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8.
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9.
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HB
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SINGLE HEADED YARD HYDRANT
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FIRE HOSE BOX WITH SET OF HOSE
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GATE/SLUICE VALVE WITH CHAMBER
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CO2 4.5 Kg (CARBON DIOXIDE TYPE EXTINGUISHER)
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HOSE REEL, 20MM, 30MLONG
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10.
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PENDENT SPRINKLER
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11.
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AFFF 9.0 LTS. (AQUEOUS FILM FORMING FOAM TYPE EXTINGUISHER)
900
DN
CONSULTING ENGINEERS LIMITED
MUMBAI
'P' (PRELIMINARY) ISSUES ARE NOT TO BE USED FOR
CONSTRUCTION / FABRICATION BUT ARE ISSUED FOR
LIMITED PURPOSES ONLY AS INDICATED IN THE SMALL
BLOCK ABOVE THIS BLOCK.
CONSTRUCTION / FABRICATION WORK IS PERMITTED ON 'R'
(RELEASED) ISSUES ONLY.
INFORMATION CONTAINED WITHIN 'HOLD' IS NOT RELEASED
FOR CONSTUCTION / FABRICATION. FIELD MUST GET
DESIGN OFFICE TO CLEAR 'HOLDS' IN TIME BEFORE
PROCEEDING WITH ANY CONSTRUCTION / FABRICATION
WORK RELATED TO 'HOLDS'.
Proprietary rights of the information contained herein belong to TCE. This
information is intended to be used for the mentioned purpose/project only.
In case of misuse of information and any claim arising thereof, cost and
consequence will be on the party misusing the information.
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4TH FLOOR PLAN
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ELECTRICAL ROOM 2930x3150
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HVAC
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CONFERENCE ROOM 8575x2600
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UP
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LV
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FHC
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COMMAND CONTROL CENTER 10540x12050
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SCREEN
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LOBBY 2160x2000
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LIFT (8 PAX)
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FFL +18.60
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FFL +19.5
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FFL +20.10
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D4
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D2
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1000 WIDE PASSAGE
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FFL +19.8
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FFL +19.5
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FFL +19.2
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FFL +18.9
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FFL +18.6
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FFL +18.3
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FD1
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FD3
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D6
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FD1
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V1
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DW3
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A
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B
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C
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2
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2'
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1
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1'
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UP
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DN
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STAIRCASE 4190X7000
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FFL +20.10
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FX1
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FX2
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SG4
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SG4
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W1
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W1
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ALUMINUM LOUVERS
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SG3
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ALUMINUM LOUVERS
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TOILET
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FD1
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SPACE FOR FIRE EXTINGUISHER CYLINDERS
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A
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B
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C
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1
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2
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3
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4
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FD
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SW4
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SG2
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WFS
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Ø25
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Ø25
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Ø32
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Ø25
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Ø40
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Ø25
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A
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B
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C
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1
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2
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3
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4
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UP
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CSS
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FHC
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SERVICES 14340x4080
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ROAD
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FFL +0.45
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FOOTPATH
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FOOTPATH
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STAIRCASE 4190X7000
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RAMP UP
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RAMP UP (slope 1:10)
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RS
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D1
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LIFT (8 PAX)
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D6
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D4
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FD
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FRL %%P0.0
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UP
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LOBBY 2160x1900
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SG
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D3
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V1
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FFL +0.15
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1000 PROJECTION AT 1ST FLOOR
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FFL +0.15
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FFL +0.60
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FFL +0.60
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SW4
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FX1
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FX2
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FX1
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W1
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W1
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D4
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TOILET
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SEPTIC TANK 60 user
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SOAK PIT
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SPACE FOR
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DG
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A
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B
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C
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2
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2'
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1
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1'
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DN
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2500x1500mm wide hatch covered with checkered tiles
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water tank below
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MH
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MH
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RAMP UP
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FX2
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W=1200 T= 300 R= 32equal parts
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KEY PLAN
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NTS
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NORTH
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FILE NAME
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SCALE
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DC & DISC
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:
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DWG NO.
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ISSUE
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ISSUE
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CV
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DRN
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ME
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EL
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IC
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CLEARED
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DSN
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CHD
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PE/PM
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APPD
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DATE
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SIGN.
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INITIALS
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SIGN.
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INITIALS
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REVISIONS
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SIGN.
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INITIALS
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REVISIONS
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SIGN.
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INITIALS
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REVISIONS
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SIGN.
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INITIALS
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REVISIONS
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FOR TENDER PURPOSE ONLY
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:
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:
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DO NOT SCALE
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DWG NO
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TITLE:
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MR
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MA
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MAM
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13-05-2020
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P0
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GUWAHATI SMART CITY DEVELOPMENT AGENCY LTD.
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SMART CITY MISSION GUWAHATI
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FOURTH FLOOR FPS LAYOUT
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1:50
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PN-ME
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TCE.10477A-ME-6041-FF-60105
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10477A-ME-6041-FF-60105P0.dwg
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P0
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FOURTH FLOOR FPS LAYOUT
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TCE.10477A-ME-6041-FF-60105
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NOTES: 1. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE STATED. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE STATED. 2. THIS DRAWING SHALL BE READ IN CONJUNCTION WITH ARCHITECTURAL, PUBLIC THIS DRAWING SHALL BE READ IN CONJUNCTION WITH ARCHITECTURAL, PUBLIC DRAWING SHALL BE READ IN CONJUNCTION WITH ARCHITECTURAL, PUBLIC DRAWING SHALL BE READ IN CONJUNCTION WITH ARCHITECTURAL, PUBLIC SHALL BE READ IN CONJUNCTION WITH ARCHITECTURAL, PUBLIC SHALL BE READ IN CONJUNCTION WITH ARCHITECTURAL, PUBLIC BE READ IN CONJUNCTION WITH ARCHITECTURAL, PUBLIC BE READ IN CONJUNCTION WITH ARCHITECTURAL, PUBLIC READ IN CONJUNCTION WITH ARCHITECTURAL, PUBLIC READ IN CONJUNCTION WITH ARCHITECTURAL, PUBLIC IN CONJUNCTION WITH ARCHITECTURAL, PUBLIC IN CONJUNCTION WITH ARCHITECTURAL, PUBLIC CONJUNCTION WITH ARCHITECTURAL, PUBLIC CONJUNCTION WITH ARCHITECTURAL, PUBLIC WITH ARCHITECTURAL, PUBLIC WITH ARCHITECTURAL, PUBLIC ARCHITECTURAL, PUBLIC ARCHITECTURAL, PUBLIC PUBLIC PUBLIC HEALTH, ELECTRICAL AND STRUCTURAL DRAWINGS. 3. PIPES SHALL BE HEAVY DUTY GI PIPE CLASS "B" CONFORMING TO IS 1239. PIPES SHALL BE HEAVY DUTY GI PIPE CLASS "B" CONFORMING TO IS 1239. 4. UNDERGROUND PIPE SHALL BE COATED AND WRAPPED AS PER IS : 10221 WITH UNDERGROUND PIPE SHALL BE COATED AND WRAPPED AS PER IS : 10221 WITH PIPE SHALL BE COATED AND WRAPPED AS PER IS : 10221 WITH PIPE SHALL BE COATED AND WRAPPED AS PER IS : 10221 WITH SHALL BE COATED AND WRAPPED AS PER IS : 10221 WITH SHALL BE COATED AND WRAPPED AS PER IS : 10221 WITH BE COATED AND WRAPPED AS PER IS : 10221 WITH BE COATED AND WRAPPED AS PER IS : 10221 WITH COATED AND WRAPPED AS PER IS : 10221 WITH COATED AND WRAPPED AS PER IS : 10221 WITH AND WRAPPED AS PER IS : 10221 WITH AND WRAPPED AS PER IS : 10221 WITH WRAPPED AS PER IS : 10221 WITH WRAPPED AS PER IS : 10221 WITH AS PER IS : 10221 WITH AS PER IS : 10221 WITH PER IS : 10221 WITH PER IS : 10221 WITH IS : 10221 WITH IS : 10221 WITH : 10221 WITH : 10221 WITH 10221 WITH 10221 WITH WITH WITH "PYPKOTE" WRAPPING COATING MATERIAL OF 4mm THICK. 5. SLUICE VALVE SHALL BE CONFORMING TO IS : 780. SLUICE VALVE SHALL BE CONFORMING TO IS : 780. 6. 5. THE DEPTH OF UNDERGROUND PIPE SHALL BE DECIDED AT SITE AS PER THE 5. THE DEPTH OF UNDERGROUND PIPE SHALL BE DECIDED AT SITE AS PER THE THE DEPTH OF UNDERGROUND PIPE SHALL BE DECIDED AT SITE AS PER THE THE DEPTH OF UNDERGROUND PIPE SHALL BE DECIDED AT SITE AS PER THE THE DEPTH OF UNDERGROUND PIPE SHALL BE DECIDED AT SITE AS PER THE DEPTH OF UNDERGROUND PIPE SHALL BE DECIDED AT SITE AS PER THE DEPTH OF UNDERGROUND PIPE SHALL BE DECIDED AT SITE AS PER THE OF UNDERGROUND PIPE SHALL BE DECIDED AT SITE AS PER THE OF UNDERGROUND PIPE SHALL BE DECIDED AT SITE AS PER THE UNDERGROUND PIPE SHALL BE DECIDED AT SITE AS PER THE UNDERGROUND PIPE SHALL BE DECIDED AT SITE AS PER THE PIPE SHALL BE DECIDED AT SITE AS PER THE PIPE SHALL BE DECIDED AT SITE AS PER THE SHALL BE DECIDED AT SITE AS PER THE SHALL BE DECIDED AT SITE AS PER THE BE DECIDED AT SITE AS PER THE BE DECIDED AT SITE AS PER THE DECIDED AT SITE AS PER THE DECIDED AT SITE AS PER THE AT SITE AS PER THE AT SITE AS PER THE SITE AS PER THE SITE AS PER THE AS PER THE AS PER THE PER THE PER THE THE THE SITE CONDITION TO AVOID FOULING WITH OTHER SERVICES SUBJECT TO THE TOP OF CONDITION TO AVOID FOULING WITH OTHER SERVICES SUBJECT TO THE TOP OF CONDITION TO AVOID FOULING WITH OTHER SERVICES SUBJECT TO THE TOP OF TO AVOID FOULING WITH OTHER SERVICES SUBJECT TO THE TOP OF TO AVOID FOULING WITH OTHER SERVICES SUBJECT TO THE TOP OF AVOID FOULING WITH OTHER SERVICES SUBJECT TO THE TOP OF AVOID FOULING WITH OTHER SERVICES SUBJECT TO THE TOP OF FOULING WITH OTHER SERVICES SUBJECT TO THE TOP OF FOULING WITH OTHER SERVICES SUBJECT TO THE TOP OF WITH OTHER SERVICES SUBJECT TO THE TOP OF WITH OTHER SERVICES SUBJECT TO THE TOP OF OTHER SERVICES SUBJECT TO THE TOP OF OTHER SERVICES SUBJECT TO THE TOP OF SERVICES SUBJECT TO THE TOP OF SERVICES SUBJECT TO THE TOP OF SUBJECT TO THE TOP OF SUBJECT TO THE TOP OF TO THE TOP OF TO THE TOP OF THE TOP OF THE TOP OF TOP OF TOP OF OF OF THE U/G PIPE IS MINIMUM 1M BELOW FROM THE FGL. 7. MINOR CHANGES IN THE PIPE ROUTING SHALL BE MADE TO SUIT SITE LOCATIONS MINOR CHANGES IN THE PIPE ROUTING SHALL BE MADE TO SUIT SITE LOCATIONS CHANGES IN THE PIPE ROUTING SHALL BE MADE TO SUIT SITE LOCATIONS CHANGES IN THE PIPE ROUTING SHALL BE MADE TO SUIT SITE LOCATIONS IN THE PIPE ROUTING SHALL BE MADE TO SUIT SITE LOCATIONS IN THE PIPE ROUTING SHALL BE MADE TO SUIT SITE LOCATIONS THE PIPE ROUTING SHALL BE MADE TO SUIT SITE LOCATIONS THE PIPE ROUTING SHALL BE MADE TO SUIT SITE LOCATIONS PIPE ROUTING SHALL BE MADE TO SUIT SITE LOCATIONS PIPE ROUTING SHALL BE MADE TO SUIT SITE LOCATIONS ROUTING SHALL BE MADE TO SUIT SITE LOCATIONS ROUTING SHALL BE MADE TO SUIT SITE LOCATIONS SHALL BE MADE TO SUIT SITE LOCATIONS SHALL BE MADE TO SUIT SITE LOCATIONS BE MADE TO SUIT SITE LOCATIONS BE MADE TO SUIT SITE LOCATIONS MADE TO SUIT SITE LOCATIONS MADE TO SUIT SITE LOCATIONS TO SUIT SITE LOCATIONS TO SUIT SITE LOCATIONS SUIT SITE LOCATIONS SUIT SITE LOCATIONS SITE LOCATIONS SITE LOCATIONS LOCATIONS LOCATIONS WITHOUT EFFECTING DESIGN ASPECTS. 8. MINOR CHANGES IN THE HYDRANT LOCATION SHALL BE MADE TO SUIT MACHINE/ MINOR CHANGES IN THE HYDRANT LOCATION SHALL BE MADE TO SUIT MACHINE/ CHANGES IN THE HYDRANT LOCATION SHALL BE MADE TO SUIT MACHINE/ CHANGES IN THE HYDRANT LOCATION SHALL BE MADE TO SUIT MACHINE/ IN THE HYDRANT LOCATION SHALL BE MADE TO SUIT MACHINE/ IN THE HYDRANT LOCATION SHALL BE MADE TO SUIT MACHINE/ THE HYDRANT LOCATION SHALL BE MADE TO SUIT MACHINE/ THE HYDRANT LOCATION SHALL BE MADE TO SUIT MACHINE/ HYDRANT LOCATION SHALL BE MADE TO SUIT MACHINE/ HYDRANT LOCATION SHALL BE MADE TO SUIT MACHINE/ LOCATION SHALL BE MADE TO SUIT MACHINE/ LOCATION SHALL BE MADE TO SUIT MACHINE/ SHALL BE MADE TO SUIT MACHINE/ SHALL BE MADE TO SUIT MACHINE/ BE MADE TO SUIT MACHINE/ BE MADE TO SUIT MACHINE/ MADE TO SUIT MACHINE/ MADE TO SUIT MACHINE/ TO SUIT MACHINE/ TO SUIT MACHINE/ SUIT MACHINE/ SUIT MACHINE/ MACHINE/ MACHINE/ EQUIPMENT REQUIREMENT WITHOUT EFFECTING DESIGN ASPECTS. 9. ANY DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE ENGINEER AND ANY DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE ENGINEER AND DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE ENGINEER AND DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE ENGINEER AND ARE TO BE BROUGHT TO THE ATTENTION OF THE ENGINEER AND ARE TO BE BROUGHT TO THE ATTENTION OF THE ENGINEER AND TO BE BROUGHT TO THE ATTENTION OF THE ENGINEER AND TO BE BROUGHT TO THE ATTENTION OF THE ENGINEER AND BE BROUGHT TO THE ATTENTION OF THE ENGINEER AND BE BROUGHT TO THE ATTENTION OF THE ENGINEER AND BROUGHT TO THE ATTENTION OF THE ENGINEER AND BROUGHT TO THE ATTENTION OF THE ENGINEER AND TO THE ATTENTION OF THE ENGINEER AND TO THE ATTENTION OF THE ENGINEER AND THE ATTENTION OF THE ENGINEER AND THE ATTENTION OF THE ENGINEER AND ATTENTION OF THE ENGINEER AND ATTENTION OF THE ENGINEER AND OF THE ENGINEER AND OF THE ENGINEER AND THE ENGINEER AND THE ENGINEER AND ENGINEER AND ENGINEER AND AND AND RESOLVES AT TENDER STAGE BEFORE COMMENCEMENT OF ANY WORK. NO FURTHER AT TENDER STAGE BEFORE COMMENCEMENT OF ANY WORK. NO FURTHER AT TENDER STAGE BEFORE COMMENCEMENT OF ANY WORK. NO FURTHER TENDER STAGE BEFORE COMMENCEMENT OF ANY WORK. NO FURTHER TENDER STAGE BEFORE COMMENCEMENT OF ANY WORK. NO FURTHER STAGE BEFORE COMMENCEMENT OF ANY WORK. NO FURTHER STAGE BEFORE COMMENCEMENT OF ANY WORK. NO FURTHER BEFORE COMMENCEMENT OF ANY WORK. NO FURTHER BEFORE COMMENCEMENT OF ANY WORK. NO FURTHER COMMENCEMENT OF ANY WORK. NO FURTHER COMMENCEMENT OF ANY WORK. NO FURTHER OF ANY WORK. NO FURTHER OF ANY WORK. NO FURTHER ANY WORK. NO FURTHER ANY WORK. NO FURTHER WORK. NO FURTHER WORK. NO FURTHER NO FURTHER NO FURTHER FURTHER FURTHER CLAIMS SHALL BE ENTERTAINED THEREAFTER.
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LEGENDS:-
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SR. NO.
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SYMBOL
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DESCRIPTION
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RUBBER FIRE HOSE ( 63mm,2Nos, 15m LENGTH)
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BRANCH PIPE & NOZZLE
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5.
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6.
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150 GI CLASS 'B' HYDRANT PIPE
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1.
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SINGLE HEADED
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SH
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2.
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3.
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4.
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7.
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8.
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9.
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HB
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SINGLE HEADED YARD HYDRANT
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FIRE HOSE BOX WITH SET OF HOSE
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GATE/SLUICE VALVE WITH CHAMBER
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CO2 4.5 Kg (CARBON DIOXIDE TYPE EXTINGUISHER)
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HOSE REEL, 20MM, 30MLONG
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10.
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PENDENT SPRINKLER
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11.
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AFFF 9.0 LTS. (AQUEOUS FILM FORMING FOAM TYPE EXTINGUISHER)
