PORTFOLIO
EDUCATION
QUALIFICATION :-
RIYA UTTAM JADHAV
4TH YEAR ARCHITECTURE STUDENT
Being an architecture student involves a unique blend of creativity, technical skills, and a holistic understanding of the built environment. It’s a rigorous but rewarding journey that shapes future architects and their approach to design and problem-solving.
For me Architecture have a deep passion for design and a keen eye for aesthetics. I enjoy experimenting with new ideas.
I’m driven by the idea of making a tangible impact through my designs. I love exploring new design concepts, experimenting with materials, and understanding how architecture can influence people’s experiences and well-being.
riyajadhavwork@gmail.com
9172799384
Gauri_993
Seth jugilal podar english medium high school. (SSC 2018) Bhiwandi, Mumbai.
N.E.S. english medium school and jr. college of science and commerce. (HSC 2020) Bhiwandi, Mumbai.
L.S. Raheja school of architecture (2020-present)
LANGUAGES:-
English Hindi Marathi
SOFTWARES SKILLS:-
ACHIEVEMENT:-
AICTE (2022)
Shortlisted in top 25 among more than 200 entries all around the nation.
OTHER SKILLS AND HOBBIES:-
Sketching
Model making
Photography
Dancing
Singing
Crafting
1) POLICE STATION (ARCHITECTURAL DESIGN)
2) WORKING DRAWINGS FOR MUNICIPAL SCHOOL
3)URBAN HOUSING (KARJAT)
4) MECHANICAL DRAWINGS FOR COMMERCIAL BUILDING AND RETAIL
5) VIHAR LAKE DOCUMENTATION (AICTE)
TABLE OF CONTENT:-
To design a police station with respect to factors that the existing police station lacks and which has a imageability among the people there. using words like secure (safety) and power to describe the design of the building.
The reason to use circular shape to build a police station are;
1) Circle is the shape which can convey the message of security better.
2) It is a combination of flexibility and strength — qualities that make them significantly stronger than rectangular buildings during earthquakes.
3) A Round building/structure ensures an even and constant ventilation throughout.
Using landscape to hide the basement which is at a certain height above the ground level for light and ventilatiob to hide it from people because the basement is use as a jail.
use of glass and fins in the elevation.
WORKING DRAWING PORTFOLIO FOR A SCHOOL
RIYA UTTAM JADHAV SEM6
Working drawings, also known as construction drawings or technical drawings, are essential for architects and construction teams for communication between the architect and the various parties involved in the construction process, including engineers, contractors, and clients. These drawings convey design intent, dimensions, materials, necessary for the construction of a building which also includes floor plans, elevations, sections, and details.
SETTING OUT
CENTERLINE
PLINTH BEAM + FOUNDATION
CIVIL FLOOR LAYOUT
TYPICAL
TERRACE
ROOF
SECTIONS
ELEVATIONS
DETAIL
LAYOUT
L.S.RAHEJA SCHOOL OF ARCHITECTURE
ARCHITECTURAL REPRESENTATION AND DETAILING
SR.NO
INDEX
PLAN
PLAN
PLAN
STRUCTURAL
PLAN
PLAN
SHEETS 01 02 03 05 07 10 04 06 08 09 NO'S 01 01 01 01 01 03 03 01 01 01
jury date NAME & ADDRESS OF ARCHITECT DRG NO DATE: R E V I S I O N S N O T E S 1. ALL DIMENSIONS TO BE CHECKED ON SITE. 2. NO DIMENSION TO BE SCALED OFF FROM THE DRAWINGS, ONLY WRITTEN DIMENSIONS TO BE FOLLOWED. 3. IN THE EVENT OF ANY DISCREPANCIES OR DIFFERENCES BETWEEN ANY ARCHITECTURAL DRAWINGS AND STRUCTURAL DRAWINGS OR OTHER ENGINEERING DRAWINGS OR SITE CONDITIONS OR OTHERWISE, IMMEDIATE REFERENCE IS TO BE MADE TO THE ARCHITECTS FOR CLARIFICATION PRIOR TO EXECUTION ON SITE. A D D T O N A L N O T E S 1. UNLESS SPECIFIED OTHERWISE, ALL DIMENSIONS ARE IN MM AND ALL LEVELS ARE IN METERS. 2. ALL LEVELS INDICATED ON ARCHITECTURAL DRAWINGS UNLESS OTHERWISE SPECIFIED ARE WITH RESPECT TO FINISHED FLOOR LEVELS. FLOOR FINISH THICKNESS SHALL BE 50 MM. EXCEPT FOR SUNK AREAS WHICH SHALL HAVE WATERPROOFING TREATMENT. 3. T.O.C MEANS TOP OF CONCRETE. 4. T.O.S. MEANS TOP OF SLAB. 5. F.F.L. MEANS FINISHED FLOOR LEVEL. 6. ALL DIMENSIONS MENTIONED ARE UNFINISHED. NORTH: CHECKED BY: SCALE: DRAWN BY: 1:200 SETTING OUT PLAN 4.5m wide road 4.5m wide road 4.5m wide road 6m wide road DP line DP line DP line BUILDING AREA 2306.38 SQ.M 79610 30000 24920 10000 24690 13230 61690 23460 15000 79610 24920 29770 24920 4815 19815 61690 23460 13000 25230 13000 23588 28048 36231 39483 34681 49524 SP1 SP2 SP4 SP3 RP1 RP2 RP3 25825 21316 3739 1290 29666 40015 RP5 RP4 RP7 RP6 Exam seat number - A32 RIYA UTTAM JADHAV MUMBAI PUBLIC SCHOOL AT DHARAVI PROJECT NAME AT 0.0M
C66,C67,C68,C69,C70
C76,C77,C79,C81,C83
C97,C99,C101
C106,C107,C108,C109,C111,C112 C126 C133
55655 C134,C135,C136 F'
61240 C137,C139,C141,C142 H' 61390 C138,C140 C20,C21,C22
13230 C24,C26,C28 13386 C23,C25,C27,C29 17630 C38,C39,C40,C42 K 17930 C41 L 18195 C34,C35,C36,C37 M 21258 C43,C44 N 23010 C45,C47,C49,C51 O 23232 C46,C48,C50,C53,C55,C57 P 23382 C52,C54,C56,C58 Q 24931 C59,C60 R 28163 C61,C62,C63,C64,C65 S 33011 C71,C72,C73,C74,C75 T 33161 C78,C80,C82 U 36241 C90,C91,C92,C93,C94 V 36458 C85,C87,C96,C98,C100 W 36610 C84,C86,C88,C89,C95 X 41425 C102,C103,C104,C105 Y 46239 C113,C115,C117,C119 Z 46389 C114,C116,C118 A' 46860 C120,C122,C124,C125 B' 47160 C121,C123 C' 50452 C128,C130 D' 50610 C127,C129,C131,C132 E'
C15,C16,C17,C18,C19,C20,C21,C22,C23,C24,C25,C26, C27,C28,C29,C30,C31,C32,C33,C34,C35,C36,C37,C38, C39,C40,C41,C42,C43,C46,C47,C48,C49,C50,C51,C52, C53,C54,C55,C56,C57,C58,C59,C62,C63,C64,C65,C66, C67,C68,C69,C70,C71,C72,C73,C74,C75,C76,C77,C78, C79,C80,C81,C82,C83,C84,C85,C86,C87,C88,C89,C90, C91,C92,C93,C94,C95,C96,C97,C98,C99,C100,C101, C102,C103,C104,C105,C106,C107,C108,C109,C110, C111,C112,C113,C114,C115,C116,C117,C118,C119, C120,C121,C122,C123,C124,C125,C126,C127,C128, C129,C130,C131,C132,C133,C134,C135,C136,C137, C138,C139,C140,C141,C142,C143,C144,C145 C44,C45,C60,C61
20-04-23 NAME & ADDRESS OF ARCHITECT DRG NO DATE: R E V I S I O N S N O T E S 1. ALL DIMENSIONS TO BE CHECKED ON SITE. 2. NO DIMENSION TO BE SCALED OFF FROM THE DRAWINGS, ONLY WRITTEN DIMENSIONS TO BE FOLLOWED. 3. IN THE EVENT OF ANY DISCREPANCIES OR DIFFERENCES BETWEEN ANY ARCHITECTURAL DRAWINGS AND STRUCTURAL DRAWINGS OR OTHER ENGINEERING DRAWINGS OR SITE CONDITIONS OR OTHERWISE, IMMEDIATE REFERENCE IS TO BE MADE TO THE ARCHITECTS FOR CLARIFICATION PRIOR TO EXECUTION ON SITE. A D D T O N A L N O T E S : 1. UNLESS SPECIFIED OTHERWISE, ALL DIMENSIONS ARE IN MM AND ALL LEVELS ARE IN METERS. 2. ALL LEVELS INDICATED ON ARCHITECTURAL DRAWINGS UNLESS OTHERWISE SPECIFIED ARE WITH RESPECT TO FINISHED FLOOR LEVELS. FLOOR FINISH THICKNESS SHALL BE 50 MM. EXCEPT FOR SUNK AREAS WHICH SHALL HAVE WATERPROOFING TREATMENT. 3. T.O.C MEANS TOP OF CONCRETE. 4. T.O.S. MEANS TOP OF SLAB. 5. F.F.L. MEANS FINISHED FLOOR LEVEL. 6. ALL DIMENSIONS MENTIONED ARE UNFINISHED. NORTH: CHECKED BY: SCALE: DRAWN BY: 1:150 CENTERLINE PLAN Exam seat number - 20124 1 2 3 4 5 6 7 9 11 12 A B C D E F I H K M L O R Q N P S T U V X W Y Z A' B' C' D' E' F' G' H' 13 1 150 C1,C8,C12,C23,C34,C45,C84,C102,C120 2 4080 C2,C13,C24,C46,C85,C121,C128,C138 3 8195 C3,C9,C14,C25,C35,C47,C86,C122,C129 4 12310 C4,C15,C26,C48,C87,C123,C130,C140 5 16425 C5,C10,C16,C27,C36,C49,C88,C124,C131 6 20567 C6,C17,C28,C50,C61,C71,C89,C103,C125 7 24644 C7,C11,C18,C29,C37,C51 9 31295 C19 11 38259 C20,C31,C39,C43,C59,C64,C74,C92,C106 14 44944 C32,C40,C44,C60,C65,C75,C93,C107 15 48890 C21,C41,C66,C76,C94,C108 C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 C11 C19 C20 C21 C22 C18 C12 C13 C14 C15 C16 C17 C29 C23 C24 C25 C26 C27 C28 C30 C31 C32 C33 C37 C34 C35 C36 C38 C39 C40 C42 C41 C43 C44 C51 C45 C46 C47 C48 C49 C50 C58 C52 C53 C54 C55 C56 C57 C59 C60 C62 C61 C70 C67 C68 C69 C65 C66 C63 C72 C71 C83 C77 C79 C81 C75 C76 C73 C82 C80 C78 C74 C90 C89 C95 C97 C99 C93 C94 C91 C100 C98 C96 C92 C88 C87 C86 C85 C84 C101 C112 C111 C110 C109 C108 C107 C106 C105 C104 C103 C102 C119 C118 C117 C116 C115 C113 C126 C125 C114 C124 C123 C122 C121 C120 C133 C132 C131 C130 C129 C128 C127 C136 C135 C134 C143 C142 C141 C140 C139 C138 C137 C127,134,137 C139 C141 C132,C135,C142 A 150 C1,C3,C5,C7 B 300 C2,C4,C6 C 4815
D
9780
H
C8,C9,C10,C11
9630 C12,C14,C16,C18 E
C13,C15,C17,C18,C19 F 9965 SW1
C143 SP1 (0,0) FACE START SP2 FACE END FACE END RIYA UTTAM JADHAV COLUMN SCHEDULE COLUMN NO SIZE (IN MM) 300MM X 600MM 300MM X 300MM MUMBAI PUBLIC SCHOOL AT DHARAVI PROJECT NAME 150 4080 4115 4115 4115 4142 4080 6648 6964 2288 3946 5730 61 4089 4115 4115 4115 4115 150 4080 300 4815 4815 150 3300 150 3815 150 265 3038 1777 222 150 1549 3262 4818 150 3080 220 150 4815 4815 150 150 3299 150 5045 5585 300 C1,C2,C3,C4,C5,C6,C7,C8,C9,C10,C11,C12,C13,C14,
23 22 21 20 19 18 17 16 16 17 53991 C22,C33,C42 18 55649 C52,C67,C77,C95,C109,C113 19 58775 C53,C78,C96,C114 20 62890 C54,C68,C79,C97,C110,C115 21 67000 C55,C80,C98,C116 22 71120 C56,C69,C81,C99,C111,C117 23 75234 C57,C82,C100,C118 79310 C58,C70,C83,C101,C112,C119 15 14 13 42703 SW3 12 40546 SW2 2242 2156 SW3 SW1 SW2 G G 11046 SW2,SW3 G' SW2,SW3 2400MM X 230MM C64 19 35 8 8 24690 C62,C72,C90,C104,C126,C133,C136,C143 10 31330 C30,C38,C63,C73,C91,C105 10 14115 C30,C31,C32,C33 J J SW1 2000MM X 230MM
F1,F2,F3,F4,F5,F6,F7,F8,F9,F10,F11,F12,F13,F14,F15,F16, F17,F18,F19,F20,F21,F22,F23,F24,F25,F26,F27,F28,F29,F30, F31,F32,F33,F34,F35,F36,F37,F38,F39,F40,F41,F42,F43,F46, F47,F48,F49,F50,F51,F52,F53,F54,F55,F56,F57,F58,F59, F62,F63,F64,F65,F66,F67,F68,F69,F70,F71,F72,F73,F74,F75, F76,F77,F78,F79,F80,F81,F82,F83,F84,F85,F86,F87,F88, F89,F90,F91,F92,F93,F94,F95,F96,F97,F98,F99,F100,F101, F102,F103,F104,F105,F106,F107,F108,F109,F110,F111, F112,F113,F114,F115,F116,F117,F118,F119,F120,F121,F122, F123,F124,F125,F126,F127,F128,F129,F130,F131,F132, F133,F134,F135,F136,F137,F138,F139,F140,F141,F142,F143 F44,F45,F60,F61 SF1
PLINTH BEAM SCHEDULE BEAM NUMBER T.O.C. LEVEL WIDTH DEPTH
PB1,PB2,PB3,PB4,PB5,PB6,PB13, PB14,PB15,PB16,PB17,PB30,PB31, PB32,PB33,PB34,PB36,PB37,PB38, PB39,PB40,PB41,PB59,PB60,PB61, PB62,PB63,PB71,PB72,PB73,PB74, PB75,PB76,PB77,PB78,PB79,PB80, PB81,PB94,PB95,PB96,PB97,PB98, PB99,PB100,PB101,PB102,PB103, PB104,PB115,PB120,PB121,PB122, PB151,PB152,PB153,PB154,PB162, PB163,PB169,PB170,PB171,PB188, PB189,PB190,PB191,PB192,PB193 PB194,PB195,PB196,PB197 PB7,PB8,PB9,PB10,PB11,PB12, PB18,PB19,PB20,PB21,PB22,PB23, PB24,PB25,PB26,PB27,PB28,PB29, PB42,PB43,PB44,PB45,PB46,PB47, PB48,PB49,PB50,PB51,PB52,PB53, PB54,PB55,PB56,PB57,PB58,PB59, PB64,PB65,PB66,PB67,PB68,PB69, PB70,PB82,PB83,PB84,PB85,PB86, PB87,PB88,PB89,PB90,PB91,PB92, PB93,PB105,PB106,PB107,PB108, PB109,PB110,PB111,PB112,PB113 PB114,PB116,PB117,PB118,PB119, PB123,PB124,PB125,PB126,PB127, PB128,PB129,PB130,PB131,PB132, PB133,PB134,PB135,PB136,PB137, PB138,PB139,PB140,PB141,PB142, PB143,PB144,PB145,PB146,PB147, PB148,PB149,PB150,PB155,PB156, PB157,PB158,PB159,PB160,PB161, PB164,PB165,PB166,PB167,PB168, PB172,PB173,PB174,PB175,PB176, PB177,PB178,PB179,PB180,PB181, PB182,PB183,PB184,PB185,PB186, PB187
C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 C11 C19 C20 C18 C12 C13 C14 C15 C16 C17 C29 C25 C26 C27 C28 C30 C31 C32 C33 C37 C34 C35 C36 C38 C39 C40 C42 C41 C44 C51 C45 C46 C47 C48 C49 C50 C58 C52 C53 C54 C55 C56 C57 C59 C60 C62 C61 C70 C67 C68 C69 C65 C66 C63 C72 C71 C83 C77 C79 C81 C75 C76 C73 C82 C80 C78 C74 C90 C89 C95 C97 C99 C93 C94 C91 C100 C98 C96 C92 C88 C87 C86 C85 C84 C101 C112 C111 C110 C109 C108 C107 C106 C105 C104 C103 C102 C119 C118 C117 C116 C115 C113 C126 C125 C114 C124 C123 C122 C121 C120 C133 C132 C131 C130 C129 C128 C127 C136 C135 C134 C143 C142 C141 C140 C139 C138 C137 PB1 PB2 PB3 PB4 PB6 PB5 PB7 PB8 PB9 PB10 PB12 PB11 PB14 PB15 PB16 PB17 PB13 PB18 PB19 PB20 PB21 PB23 PB22 PB25 PB26 PB27 PB28 PB24 PB29 PB30 PB31 PB32 PB33 PB35 PB34 PB36 PB37 PB38 PB39 PB41 PB40 PB42 PB45 PB46 PB47 PB44 PB43 PB48 PB49 PB50 PB51 PB53 PB52 PB65 PB66 PB67 PB68 PB70 PB69 PB76 PB77 PB78 PB79 PB81 PB80 PB55 PB56 PB57 PB58 PB54 PB64 PB63 PB62 PB61 PB60 PB59 PB72 PB73 PB74 PB75 PB71 PB87 PB86 PB85 PB84 PB83 PB82 PB93 PB92 PB91 PB90 PB89 PB88 PB99 PB98 PB97 PB96 PB95 PB94 PB187 PB163 PB162 PB185 PB161 PB184 PB160 PB150 PB143 PB135 PB127 PB122 PB149 PB142 PB121 PB183 PB159 PB148 PB141 PB140 PB126 PB120 PB119 PB114 PB109 PB104 PB158 PB118 PB113 PB108 PB103 PB157 PB117 PB112 PB107 PB102 PB156 PB145 PB124 PB146 PB125 PB116 PB111 PB106 PB101 PB155 PB144 PB123 PB179 PB182 PB115 PB110 PB105 PB100 PB153 PB178 PB181 PB152 PB177 PB180 PB151 PB154 C21 C22 C23 C24 C43 F1 F2 F3 F4 F5 F6 F7 F8 F9 F10 F11 F12 F13 F14 F15 F16 F17 F18 F19 F20 F21 F22 F23 F24 F25 F26 F27 F28 F29 F30 F31 F32 F33 F34 F35 F36 F37 F38 F39 F40 F41 F42 F43 F44 F45 F46 F47 F48 F49 F50 F51 F52 F53 F54 F55 F56 F57 F58 F59 F60 F61 F62 F63 F65 F66 F67 F68 F69 F70 F71 F72 F73 F74 F75 F76 F77 F78 F79 F80 F81 F82 F83 F89 F90 F91 F92 F93 F94 F95 F96 F97 F98 F99 F100 F101 F88 F87 F86 F85 F84 F103 F104 F105 F106 F107 F108 F109 F110 F111 F112 F102 F113 F114 F115 F116 F117 F118 F119 F125 F90 F124 F123 F122 F121 F120 F132 F133 F131 F130 F129 F128 F127 F142 F143 F141 F140 F139 F138 F137 F135 F136 F134 SW3 SW1 SW2 C64 F64 PB147 PB186 1 2 3 4 5 6 7 9 11 12 A B C D E F I H K M L O R Q N P S T U V X W Y Z A' B' C' D' E' F' G' H' 13 23 22 21 20 19 18 17 16 15 14 G 8 10 J
+0.15 M LVL 300MM 600MM +0.60 M LVL 300MM 600MM SF1 20-04-23 NAME & ADDRESS OF ARCHITECT DRG NO DATE: R E V I S I O N S N O T E S 1. ALL DIMENSIONS TO BE CHECKED ON SITE. 2. NO DIMENSION TO BE SCALED OFF FROM THE DRAWINGS, ONLY WRITTEN DIMENSIONS TO BE FOLLOWED. 3. IN THE EVENT OF ANY DISCREPANCIES OR DIFFERENCES BETWEEN ANY ARCHITECTURAL DRAWINGS AND STRUCTURAL DRAWINGS OR OTHER ENGINEERING DRAWINGS OR SITE CONDITIONS OR OTHERWISE, IMMEDIATE REFERENCE IS TO BE MADE TO THE ARCHITECTS FOR CLARIFICATION PRIOR TO EXECUTION ON SITE. A D D T O N A L N O T E S 1. UNLESS SPECIFIED OTHERWISE, ALL DIMENSIONS ARE IN MM AND ALL LEVELS ARE IN METERS. 2. ALL LEVELS INDICATED ON ARCHITECTURAL DRAWINGS UNLESS OTHERWISE SPECIFIED ARE WITH RESPECT TO FINISHED FLOOR LEVELS. FLOOR FINISH THICKNESS SHALL BE 50 MM. EXCEPT FOR SUNK AREAS WHICH SHALL HAVE WATERPROOFING TREATMENT. 3. T.O.C MEANS TOP OF CONCRETE. 4. T.O.S. MEANS TOP OF SLAB. 5. F.F.L. MEANS FINISHED FLOOR LEVEL. 6. ALL DIMENSIONS MENTIONED ARE UNFINISHED. NORTH: CHECKED BY: SCALE: DRAWN BY: 1:100 PLINTH + FOUNDATION Exam seat number - 20124 RIYA UTTAM JADHAV MUMBAI PUBLIC SCHOOL AT DHARAVI PROJECT NAME PLINTH BEAM SHEAR WALL FOUNDATION SCHEDULE
SHALLOW PAD FOUNDATION FOR COLUMN SHALLOW PAD FOUNDATION FOR STUB COLUMN RAFT FOUNDATION FOR SHEAR WALL
BRICK PARAPET WALL 230MM THICK 2000 OHT ABOVE STAIRCASE VALLEY VALLEY AT 11.4M 20-04-23 NAME & ADDRESS OF ARCHITECT DRG NO DATE: R E V I S I O N S N 1. ALL DIMENSIONS TO BE CHECKED ON SITE. 2. NO DIMENSION TO BE SCALED OFF FROM THE DRAWINGS, ONLY WRITTEN DIMENSIONS TO BE FOLLOWED. 3. THE EVENT OF ANY DISCREPANCIES OR DIFFERENCES BETWEEN ANY ARCHITECTURAL DRAWINGS AND STRUCTURAL DRAWINGS OR OTHER ENGINEERING DRAWINGS OR SITE CONDITIONS OR OTHERWISE, IMMEDIATE A D D N O T 1. UNLESS SPECIFIED OTHERWISE, ALL DIMENSIONS ARE IN MM AND ALL LEVELS ARE METERS. 2. ALL LEVELS INDICATED ON ARCHITECTURAL DRAWINGS UNLESS OTHERWISE SPECIFIED ARE WITH RESPECT TO FINISHED FLOOR LEVELS. FLOOR FINISH THICKNESS SHALL BE 50 MM. EXCEPT FOR SUNK AREAS WHICH SHALL HAVE WATERPROOFING TREATMENT. 3. T.O.C MEANS TOP OF CONCRETE. 4. T.O.S. MEANS TOP OF SLAB. 5. F.F.L. MEANS FINISHED FLOOR LEVEL. 6. ALL DIMENSIONS MENTIONED ARE UNFINISHED. NORTH: CHECKED BY: SCALE: DRAWN BY: 1:100 TERRACE PLAN Exam seat number 20124 RIYA UTTAM JADHAV MUMBAI PUBLIC SCHOOL AT DHARAVI PROJECT NAME 1 2 3 4 5 6 7 9 11 12 A B C D E F H K M L O R Q N P S T U V X W Y Z A' B' C' D' E' F' G' H' 13 23 22 21 20 19 18 17 16 15 14 G 8 10 J VALLEY VALLEY VALLEY VALLEY VALLEY VALLEY VALLEY RIDGE BBC WITH WATERPROOFING COMPOUND BBC WITH WATERPROOFING COMPOUND BRICK PARAPET WALL 230MM THICK DUCT 300 VALLEY VALLEY OHT 16.5M 20-04-23 NAME & ADDRESS OF ARCHITECT DRG NO DATE: R E V I S I O N S 1. ALL DIMENSIONS TO BE CHECKED ON SITE. 2. NO DIMENSION TO BE SCALED OFF FROM THE DRAWINGS, ONLY WRITTEN ARCHITECTURAL DRAWINGS AND STRUCTURAL DRAWINGS OR OTHER ENGINEERING DRAWINGS OR SITE CONDITIONS OR OTHERWISE, IMMEDIATE REFERENCE IS TO BE MADE TO THE ARCHITECTS FOR CLARIFICATION PRIOR TO EXECUTION ON SITE. A D D N O 1. UNLESS SPECIFIED OTHERWISE, ALL DIMENSIONS ARE IN MM AND ALL LEVELS ARE IN METERS. 2. ALL LEVELS INDICATED ON ARCHITECTURAL DRAWINGS UNLESS OTHERWISE SPECIFIED ARE WITH RESPECT TO FINISHED FLOOR LEVELS. FLOOR FINISH THICKNESS SHALL BE 50 MM. EXCEPT FOR SUNK AREAS WHICH SHALL HAVE WATERPROOFING TREATMENT. 3. T.O.C MEANS TOP OF CONCRETE. 4. T.O.S. MEANS TOP OF SLAB. 5. F.F.L. MEANS FINISHED FLOOR LEVEL. 6. ALL DIMENSIONS MENTIONED ARE UNFINISHED. NORTH: CHECKED BY: SCALE: DRAWN BY: 1:100 ROOF PLAN Exam seat number 20124 RIYA UTTAM JADHAV MUMBAI PUBLIC SCHOOL AT DHARAVI PROJECT NAME 1 2 3 4 5 6 7 9 11 12 A B C D E F H K M L O R Q N P S T U V X W Y Z A' B' C' D' E' F' G' H' 13 23 22 21 20 19 18 17 16 15 14 G 8 10 J VALLEY VALLEY VALLEY VALLEY VALLEY VALLEY VALLEY VALLEY VALLEY VALLEY BELOW BBC WITH WATERPROOFING BBC WITH WATERPROOFING +0.0M +0.6M PLINTH LVL +7.8M +4.2M +11.4M +12.4M PARAPET TOP LVL BRICK STAIRCASE WINDOW WITH GRANITE FRAMING +17.5M +16.0M OHT TOP LVL FRONT ELEVATION 20-04-23 NAME & ADDRESS OF ARCHITECT DRG NO DATE: R E V I S I O N S N 2. NO DIMENSION TO BE SCALED OFF FROM THE DRAWINGS, ONLY WRITTEN DIMENSIONS TO BE FOLLOWED. 3. THE EVENT OF ANY DISCREPANCIES OR DIFFERENCES BETWEEN ANY ARCHITECTURAL DRAWINGS AND STRUCTURAL DRAWINGS OR OTHER ENGINEERING DRAWINGS OR SITE CONDITIONS OR OTHERWISE, IMMEDIATE A D D N O T 1. UNLESS SPECIFIED OTHERWISE, ALL DIMENSIONS ARE IN MM AND ALL LEVELS ARE METERS. 2. ALL LEVELS INDICATED ON ARCHITECTURAL DRAWINGS UNLESS OTHERWISE SPECIFIED ARE WITH RESPECT TO FINISHED FLOOR LEVELS. FLOOR FINISH THICKNESS SHALL BE 50 MM. EXCEPT FOR SUNK AREAS WHICH SHALL HAVE WATERPROOFING TREATMENT. 3. T.O.C MEANS TOP OF CONCRETE. 4. T.O.S. MEANS TOP OF SLAB. 5. F.F.L. MEANS FINISHED FLOOR LEVEL. 6. ALL DIMENSIONS MENTIONED ARE UNFINISHED. NORTH: CHECKED BY: SCALE: DRAWN BY: 1:100 ELEVATION Exam seat number 20124 RIYA UTTAM JADHAV MUMBAI PUBLIC SCHOOL AT DHARAVI PROJECT NAME 100MM PCC BED FOR PLINTH PROTECTION +0.0M +0.6M SECOND FLOOR LVL +7.8M FIRST FLOOR LVL +4.2M +11.4M +12.4M +17.5M +16.0M 500MM RCC CHAJJA PROJECTION BRICK PARAPET WALL KEY PLAN LEFT SIDE ELEVATION +0.0M +0.6M SECOND FLOOR LVL +7.8M FIRST FLOOR LVL +4.2M +11.4M +12.4M 100MM PCC BED FOR PLINTH PROTECTION 500MM RCC CHAJJA PROJECTION BRICK PARAPET WALL +17.5M +16.0M LMR TOP LVL BACK ELEVATION +0.0M +0.6M +7.8M +4.2M +11.4M +12.4M SHUTTERED SLIDING ALUMINIUM PANEL WINDOW WITH GRANITE FRAMING +17.5M +16.0M RIGHT SIDE ELEVATION CLASSROOM CLASSROOM CLASSROOM CLASSROOM CORRIDOR CORRIDOR +0.0M +0.6M PLINTH LVL +7.8M FIRST FLOOR LVL +4.2M +11.4M +12.4M D3 D3 D3 +0.0M +0.6M PLINTH LVL +7.8M FIRST FLOOR LVL +4.2M +11.4M +12.4M +0.0M +0.6M PLINTH LVL +7.8M FIRST FLOOR LVL +4.2M +11.4M +12.4M CLASSROOM CLASSROOM CLASSROOM LOBBY LOBBY LOBBY LOBBY LOBBY PRINCIPAL ROOM WAITING AREA FEE COUNTER 20-04-23 NAME & ADDRESS OF ARCHITECT DRG NO DATE: R E V I S I O N S O NO DIMENSION TO BE SCALED OFF FROM THE DRAWINGS, ONLY WRITTEN DIMENSIONS TO BE FOLLOWED. IN THE EVENT OF ANY DISCREPANCIES OR DIFFERENCES BETWEEN ANY ARCHITECTURAL DRAWINGS AND STRUCTURAL DRAWINGS OR OTHER ENGINEERING DRAWINGS OR SITE CONDITIONS OR OTHERWISE, IMMEDIATE REFERENCE IS TO BE MADE TO THE ARCHITECTS FOR CLARIFICATION PRIOR TO EXECUTION ON SITE. D T O N E 1. UNLESS SPECIFIED OTHERWISE, ALL DIMENSIONS ARE IN MM AND ALL LEVELS ARE IN METERS. ALL LEVELS INDICATED ON ARCHITECTURAL DRAWINGS UNLESS OTHERWISE SPECIFIED ARE WITH RESPECT TO FINISHED FLOOR LEVELS. FLOOR FINISH THICKNESS SHALL BE 50 MM. EXCEPT FOR SUNK AREAS WHICH SHALL HAVE WATERPROOFING TREATMENT. T.O.C MEANS TOP OF CONCRETE. T.O.S. MEANS TOP OF SLAB. F.F.L. MEANS FINISHED FLOOR LEVEL. ALL DIMENSIONS MENTIONED ARE UNFINISHED. NORTH: CHECKED BY: SCALE: DRAWN BY: 1:100 SECTIONS Exam seat number 20124 RIYA UTTAM JADHAV MUMBAI PUBLIC SCHOOL AT DHARAVI PROJECT NAME KEY PLAN CLASSROOM CLASSROOM CLASSROOM LOBBY STAFFROOM W1 W1 W1 W1 W1 +0.0M +0.6M PLINTH LVL +7.8M +11.4M +12.4M +17.5M +16.0M SHAFT PIT DUCT TOILET TOILET V2 CLASSROOM CLASSROOM CANTEEN CANTEEN CORRIDOR +0.6M GROUND LVL +7.8M +4.2M +11.4M TERRACE LVL PARAPET TOP LVL +0.6M GROUND LVL +7.8M +4.2M +11.4M TERRACE LVL PARAPET TOP LVL W1 D3 D3 SECTION BB' SECTION AA' SECTION CC' SECTION DD' W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1
D4 D4 D4 D4 D4 D4 D4 D4 D4 D4 V1 V1 V1 V1 V1 V1 V1 V1 V1 V1 V2 V2 C21 C22 C33 C42 C41 C40 C32 D2 D2 D2 SW3 NAHANI TRAP 100MM DIA 230MM THK BRICK WALL WITH 12MM THK INTERNAL PLASTER 12MM THK INTERNAL PLASTER SERVICE DUCT 600MM X 300MM RCC COLUMN 300MM X 300MM CERAMIC TILE VENTILATOR LOUVRE WINDOW WESTERN COMODE 900MM WIDE SERVICE SLAB UPVC FINS TOILET LAYOUT PLAN D4 D4 D4 D4 D4 2700 2100 3600 150MM THK SUNK SLAB 150MM THK BBC 230MM THK BRICK WALL 150MM THK SLAB TOILET SECTION AA' A A' 20-04-23 NAME & ADDRESS OF ARCHITECT DRG NO DATE: R E V I S I O N S ALL DIMENSIONS TO BE CHECKED ON SITE. 2. NO DIMENSION TO BE SCALED OFF FROM THE DRAWINGS, ONLY WRITTEN DIMENSIONS TO BE FOLLOWED. 3. IN THE EVENT OF ANY DISCREPANCIES OR DIFFERENCES BETWEEN ANY ARCHITECTURAL DRAWINGS AND STRUCTURAL DRAWINGS OR OTHER ENGINEERING DRAWINGS OR SITE CONDITIONS OR OTHERWISE, IMMEDIATE REFERENCE IS TO BE MADE TO THE ARCHITECTS FOR CLARIFICATION PRIOR TO EXECUTION ON SITE. A D D O A L N E S 1. UNLESS SPECIFIED OTHERWISE, ALL DIMENSIONS ARE IN MM AND ALL LEVELS ARE IN METERS. 2. ALL LEVELS INDICATED ON ARCHITECTURAL DRAWINGS UNLESS OTHERWISE SPECIFIED ARE WITH RESPECT TO FINISHED FLOOR LEVELS. FLOOR FINISH THICKNESS SHALL BE 50 MM. EXCEPT FOR SUNK AREAS WHICH SHALL HAVE WATERPROOFING TREATMENT. 3. T.O.C MEANS TOP OF CONCRETE. 4. T.O.S. MEANS TOP OF SLAB. 5. F.F.L. MEANS FINISHED FLOOR LEVEL. 6. ALL DIMENSIONS MENTIONED ARE UNFINISHED. NORTH: CHECKED BY: SCALE: DRAWN BY: TOILET AND FINS DETAILS Exam seat number 20124 RIYA UTTAM JADHAV MUMBAI PUBLIC SCHOOL AT DHARAVI PROJECT NAME DETAIL A 500 500 500 500 500 500 500 500 TILE DROP F2 C2 W4 S2 F2 C2 W4 S2 ALUMINIUM FIN PIVOT CONNECTION CLIP CONNECTION MULLION RAIL PIVOT CONNECTION MULLION 230MM THK BRICK WALL EXTENDED SLAB 500MM ALUMINIUM FIN 100MM X 400MM THK SLIDING WINDOW RAIL EXTENDED SLAB 500MM FINS DETAIL PLAN FINS DETAIL SECTION DETAIL B 1:25 TREAD :- 300 RISER :- 150 1 2 3 4 5 6 7 8 9 10 11 12 15 14 13 18 17 16 21 20 19 24 23 22 W2 C20 C31 2400MM X 230MM SHEAR WALL 18MM THK EXTERNAL PLASTER 12MM THK INTERNAL PLASTER 230MM THK BRICK WALL ALUMINIUM HAND RAIL TYPICAL FLOOR STAIRCASE PLAN 2000 4200 10 11 12 15 14 13 18 17 16 21 20 19 24 23 22 L.M.R SW2 SW3 SW1 OHT ABOVE STAIRCASE SW2 TREAD :- 300 RISER :- 150 2000 4200 1800 TERRACE FLOOR STAIRCASE PLAN 300MM TREAD 150MM RISER 5MM DIA GRIP GROOVE 10MM NOSING 12 MM THK INTERNAL PLASTER STEPS DETAIL 2400MM X 230MM SHEAR WALL 230MM THK BRICK WALL ALUMINIUM HAND RAIL 500MM WIDE CHAJJA DETAIL C 1500MM X 1500MM FLOOR FINISH SKIRTING 150MM THICK WAIST SLAB 150MM RISER 300MM TREAD ALUMINIUM HAND RAIL 12 MM THK INTERNAL PLASTER 18 MM THK EXTERNAL PLASTER 40MM X 100MM THICK ALUMINIUM RAIL 30MM THICK, ALUMINIUM BALUSTRADE 300MM TREAD 150MM THK SLAB 150MM RISER FLOOR FINISH SKIRTING SCREW HANDRAIL JOINERY DETAIL DATE: R 2. 3. A 1. 2. 3. 4. 5. 6. NORTH: CHECKED SCALE: DRAWN SECTION AA' A A' 1:25 RCC COPING 230MM THK BRICK PARAPET 18MM THICK PLASTER BULL NOSE 100 MM DIA VATA 10MM THK CHINA MOSAIC TILES 20MM THK MORTAR 20MM THK SCREEDING 100MM BRICK BAT COBA 10MM WATERPROOFING DETAIL D TERRACE PARAPET WALL 2OMM SCREEDING 20MM FLOOR TILES 12MM THK INTERNAL PLASTER 100MM SKIRTING DPC LAYER BULL NOSE 100MM DIA VATA 150MM THK PLINTH PROTECTION 300 X 600 MM EXTERNAL PLINTH BEAM 150MM PCC BED 300 X 600 MM RCC COLUMN PAD FOOTING 150MM PCC BED RUBBLE SOLING RAMMED EARTH DETAIL E PLINTH BEAM 500MM X 400MM THK. BRICK PIER 30MM PROJECTION TO BRICK WALL ON BOTH THE SIDES 200MM THK .BRICK WALL PROJECTION OF 60MM ON ALL SIDES OF BRICK PIER G.L. COMPOUND WALL PLAN COMPOUND WALL ELEVATION DETAIL F
To design a residential building and retail with respect to the site requirement and neccesities. And also with respect to the site surrounding and climatic condition with a proper space planning acoording to the space reuirements.
URBAN HOUSING
ARCHITECTURAL REPRESENTATION AND DETAILING
MUNICIPAL DRAWING PORTFOLIO
Mechanical drawings play a crucial role in architecture, particularly in the design and construction of buildings. It involves components like; HVAC ,Plumbing Systems,Electrical Systems,Fire Protection and Safety Systems,etc.
RIYA UTTAM JADHAV
SEM7
L.S.RAHEJA SCHOOL OF ARCHITECTURE
OCCUPANCY SUMMARY
NAME OF THE PROJECT :PROFORMA - A DRAWING TITLE :- SHEET 1 NORTH DRG.NO SCALE DATE DRN. BY CHKD. BY N PROPOSED COMMERCIAL BUILDING ON PLOT BEARING C.T.S No. 525, 526, 527, 528, 529, 530, 531 & 532 OF VILLAGE - CHEMBUR AT R.C. CHEMBURKAR MARG, CHEMBUR, MUMBAI. NAME ADDRESS & SIGNATURE OF THE CLIENT :NAME ADDRESS & SIGNATURE OF THE ARCHITECT :RIYA UTTAM JADHAV FOURTH YEAR BARCH L.S.RAHEJA SCHOOL OF ARCHITECTURE RIYA UTTAM JADHAV 11/10/2023 1:500 01 (A) PLOT AREA 1) DEDUCTION :- (a) ROAD SETBACKS, IF ANY (b) AMENITY SPACE (c) IF ANY FURTHER, 2) 3) TOTAL DEDUCTION :4) NET PLOT AREA :5) (a) ZONAL FSI (b) PREMIUM FSI (c) TDR SLUM 20% (d) OPEN MARKET 80% 6) BUA (EXCLUDING FUNGIBLE FSI) 7) FUNGIBLE FSI @ 35% 8) BUA INCLUDING FUNGIBLE FSI 9) PROPOSED BUILT-UP AREA INCLUDING FUNGIBLE 10) PROPOSED BUILT-UP AREA EXCLUDING FUNGIBLE 11) PROPOSED FUNGIBLE AREA 12) FSI CONSUMED 13) FSI PERMITTED 14) BALANCED BUA ON PLOT 6747.52 0 337.39 0 337.39 6410.13 1 1282.03 0.5 5128.10 16025.33 5608.87 21635.62 21,634.73 16025.33 5,609.4 3.375 3.375 0.89 (B) LOS 1) REQUIRED @20% OF NET PLOT AREA 1285.45 2) LOS PROPOSED 1312.32 (C) PARKING 1) FOR RETAIL UPTO 800 SQ.M (1 PAR/40 SQ.M) 20 ABOVE 800 SQ.M (1000 800) 200 (1 PAR/80 SQ.M) NUMBER 04 2) FOR OFFICES UPTO 1500 SQ.M (1 PAR/37.5 SQ.M) 40 ABOVE 1500 SQ.M (20635.62-1500) 19135.62 (1 PAR/75 SQ.M) 255.15 I.E 256 3) CAR PARKING FOR VISITORS 32 4) TOTAL PARKING REQUIRE 352 PROFORMA - B REQUIRED SMALL CARS REQUIRED BIG CARS PROPOSED SMALL CARS PROPOSED BIG CARS 176 176 176 176 ADDITIONAL TRUCK PARKING 02 81.4719 57.1268 49.2686 24.6648 55.6734 60.9848 69.4092 87.7172 57.2716 6.0657 8.1291 17.5099 5.2418 2.3984 11.9732 16.1766 49.2266 23.7186 5.9120 1 2 3 4 5 6 7 8 9 10 TRIANGLE NO. FACTOR BASE HEIGHT AREA (SQ.M) PLOT AREA DIAGRAM CALCULATION 23.72 49.23 16.18 11.97 57.27 6.06 8.13 17.51 5.24 2.40 0.5 55.67 60.98 69.41 81.47 57.13 87.72 87.72 49.27 26.84 5.91 660.25 1501.02 561.53 525.00 2511.86 246.85 232.23 431.36 70.32 7.09 TOTAL :- 6747.52 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 PLOT AREA DIAGRAM SUB PLOT-B 64.5500 22.7535 19.3452 60.3890 50.0309 26.3932 26.8354 25.4072 11.7857 36.3874 FOR OFFICES PARKING SUMMARY UPTO 1500 SQ.M 1PAR/37.5 SQ.M PARKING NO. 1500 40 ABOVE 1500 SQ.M (20633.26 - 1500) 1PAR/75 SQ.M 19,133.26 255.15 I.E 256 FOR RETAIL/SHOPS UPTO 800 SQ.M 1PAR/40 SQ.M 20 ABOVE 800 SQ.M (1000 - 800) 1PAR/80 SQ.M 200 4 CAR PARKING FOR VISITOR (10%) 32 TOTAL PARKING REQUIRED 352 FOR OFFICES (BUA = 21633.26 SQ.M)
OCCUPANCY OF LOAD FACTOR NO. OF PEOPLE 10 SQ.M PERSON 2163.326 APPROX 2164 PEOPLE FOR RETAIL (BUA = 1000 SQ.M) OCCUPANCY OF LOAD FACTOR NO. OF PEOPLE STREET / GRND FLOOR 166.66 500 SQ.M APPROX 167 PEOPLE 3 SQ.M PERSON UPPER FLOOR APPROX 83.33 PEOPLE 500 SQ.M APPROX 84 PEOPLE 6 SQ.M / PERSON TOTAL PEOPLE IN RETAIL = 251 TOTAL OCCUPANCY OF THE BUILDING = 2415 SAY APPROXIMATELY 2415 PEOPLE FOR UNDER GROUND TANK (UGT) WATER CALCULATION FOR 2415 PEOPLE CONSIDERING WATER STORAGE FOR 1.5 DAYS PERSON SPACE REQUIRED IN LTRS RETAIL STAFF RETAIL VISITOR 45 OFFICE 45 15 NO. OF PEOPLE 201 2164 50 NO. OF DAYS 1.5 1.5 1.5 LTRS 13567.5 1125 146070 M3 13.5675 1.125 146.07 CONSIDERING WATER DEPTH AS 4.2M VOLUME = CU.M DEPTH (D) M 160.76 4.2 LENGTH (L) M X 6.38 X BREADTH (B) M 6.00 FOR UNDER GROUND TANK (UGT) VOLUME 160.76CU.M. VOLUME OF TANK = 230.76 FOR FIRE FIGHTING TANK FOR OVER HEAD TANK (OHT) OHT CAPACITY = UGT VOL 2.0 = 160.76 2.0 REQUIRED AREA = 80.38 CU.M. 13.6838 0.8092 11.9382 27.9982 13.6838 54.9023 7.2771 46.2096 14.1964 18.9322 0.6641 21.4869 4.6708 1 2 TRIANGLE NO. FACTOR BASE HEIGHT AREA (SQ.M) LOS AREA CALCULATION 0.8092 11.9382 0.5 13.6838 27.9982 5.536 167.124 0.5 3 4 13.6838 7.2771 0.5 54.9023 46.2096 375.63 168.1359 0.5 5 6 18.9322 0.6641 0.5 46.2096 21.4869 437.4247 7.1347 0.5 4.6708 50.18 21.4869 7 0.5 TOTAL :- 1312.32 1 2 3 4 5 6 7 GROUND FLOOR NORMAL PARKING STACK PARKING PROPOSED 4-WHEELER PARKING 0 BIG CARS SMALL CARS 19 0 0 BASEMENT 01 BASEMENT 02 108 68 0 0 52 0 0 0 BASEMENT 03 0 176 0 105 176 0 BIG CARS SMALL CARS TOTAL TOTAL PROPOSED PARKING 352 SITE LOCATION PLAN :GROUND FLOOR FLOOR B.U.A TOTAL B.U.A 1474.08 1596.60 1406.59 1474.08 1596.60 1406.59 BUILT-UP AREA SUMMARY NO.S 01 01 01 01 967.60 967.60 01 01 01 01 01 01 01 01 FIRST FLOOR SECOND FLOOR THIRD FLOOR FOURTH FLOOR FIFTH FLOOR SIXTH FLOOR SEVENTH FLOOR (REFUGE) EIGHTH FLOOR NINETH FLOOR TENTH FLOOR ELEVENTH FLOOR 01 TWELVETH FLOOR 01 THIRTEENTH FLOOR 01 FOURTEENTH FLOOR FIFTEENTH FLOOR (OFFICE + OPEN TERRACE) 01 TOTAL :- 21,634.73 1406.59 1406.59 1406.59 1406.59 1406.59 1406.59 1406.59 1406.59 1406.59 1406.59 1406.59 1406.59 1406.59 1406.59 1406.59 1406.59 1406.59 1406.59 1406.59 1406.59 1406.59 1406.59 717.373 717.373 1:500 REQUIRED LOS (20%) 1285.79 SQ.M PROPOSED LOS (20%) 1312.32 SQ.M REQUIRED 5% AMENITIES 337.4 SQ.M PROPOSED 5% AMENITIES 337.4 SQ.M PLINTH LINE BUILDING LINE BLOCK PLAN 1:500 PROPOSED COMMERCIAL BUILDING G + 15 UPPER FLOOR + 3 BASEMENTS 7 FLOOR REFUGE (HT. 63.3M) PROPOSED RETAIL SHOP G + 1FLOOR PLINTH AT 0.6M LVL PLINTH AT 0.6M LVL SLOPE 1:10 42M LONG 3M WIDE SLOPE 1:10 UP 6M WIDE TWO-WAY INTERNAL ROAD INTERNAL ROAD 6M WIDE TWO-WAY DROP OFF FOR OFFICES 12.7330 10.5549 27.2004 25.8127 10.8231 1 2 TRIANGLE NO. FACTOR BASE HEIGHT AREA (SQ.M) AMENITY AREA CALCULATION 11.2522 2.8033 0.5 27.2004 153.032 38.1254 0.5 27.2004 3 4 9.8305 2.3405 0.5 25.8127 126.876 12.6657 0.5 10.8231 TOTAL :- 337.392 1 3 4 11.2522 2.8033 2.3405 9.8305 STAIRCASE
GROUND FLOOR 226.44 FIRST FLOOR FLOOR AREA SQ.M) TYPICAL FLOOR (2,3,4,5,6,8,9,10,11,12,13,14) X 12 REFUGE FLOOR AT 7 FLOOR FIFTEENTH FLOOR (OFFICE + OPEN TERRACE) TOTAL STAIRCASE AREA :238.82 2384.88 180.35 196.20 3,226.69 ANCILLARY FACILITIES ON GROUND FLOOR CAFE NAME LENGTH BREADTH NO.S AREA (SQ.M) 01 12.23 9.93 121.44 GYM 01 12.23 9.93 121.44 TOTAL :- 242.88 2% FREE AREA OF PERMISSIBLE BUILT-UP AREA I.E. 2% OF 21635.62 = 432.71 NOW ANCILLARY FACILITIES ON GROUND FLOOR WHICH INCLUDES CAFE AND GYM. TOTAL AREA USED 242.88 SQ.M RCC COPING RUBBLE SOILING RAMMED EARTH PLOT EDGE 300MM THK BRICK WALL R1 R2 SR.NO LENGTH BREADTH NO.S AREA (SQ.M) REFUGE 01 01 12.64 21.65 18.94 9.700 273.66 183.72 TOTAL :- 457.38
WALL 121.44 SQ.M GYM
AREA SUMMARY
COMPOUND
NAME OF THE PROJECT :PROFORMA - B DRAWING TITLE :- GROUND FLOOR PLAN WITH SITE NORTH DRG.NO SCALE DATE DRN. BY CHKD. BY N PROPOSED COMMERCIAL BUILDING ON PLOT BEARING C.T.S No. 525, 526, 527, 528, 529, 530, 531 & 532 OF VILLAGE - CHEMBUR AT R.C. CHEMBURKAR MARG, CHEMBUR, MUMBAI. NAME ADDRESS & SIGNATURE OF THE CLIENT :NAME ADDRESS & SIGNATURE OF THE ARCHITECT :RIYA UTTAM JADHAV FOURTH YEAR BARCH L.S.RAHEJA SCHOOL OF ARCHITECTURE RIYA UTTAM JADHAV 11/10/2023 02 1:200 UP 3.1000 LIFT LIFT LIFT LIFT ST1 PRESSURIZED SHAFT 3.1000 3.3700 9.7000 AHU 32.68 SQ.M SUBSTATION 13.0M X 5.5M 71.5 SQ.M DG 6.0M X 9.7M 58.2 SQ.M BMS 5.92M X 9.7M 57.4 SQ.M CAFE 12.23M X 9.93M 121.44 SQ.M 13.0000 5.5000 13.0000 5.5000 9.7000 6.0000 9.9300 12.2300 SUBSTATION 13.0M X 5.5M 71.5 SQ.M 9.9300 12.2300 ATRIUM VOID ABOVE DOUBLE HEIGHT ENTRANCE LOBBY 11.0525 9.6500 9.7000 5.9200 METER ROOM 5.25M X 2.43M 12.76 SQ.M 5.25 2.43 FIRE PANEL ROOM 5.25M X 2.43M 12.76 SQ.M 5.25 2.43 GENTS TOILET 5.45 SQ.M LADIES TOILET 5.45 SQ.M HANDICAP TOILET WAITING LOUNGE 5.25M X 10M 52.5 SQ.M 10.000 5.2500 RAMP TOWARDS GROUND FLOOR SLOPE 1:10 42M LONG 3M WIDE RAMP TOWARDS FIRST BASEMENT SLOPE 1:10 42M LONG 3M WIDE 6.0000 6.0000 6.0000 4.5000 6.0000 BUILDING LINE ABOVE BUILDING LINE ABOVE PLINTH LINE PLINTH LINE DROP OFF FOR OFFICES ENTRY EXIT UP DN TRUCK YARD 4 WHEELER CAR PARKING 4 WHEELER CAR PARKING WHEELER CAR PARKING RETAIL 500 SQ.M SECURITY CABIN 01 02 03 04 11 12 13 14 09 10 05 06 07 08 17 16 15 19 18 21 20 AHU 22.28 SQ.M 3.79 DROP OFF FOR RETAIL CANOPY CANOPY REQUIRED LOS (20%) 1285.79 SQ.M PROPOSED LOS (20%) 1312.32 SQ.M REQUIRED 5% AMENITIES 337.4 SQ.M PROPOSED 5% AMENITIES 337.4 SQ.M 6M WIDE TWO-WAY INTERNAL ROAD 6M WIDE TWO-WAY INTERNAL ROAD 4.5M WIDE INTERNAL ROAD 6M WIDE TWO-WAY INTERNAL ROAD 6M WIDE TWO-WAY INTERNAL ROAD 6M WIDE TWO-WAY INTERNAL ROAD ANCILLARY FACILITIES ON GROUND FLOOR CAFE NAME LENGTH BREADTH NO.S AREA (SQ.M) 01 12.23 9.93 121.44 GYM 01 12.23 9.93 121.44 TOTAL :- 242.88 2% FREE AREA OF PERMISSIBLE BUILT-UP AREA I.E. 2% OF 21635.62 = 432.71 NOW ANCILLARY FACILITIES ON GROUND FLOOR WHICH INCLUDES CAFE AND GYM. TOTAL AREA USED IS 242.88 SQ.M 12.2300 GYM 12.23M X 9.93M 121.44 SQ.M 9.9300 CAFE 12.23M X 9.93M 121.44 SQ.M GYM 12.23M X 9.93M 121.44 SQ.M 12.2300 9.9300
NAME OF THE PROJECT :PROFORMA - B DRAWING TITLE :- GROUND FLOOR PLAN AREA CALCULATION NORTH DRG.NO SCALE DATE DRN. BY CHKD. BY N PROPOSED COMMERCIAL BUILDING ON PLOT BEARING C.T.S No. 525, 526, 527, 528, 529, 530, 531 & 532 OF VILLAGE - CHEMBUR AT R.C. CHEMBURKAR MARG, CHEMBUR, MUMBAI. NAME , ADDRESS & SIGNATURE OF THE CLIENT :NAME , ADDRESS & SIGNATURE OF THE ARCHITECT :RIYA UTTAM JADHAV FOURTH YEAR BARCH L.S.RAHEJA SCHOOL OF ARCHITECTURE D'1 D'2 D'3 D'4 D'5 D'6 D'7 D'8 D1 D2 D3 D4 D5 D6 D7 D8 D9 D10 ST1C ST1D ST2A ST2B ST3C ST3D ST3B ST4B ST4C ST4D 3.1000 1.0000 6.6000 2.2500 2.2500 2.6000 2.0000 7.0600 3.9500 3.4038 13.0000 11.4600 9.7000 6.0000 12.2300 9.7000 9.7000 12.2300 6.7125 51.0000 3.3150 3.1850 1.1100 3.2500 6.6000 3.1000 1.0000 2.2500 1.9400 1.9600 2.3700 2.2700 10.74 11.42 11.0100 2.6000 1.0000 2.0825 2.1975 2.1975 2.0825 4.8200 1.0000 9.7100 11.5503 40.9825 25.34 18.75 2.3700 7.0600 2.6000 3.3300 2.2500 2.2500 2.1400 3.9000 87.89 40.98 D1 D2 D3 D4 D5 D6 D7 D8 D9 D10 SR.NO LENGTH BREADTH NO.S AREA (SQ.M) DUCTS 01 01 01 TOTAL :- 35.81 D'1 SR.NO LENGTH BREADTH NO.S AREA (SQ.M) DEDUCTION 01 51.00 6.713 342.36 ST1 SR.NO NO.S AREA (SQ.M) 01 01 01 79.24 68.38 35.74 STAIRCASE AND LIFT LOBBY ST2 ST3 B C TOTAL DEDUCTION (A + B+ C) 2127.65 1474.08 2 NET BUILT-UP AREA (1-2) 1 ADDITIONS A SR.NO LENGTH BREADTH NO.S AREA (SQ.M) 01 51.00 34.27 3,601.73 BUILT-UP AREA CALCULATION 3.315 1.00 3.315 2.197 2.197 01 1.00 3.185 3.185 01 1.94 2.134 1.10 01 1.00 4.82 4.82 01 3.10 3.10 1.00 01 2.082 1.00 01 2.082 A 1.00 1.00 1.00 2.197 2.197 2.082 2.082 01 2.27 3.155 1.39 D'2 01 11.55 40.98 473.32 D'3 01 25.34 18.75 482.63 D'4 01 11.46 13.00 148.98 D'5 01 6.000 9.700 58.20 D'6 01 12.23 9.700 118.63 D'7 01 12.23 9.700 118.63 D'8 01 10.74 11.42 122.65 TOTAL :- 1,865.4 ST1A ST1B SR.NO LENGTH BREADTH NO.S AREA (SQ.M) STAIRCASE AND LIFT LOBBY CALCULATION 01 01 ST1 3.10 6.83 2.25 2.25 21.17 5.0625 ST1C ST1D 01 01 9.71 3.95 ST2 25.45 27.56 2.60 3.4038 79.24 TOTAL 7.06 2.00 ST4A ST4 ST4B 01 2.37 2.60 6.162 ST4C 01 2.14 3.90 8.346 TOTAL 43.08 ST4D 01 2.25 2.25 5.0625 01 7.06 3.33 23.51 GRAND TOTAL 226.44 01 43.08 ST4 TOTAL :- 226.44 RIYA UTTAM JADHAV 11/10/2023 1:200 LIFT UP DN 3.1000 ST1 UP PRESSURIZED SHAFT 3.1000 LIFT LIFT LIFT LIFT 3.3700 9.7000 AHU 32.68 SQ.M SUBSTATION 13.0M X 5.5M 71.5 SQ.M DG 6.0M X 9.7M 58.2 SQ.M BMS 5.92M X 9.7M 57.4 SQ.M 13.0000 5.5000 13.0000 5.5000 9.7000 6.0000 9.9300 12.2300 SUBSTATION 13.0M X 5.5M 71.5 SQ.M 9.9300 12.2300 ATRIUM VOID ABOVE DOUBLE HEIGHT ENTRANCE LOBBY 11.0525 9.6500 9.7000 5.9200 METER ROOM 5.25M X 2.43M 12.76 SQ.M 5.25 2.43 FIRE PANEL ROOM 5.25M X 2.43M 12.76 SQ.M 5.25 2.43 GENTS TOILET 5.45 SQ.M LADIES TOILET 5.45 SQ.M HANDICAP TOILET 2.27 SQ.M WAITING LOUNGE 5.25M X 10M 52.5 SQ.M 10.000 5.2500 RETAIL 500 SQ.M 03 GROUND FLOOR PLAN RAMP TOWARDS GROUND FLOOR SLOPE 1:10 42M LONG 3M WIDE RAMP TOWARDS FIRST BASEMENT SLOPE 1:10 42M LONG 3M WIDE UP DN AHU 22.28 SQ.M 3.79 3.9000 1.3900 ST2A ST2B 01 ST3A ST3 68.38 ST3B 01 2.25 1.11 2.25 ST3C 01 2.60 2.60 6.76 TOTAL 35.74 TOTAL 01 ST3D 01 1.96 3.25 6.37 01 3.10 6.60 20.46 9.71 11.01 2.60 3.90 25.45 42.939 51.0000 11.5503 2.3700 7.0600 15.9048 6.7125 0.2300 13.0000 21.0400 44.2881 1.0000 5.7119 11.5503 25.3348 22.24 18.75 CAFE 12.23M X 9.93M 121.44 SQ.M GYM 12.23M X 9.93M 121.44 SQ.M ANCILLARY FACILITIES ON GROUND FLOOR CAFE NAME LENGTH BREADTH NO.S AREA (SQ.M) 01 12.23 9.93 121.44 GYM 01 12.23 9.93 121.44 TOTAL :- 242.88 2% FREE AREA OF PERMISSIBLE BUILT-UP AREA I.E. 2% OF 21635.62 = 432.71 NOW ANCILLARY FACILITIES ON GROUND FLOOR WHICH INCLUDES CAFE AND GYM. TOTAL AREA USED IS 242.88 SQ.M 12.2300 9.9300 CAFE 12.23M X 9.93M 121.44 SQ.M GYM 12.23M X 9.93M 121.44 SQ.M 12.2300 9.9300 CANOPY CANOPY
NAME OF THE PROJECT :PROFORMA - B DRAWING TITLE :- FIRST FLOOR PLAN NORTH DRG.NO SCALE DATE DRN. BY CHKD. BY RIYA UTTAM JADHAV 11/10/2023 N PROPOSED COMMERCIAL BUILDING ON PLOT BEARING C.T.S No. 525, 526, 527, 528, 529, 530, 531 & 532 OF VILLAGE - CHEMBUR AT R.C. CHEMBURKAR MARG, CHEMBUR, MUMBAI. NAME ADDRESS & SIGNATURE OF THE CLIENT :NAME ADDRESS & SIGNATURE OF THE ARCHITECT :RIYA UTTAM JADHAV FOURTH YEAR BARCH L.S.RAHEJA SCHOOL OF ARCHITECTURE 1:200 ST2 UP DN 3.1000 ST1 UP DN 3.1000 1.4600 4.4300 2.0850 9.5038 1.4600 5.5000 3.1550 9.5038 1.4600 5.5000 3.1550 9.5038 2.3450 1.4600 9.7338 4.6900 5.6900 2.0000 9.7338 4.6900 2.3450 1.4600 2.0000 5.6900 2.7713 5.7313 1.4600 8.4700 8.4700 6.0000 3.6550 1.4600 8.4700 6.0000 3.6550 1.4600 8.4700 6.0000 3.6550 1.4600 8.4700 6.0000 3.6550 1.4600 3.3700 9.7000 5.7313 2.7713 1.4600 8.4700 1.4600 2.9700 5.3150 9.5038 OFFICE 56.15 SQ.M AHU 32.68 SQ.M OFFICE 54.80 SQ.M OFFICE 52.59 SQ.M OFFICE 56.87 SQ.M OFFICE 45.14 SQ.M OFFICE 60.00 SQ.M 6.0000 3.6550 1.4600 8.4700 8.4700 6.0000 3.6550 1.4600 OFFICE 56.15 SQ.M VOID SUBSTATION AND DG BELOW 9.7000 6.2300 11.2300 13.0000 GLAZING WITH LOUVRES GLAZING WITH LOUVRES GLAZING WITH LOUVRES GLAZING 51.0000 34.2700 1.1300 1.0000 1.1300 1.0000 3.3150 3.1850 2.2700 1.0000 1.1300 1.1300 1.0000 1.1300 1.0000 1.0000 1.1300 1.1300 1.0000 ST1A ST1C ST1D ST2A 1.1100 3.2500 1.9600 2.2500 6.6000 3.1000 1.0000 1.1100 1.9400 2.6000 2.6000 1.3900 ST3A ST3C ST3D ST3B 3.634 2.6000 9.2900 10.3600 6.8300 3.1000 2.2500 2.2500 3.9000 2.6000 9.7100 11.0525 9.6500 3.1000 1.0000 1.0000 2.0825 2.1975 2.1975 2.0825 D1 D2 D3 D4 D5 D6 D7 D8 D10 D11 D12 D13 D14 D15 D16 D17 D'5 1.0000 D9 3.9000 1.7200 11.0100 10.73 11.42 D'6 D'4 9.7000 6.2300 11.2300 13.0000 1.1300 D'2 D'3 ST4A ST4C ST4D 6.7125 51.0000 11.5503 40.9825 25.34 18.75 2.3700 7.0600 2.6000 3.3300 2.2500 2.2500 2.1400 3.9000 87.89 40.98 BELOW DOUBLE HEIGHT ENTRANCE LOBBY D1 D2 D3 D4 D5 D6 D7 D8 D9 D10 D11 D12 D13 D14 D15 D16 D17 SR.NO LENGTH BREADTH NO.S AREA (SQ.M) DUCTS 01 1.00 1.13 TOTAL :- 32.42 D'1 SR.NO LENGTH BREADTH NO.S AREA (SQ.M) DEDUCTION ST1 SR.NO NO.S AREA (SQ.M) 01 01 01 91.62 68.38 35.74 TOTAL :43.08 STAIRCASE AND LIFT LOBBY ST2 ST3 B C TOTAL DEDUCTION (A + B+ C) 2005.13 1596.6 2 NET BUILT-UP AREA (1-2) 1 ADDITIONS A SR.NO LENGTH BREADTH NO.S AREA (SQ.M) 01 51.00 34.27 3,601.73 BUILT-UP AREA CALCULATION 1.13 01 1.00 1.13 1.13 A 01 1.00 1.13 1.13 01 1.13 1.13 1.00 01 3.10 3.10 1.00 D'2 D'3 01 01 2.197 2.197 01 2.082 1.00 01 2.082 1.00 1.00 1.00 2.197 2.197 2.082 2.082 01 1.13 1.13 1.00 01 1.00 1.13 1.13 01 1.00 1.13 1.13 01 1.13 1.13 1.00 01 01 3.155 3.315 1.00 3.315 2.27 1.39 01 1.94 1.94 1.10 01 1.00 3.315 3.315 D'4 01 11.05 9.65 106.63 D'5 01 10.73 11.42 122.53 D'6 01 206.42 TOTAL :- 1733.89 01 51.00 6.713 342.36 01 11.55 40.98 473.32 01 25.34 18.75 482.63 01 238.82 ST4 04 FIRST FLOOR PLAN SR.NO LENGTH BREADTH NO.S AREA (SQ.M) STAIRCASE AND LIFT LOBBY CALCULATION ST1 ST4A ST4 ST4B 01 2.37 2.60 6.162 ST4C 01 2.14 3.90 8.346 TOTAL 43.08 ST4D 01 2.25 2.25 5.0625 01 7.06 3.33 23.51 GRAND TOTAL 238.82 ST1A ST1B 01 01 3.10 6.83 2.25 2.25 21.17 5.0625 ST1C ST1D 01 01 9.71 8.64 ST2 25.45 39.94 2.60 3.90 91.62 TOTAL 1.72 3.634 ST2A ST2B 01 ST3A ST3 68.38 ST3B 01 2.25 1.11 2.25 ST3C 01 2.60 2.60 6.76 TOTAL 35.74 TOTAL 01 ST3D 01 1.96 3.25 6.37 01 3.10 6.60 20.46 9.71 11.01 2.60 3.90 25.45 42.939 51.0000 11.5503 2.3700 7.0600 15.9048 22.24 18.75 25.3348 11.5503 13.4238 1.0000 10.5763 1.0000 10.5763 1.0000 13.4238 4.3050 1.0000 10.4600 6.7125 0.2300 13.0000 4.2750 1.0000 OFFICE 56.15 SQ.M OFFICE 56.15 SQ.M OFFICE 56.15 SQ.M OFFICE 56.87 SQ.M OFFICE 60.00 SQ.M OFFICE 52.59 SQ.M OFFICE 56.15 SQ.M RETAIL 500 SQ.M AHU 22.28 SQ.M 3.79 CANOPY
NAME OF THE PROJECT :PROFORMA - B DRAWING TITLE :- TYPICAL FLOOR PLAN ( 2,3,4,5,6,8,9,10,11,12,13,14) NORTH DRG.NO SCALE DATE DRN. BY CHKD. BY N PROPOSED COMMERCIAL BUILDING ON PLOT BEARING C.T.S No. 525, 526, 527, 528, 529, 530, 531 & 532 OF VILLAGE - CHEMBUR AT R.C. CHEMBURKAR MARG, CHEMBUR, MUMBAI. NAME ADDRESS & SIGNATURE OF THE CLIENT :NAME ADDRESS & SIGNATURE OF THE ARCHITECT :RIYA UTTAM JADHAV FOURTH YEAR BARCH L.S.RAHEJA SCHOOL OF ARCHITECTURE ST2 UP DN 3.1000 LIFT LIFT LIFT LIFT ST1 UP DN 3.1000 12.1600 3.7700 1.4600 9.2000 1.4600 5.5000 3.1550 9.5038 1.4600 5.5000 3.1550 9.5038 1.4600 5.5000 3.1550 9.5038 2.3450 1.4600 9.7338 4.6900 5.6900 2.0000 9.7338 4.6900 2.3450 1.4600 2.0000 5.6900 2.7713 5.7313 1.4600 8.4700 1.4600 3.6550 6.0000 8.4700 8.4700 3.6550 1.4600 6.0000 8.4700 6.0000 3.6550 1.4600 8.4700 6.0000 3.6550 1.4600 8.4700 6.0000 3.6550 1.4600 8.4700 6.0000 3.6550 1.4600 3.3700 9.7000 6.0000 3.6550 1.4600 8.4700 8.4700 6.0000 3.6550 1.4600 5.7313 2.7713 1.4600 8.4700 5.5000 3.1550 1.4600 9.5038 1.4600 5.5000 3.1550 9.5038 1.4600 3.1550 5.5000 9.5038 AHU 32.68 SQ.M OFFICE 59.27 SQ.M GLAZING WITH LOUVRES GLAZING WITH LOUVRES GLAZING WITH LOUVRES GLAZING WITH LOUVRES GLAZING 51.0000 34.2700 1.1300 1.0000 1.1300 1.0000 1.1300 1.0000 3.3150 3.1850 2.2700 1.0000 1.1300 1.0000 1.1300 1.1300 1.0000 1.0000 1.1300 1.0000 1.0000 1.1300 1.0000 1.1300 1.1300 1.0000 ST1A ST1C ST1D ST2A ST2B 1.1100 3.2500 1.9600 2.2500 6.6000 3.1000 1.0000 1.1100 1.9400 2.6000 2.6000 1.3900 ST3A ST3C ST3D ST3B 3.9000 2.6000 11.0100 9.7100 6.8300 3.1000 2.2500 2.2500 11.0100 3.9000 2.6000 9.7100 11.0525 9.6500 3.1000 1.0000 1.0000 2.0825 2.1975 2.1975 2.0825 D1 D2 D3 D4 D5 D6 D7 D8 D9 D10 D11 D12 D13 D14 D15 D16 D17 D18 D19 D20 D'1 D1 D2 D3 D4 D5 D6 D7 D8 D9 D10 D11 D12 D13 D14 D15 D16 D17 D18 D19 D20 SR.NO LENGTH BREADTH NO.S AREA (SQ.M) DUCTS 01 01 01 01 01 1.00 1.13 TOTAL :- 35.81 D'1 SR.NO LENGTH BREADTH NO.S AREA (SQ.M) DEDUCTION 01 11.05 9.65 106.63 TOTAL :- 106.63 ST1 SR.NO NO.S AREA (SQ.M) 01 01 01 94.62 68.38 35.74 TOTAL :- 198.74 STAIRCASE AND LIFT LOBBY ST2 ST3 B C TOTAL DEDUCTION (A + B+ C) 341.18 1406.59 2 NET BUILT-UP AREA (1-2) 1 ADDITIONS A SR.NO LENGTH BREADTH NO.S AREA (SQ.M) 01 51.00 34.27 1747.77 BUILT-UP AREA CALCULATION 1.13 3.155 3.315 1.00 3.315 2.27 1.39 2.197 2.197 01 1.00 1.13 1.13 01 1.00 1.13 1.13 01 1.94 1.94 1.10 01 1.13 1.13 1.00 01 1.00 3.315 3.315 01 1.13 1.13 1.00 01 3.10 3.10 1.00 01 2.082 1.00 01 2.082 A ST1A ST1B SR.NO LENGTH BREADTH NO.S AREA (SQ.M) STAIRCASE AND LIFT LOBBY CALCULATION 01 01 ST1 3.10 6.83 2.25 2.25 21.17 5.0625 ST1C ST1D 01 01 9.71 11.01 ST2 25.45 42.939 94.62 GRAND TOTAL 198.74 TOTAL 01 1.00 1.13 1.13 01 1.00 1.13 1.13 01 1.00 1.13 1.13 01 1.13 1.13 1.00 01 1.13 1.13 1.00 01 1.13 1.13 1.00 1.00 1.00 1.00 2.197 2.197 2.082 2.082 2.60 3.90 RIYA UTTAM JADHAV 11/10/2023 1:200 05 TYPICAL FLOOR PLAN (INCLUDES 2,3,4,5,6,8,9,10,11,12,13,14) ST2A ST2B 01 ST3A ST3 68.38 ST3B 01 2.25 1.11 2.25 ST3C 01 2.60 2.60 6.76 TOTAL 35.74 TOTAL 01 ST3D 01 1.96 3.25 6.37 01 3.10 6.60 20.46 9.71 11.01 2.60 3.90 25.45 42.939 VOID 11.0750 1.0000 11.4600 1.0000 11.4600 1.0000 9.4450 5.3450 1.0000 10.4600 1.0000 4.3050 13.4238 1.0000 10.5763 1.0000 10.5763 1.0000 13.4238 11.1600 1.0000 5.3450 1.0000 10.4600 1.0000 4.3050 OFFICE 52.59 SQ.M OFFICE 56.15 SQ.M OFFICE 52.59 SQ.M OFFICE 56.15 SQ.M OFFICE 56.87 SQ.M OFFICE 45.14 SQ.M OFFICE 60.00 SQ.M OFFICE 56.87 SQ.M OFFICE 56.87 SQ.M OFFICE 45.14 SQ.M OFFICE 60.00 SQ.M OFFICE 56.87 SQ.M OFFICE 56.15 SQ.M OFFICE 56.15 SQ.M OFFICE 56.15 SQ.M OFFICE 56.15 SQ.M OFFICE 56.15 SQ.M OFFICE 56.15 SQ.M
NAME OF THE PROJECT :PROFORMA - B DRAWING TITLE :- REFUGE FLOOR PLAN AT 7 FLOOR NORTH DRG.NO SCALE DATE DRN. BY CHKD. BY N PROPOSED COMMERCIAL BUILDING ON PLOT BEARING C.T.S No. 525, 526, 527, 528, 529, 530, 531 & 532 OF VILLAGE - CHEMBUR AT R.C. CHEMBURKAR MARG, CHEMBUR, MUMBAI. NAME ADDRESS & SIGNATURE OF THE CLIENT :NAME ADDRESS & SIGNATURE OF THE ARCHITECT :RIYA UTTAM JADHAV FOURTH YEAR BARCH L.S.RAHEJA SCHOOL OF ARCHITECTURE RIYA UTTAM JADHAV 11/10/2023 1:200 LIFT ST2 DN 3.1000 LIFT LIFT LIFT LIFT ST1 PRESSURIZED SHAFT 3.1000 LIFT LIFT LIFT LIFT 12.1600 3.7700 1.4600 9.2000 9.7338 4.6900 2.3450 1.4600 2.0000 5.6900 1.4600 3.6550 6.0000 8.4700 8.4700 3.6550 1.4600 6.0000 8.4700 6.0000 3.6550 1.4600 8.4700 6.0000 3.6550 1.4600 8.4700 6.0000 3.6550 1.4600 8.4700 6.0000 3.6550 1.4600 3.3700 9.7000 5.5463 2.5863 1.4600 8.4700 5.5000 3.1550 1.4600 9.5038 1.4600 5.5000 3.1550 9.5038 1.4600 3.1550 5.5000 9.5038 AHU 32.68 SQ.M REFUGE AREA 457.38 SQ.M 18.94 9.7000 12.64 21.6500 GLAZING WITH LOUVRES GLAZING WITH LOUVRES GLAZING WITH LOUVRES GLAZING WITH LOUVRES GLAZING WITH LOUVRES GLAZING WITH LOUVRES GLAZING 51.0000 34.2700 1.1300 1.0000 1.1300 1.0000 1.1300 1.0000 3.3150 3.1850 2.2700 1.0000 1.1300 1.0000 1.1300 1.1300 1.0000 1.0000 1.1300 1.0000 1.0000 1.1300 1.0000 1.1300 1.1300 1.0000 ST1A ST1C ST1D ST2A ST2B 1.1100 3.2500 1.9600 2.2500 6.6000 3.1000 1.0000 1.1100 1.9400 2.6000 2.6000 1.3900 ST3A ST3C ST3D ST3B 2.6000 9.7100 6.8300 3.1000 2.2500 2.2500 11.0100 3.9000 2.6000 9.7100 11.0525 9.6500 3.1000 1.0000 1.0000 2.0825 2.1975 2.1975 2.0825 D1 D2 D3 D4 D5 D6 D7 D8 D9 D10 D11 D12 D13 D14 D15 D16 D17 D18 D19 D20 D'1 2.2300 REFUGE AREA 457.38 SQ.M 18.94 9.7000 12.64 21.6500 R1 R2 D1 D2 D3 D4 D5 D6 D7 D8 D9 D10 D11 D12 D13 D14 D15 D16 D17 D18 D19 D20 SR.NO LENGTH BREADTH NO.S AREA (SQ.M) DUCTS 01 01 01 01 01 1.00 1.13 TOTAL :- 35.81 D'1 SR.NO LENGTH BREADTH NO.S AREA (SQ.M) DEDUCTION 01 11.05 9.65 106.63 TOTAL :- 106.63 ST1 SR.NO NO.S AREA (SQ.M) 01 01 01 76.23 68.38 35.74 TOTAL :- 180.35 STAIRCASE AND LIFT LOBBY ST2 ST3 B C TOTAL DEDUCTION (A + B+ C + D) 780.17 967.60 2 NET BUILT-UP AREA (1-2) 1 ADDITIONS A SR.NO LENGTH BREADTH NO.S AREA (SQ.M) 01 51.00 34.27 1747.77 BUILT-UP AREA CALCULATION 1.13 3.155 3.315 1.00 3.315 2.27 1.39 2.197 2.197 01 1.00 1.13 1.13 01 1.00 1.13 1.13 01 1.94 1.94 1.10 01 1.13 1.13 1.00 01 1.00 3.315 3.315 01 1.13 1.13 1.00 01 3.10 3.10 1.00 01 2.082 1.00 01 2.082 A ST1A ST1B SR.NO LENGTH BREADTH NO.S AREA (SQ.M) STAIRCASE AND LIFT LOBBY CALCULATION 01 01 ST1 3.10 6.83 2.25 2.25 21.17 5.0625 ST1C ST1D 01 01 9.71 11.01 ST2 25.45 24.55 ST2A ST2B 01 ST3A ST3 68.38 76.23 ST3B 01 2.25 1.11 2.25 ST3C 01 2.60 2.60 6.76 TOTAL 35.74 GRAND TOTAL 180.35 TOTAL TOTAL 01 ST3D 01 1.96 3.25 6.37 01 3.10 6.60 20.46 01 1.00 1.13 1.13 01 1.00 1.13 1.13 01 1.00 1.13 1.13 01 1.13 1.13 1.00 01 1.13 1.13 1.00 01 1.13 1.13 1.00 1.00 1.00 1.00 2.197 2.197 2.082 2.082 2.60 2.23 9.71 11.01 2.60 3.90 25.45 42.939 R1 R2 SR.NO LENGTH BREADTH NO.S AREA (SQ.M) REFUGE 01 01 12.64 21.65 18.94 9.700 273.66 183.72 TOTAL :- 457.38 D 06 REFUGE AREA FLOOR PLAN (AT 7 FLOOR) 11.0100 VOID 11.1600 1.0000 0.2300 5.1150 1.0000 10.4600 1.0000 4.3050 0.2300 13.1938 1.0000 10.5763 1.0000 5.8000 4.7763 1.0000 13.4238 4.3050 1.0000 10.4600 1.0000 5.3450 9.4450 1.0000 11.4600 1.0000 11.0750 11.4600 1.0000 OFFICE 59.27 SQ.M OFFICE 52.59 SQ.M OFFICE 56.87 SQ.M OFFICE 45.14 SQ.M OFFICE 60.00 SQ.M OFFICE 56.87 SQ.M OFFICE 56.15 SQ.M OFFICE 56.15 SQ.M OFFICE 56.15 SQ.M OFFICE 56.15 SQ.M OFFICE 56.15 SQ.M OFFICE 56.15 SQ.M
NAME OF THE PROJECT :PROFORMA - B DRAWING TITLE :- OFFICE + TERRACE PLAN (15TH FLOOR) NORTH DRG.NO SCALE DATE DRN. BY CHKD. BY N PROPOSED COMMERCIAL BUILDING ON PLOT BEARING C.T.S No. 525, 526, 527, 528, 529, 530, 531 & 532 OF VILLAGE - CHEMBUR AT R.C. CHEMBURKAR MARG, CHEMBUR, MUMBAI. NAME ADDRESS & SIGNATURE OF THE CLIENT :NAME ADDRESS & SIGNATURE OF THE ARCHITECT :RIYA UTTAM JADHAV FOURTH YEAR BARCH L.S.RAHEJA SCHOOL OF ARCHITECTURE RIYA UTTAM JADHAV 11/10/2023 1:200 D1 D2 D3 D4 D5 D6 D7 D8 D9 D10 D11 D12 D13 SR.NO LENGTH BREADTH NO.S AREA (SQ.M) DUCTS 01 01 01 01 TOTAL :- 35.81 D'1 SR.NO LENGTH BREADTH NO.S AREA (SQ.M) DEDUCTION 01 11.05 9.65 106.63 B TOTAL DEDUCTION (A + B+ C) 1,030.397 717.373 2 NET BUILT-UP AREA (1-2) 1 ADDITIONS A SR.NO LENGTH BREADTH NO.S AREA (SQ.M) 01 51.00 34.27 1747.77 BUILT-UP AREA CALCULATION 3.155 3.315 1.00 3.315 2.27 1.39 2.197 2.197 01 1.94 1.94 1.10 01 1.13 1.13 1.00 01 1.00 3.315 3.315 01 1.13 1.13 1.00 01 3.10 3.10 1.00 01 2.082 1.00 01 2.082 A 01 1.00 1.13 1.13 01 1.00 1.13 1.13 1.00 1.00 1.00 2.197 2.197 2.082 2.082 D'2 01 19.70 9.70 191.09 D'3 01 10.74 12.18 130.81 D'4 01 31.84 2.230 71.00 D'5 01 30.81 9.70 298.857 TOTAL :- 798.387 07 ST2 UP DN 3.1000 ST1 UP DN SHAFT 3.1000 9.7338 4.6900 2.3450 1.4600 2.0000 5.6900 3.3700 9.7000 5.7313 2.7713 1.4600 8.4700 5.5000 3.1550 1.4600 9.5038 1.4600 5.5000 3.1550 9.5038 1.4600 3.1550 5.5000 9.5038 AHU 32.68 SQ.M SLOPE GLAZING WITH LOUVRES GLAZING WITH LOUVRES GLAZING WITH LOUVRES GLAZING WITH LOUVRES GLAZING WITH LOUVRES GLAZING FIFTEENTH FLOOR PLAN (OFFICE + TERRACE PLAN ) 8.4700 6.0000 3.6550 1.4600 8.4700 5.1150 2.7700 1.4600 TERRACE OPEN TO SKY 5.2239 2.8789 1.2300 8.4700 8.4700 6.0000 3.6550 1.4637 TERRACE OPEN TO SKY TERRACE OPEN TO SKY 51.0000 34.2700 3.3150 3.1850 2.2700 1.0000 1.1300 1.0000 1.1300 1.1300 1.0000 ST1A ST1C ST1D ST1B ST2A 1.1100 3.9000 1.9600 2.2500 6.6000 3.1000 1.0000 1.1100 1.9400 2.6000 2.6000 1.3900 ST3A ST3C ST3D ST3B 3.9000 2.6000 10.3600 9.7100 6.8300 3.1000 2.2500 2.2500 11.0100 3.9000 2.6000 9.7100 11.0525 9.6500 3.1000 1.0000 1.0000 2.0825 2.1975 2.1975 2.0825 D1 D2 D3 D4 D5 D6 D7 D9 D10 D11 D12 D13 D'1 D'2 D'3 D'4 D'5 9.7000 10.74 12.1800 2.2300 30.8100 9.7000 1.1300 1.0000 D8 ST1 SR.NO NO.S AREA (SQ.M) 01 01 01 92.08 68.38 35.74 TOTAL :- 196.2 STAIRCASE AND LIFT LOBBY ST2 ST3 C ST1A ST1B SR.NO LENGTH BREADTH NO.S AREA (SQ.M) STAIRCASE AND LIFT LOBBY CALCULATION 01 01 ST1 3.10 6.83 2.25 2.25 21.17 5.0625 ST1C ST1D 01 01 9.71 10.36 ST2 25.45 40.40 92.08 GRAND TOTAL 196.20 TOTAL 2.60 3.90 ST2A ST2B 01 ST3A ST3 68.38 ST3B 01 2.25 1.11 2.25 ST3C 01 2.60 2.60 6.76 TOTAL 35.74 TOTAL 01 ST3D 01 1.96 3.25 6.37 01 3.10 6.60 20.46 9.71 11.01 2.60 3.90 25.45 42.939 31.84 19.70 VOID 0.2300 30.8050 15.4050 5.3450 1.0000 10.4600 1.0000 4.3050 13.4238 1.0000 1.0000 11.0050 4.6368 19.7045 0.2300 0.2300 9.7000 12.1800 2.2300 9.7000 0.2300 OFFICE 56.15 SQ.M OFFICE 52.59 SQ.M OFFICE 56.15 SQ.M OFFICE 56.87 SQ.M OFFICE 45.14 SQ.M OFFICE 60.00 SQ.M OFFICE 56.87 SQ.M OFFICE 56.15 SQ.M OFFICE 56.15 SQ.M
NAME OF THE PROJECT :PROFORMA - B DRAWING TITLE :- BASEMENT PLAN 1 AND 2 NORTH DRG.NO SCALE DATE DRN. BY CHKD. BY N PROPOSED COMMERCIAL BUILDING ON PLOT BEARING C.T.S No. 525, 526, 527, 528, 529, 530, 531 & 532 OF VILLAGE - CHEMBUR AT R.C. CHEMBURKAR MARG, CHEMBUR, MUMBAI. NAME ADDRESS & SIGNATURE OF THE CLIENT :NAME ADDRESS & SIGNATURE OF THE ARCHITECT :RIYA UTTAM JADHAV FOURTH YEAR BARCH L.S.RAHEJA SCHOOL OF ARCHITECTURE RIYA UTTAM JADHAV 11/10/2023 1:200 08 BASEMENT PLAN 1 BASEMENT PLAN 2 FOR OFFICES PARKING SUMMARY UPTO 1500 SQ.M 1PAR/37.5 SQ.M PARKING NO. 1500 40 ABOVE 1500 SQ.M (20633.26 - 1500) 1PAR/75 SQ.M 19,133.26 255.15 I.E 256 FOR RETAIL/SHOPS UPTO 800 SQ.M 1PAR/40 SQ.M 20 ABOVE 800 SQ.M (1000 - 800) 1PAR/80 SQ.M 200 4 CAR PARKING FOR VISITOR (10%) 32 TOTAL PARKING REQUIRED 352 GROUND FLOOR NORMAL PARKING STACK PARKING PROPOSED 4-WHEELER PARKING 0 BIG CARS SMALL CARS 23 0 0 BASEMENT 01 BASEMENT 02 108 68 0 0 48 0 0 0 BASEMENT 03 0 176 0 105 176 0 BIG CARS SMALL CARS TOTAL TOTAL PROPOSED PARKING 352 LIFT ST2 UP DN 3.1000 LIFT LIFT LIFT LIFT ST1 UP DN 3.1000 LIFT LIFT LIFT LIFT FAN ROOM 40.81 SQ.M 1 55 2 56 3 57 4 58 59 6 60 7 61 62 9 63 10 64 11 65 12 66 67 13 68 14 69 15 70 16 71 17 72 18 73 19 74 20 75 21 76 22 77 23 78 24 79 25 80 26 81 27 82 28 83 29 84 30 85 31 86 32 87 33 88 34 93 39 94 40 95 41 96 42 97 43 98 44 100 46 54 53 52 50 49 103 48 104 105 106 107 108 6M WIDE DRIVEWAY 6.5M WIDE DRIVEWAY 6M WIDE DRIVEWAY 9M WIDE DRIVEWAY 6M WIDE DRIVEWAY 6M WIDE DRIVEWAY PUMP ROOM 29.31 SQ.M 5.5100 5.32 UGT 160.73 SQ.M 17.0000 9.4550 FIRE FIGHTING TANK 230.76 SQ.M 8.5900 5.3188 12.3100 15.0038 STP 100 SQ.M 8.0000 5.0000 14.6900 6.8100 RAMP TOWARDS GROUND FLOOR SLOPE 1:10 42M LONG 3M WIDE RAMP TOWARDS FIRST BASEMENT SLOPE 1:10 42M LONG 3M WIDE 6.6000 4.6000 3.1000 3.3700 6.0543 89 35 90 36 91 37 92 38 99 45 47 102 6M WIDE DRIVEWAY 6.6M WIDE DRIVEWAY 51 101 3.79 FAN ROOM 19.7 SQ.M 5.2 ST2 UP DN 3.1000 LIFT LIFT LIFT LIFT ST1 UP DN 3.1000 FAN ROOM 40.81 SQ.M 6M WIDE DRIVEWAY 6.7M WIDE DRIVEWAY 6M WIDE DRIVEWAY 7M WIDE DRIVEWAY 6.5M WIDE DRIVEWAY 7M WIDE DRIVEWAY RAMP TOWARDS GROUND FLOOR SLOPE 1:10 42M LONG 3M WIDE RAMP TOWARDS FIRST BASEMENT SLOPE 1:10 42M LONG 3M WIDE 6.6000 4.6000 3.1000 3.3700 143 109 144 110 145 111 146 112 147 113 148 114 149 115 150 116 123 157 122 156 121 155 154 120 153 119 152 118 151 117 124 158 125 159 126 160 127 161 128 162 129 163 130 164 131 165 132 166 133 167 134 168 135 169 136 170 137 171 138 172 139 173 140 174 141 175 142 176 1 2 3 4 5 6 7 8 9 10 11 12 15 16 17 19 20 21 22 23 24 26 27 30 31 32 33 35 36 37 38 14 7M WIDE DRIVEWAY 39 41 40 42 48 44 45 46 47 6M WIDE DRIVEWAY 6M WIDE DRIVEWAY 7M WIDE DRIVEWAY 18 3.79 34 28 13 25 29 43 FAN ROOM 19.7 SQ.M 5.2 52 49 50 51
NAME OF THE PROJECT :PROFORMA - B DRAWING TITLE :- BASEMENT PLAN 3 AND TERRACE PLAN NORTH DRG.NO SCALE DATE DRN. BY CHKD. BY N PROPOSED COMMERCIAL BUILDING ON PLOT BEARING C.T.S No. 525, 526, 527, 528, 529, 530, 531 & 532 OF VILLAGE - CHEMBUR AT R.C. CHEMBURKAR MARG, CHEMBUR, MUMBAI. NAME ADDRESS & SIGNATURE OF THE CLIENT :NAME ADDRESS & SIGNATURE OF THE ARCHITECT :RIYA UTTAM JADHAV FOURTH YEAR BARCH L.S.RAHEJA SCHOOL OF ARCHITECTURE RIYA UTTAM JADHAV 11/10/2023 1:200 LIFT UP 3.1000 ST1 PRESSURIZED SHAFT 3.1000 LIFT LIFT LIFT LIFT TERRACE OPEN TO SKY TERRACE OPEN TO SKY GLASS ATRIUM TERRACE OPEN TO SKY OHT ABOVE OHT ABOVE GLAZING WITH LOUVRES GLAZING WITH LOUVRES GLAZING GLAZING GLAZING GLAZING GLAZING GLAZING GLAZING WITH LOUVRES GLAZING WITH LOUVRES 09 BASEMENT PLAN 3 TERRACE PLAN FOR OFFICES PARKING SUMMARY UPTO 1500 SQ.M 1PAR/37.5 SQ.M PARKING NO. 1500 40 ABOVE 1500 SQ.M (20633.26 - 1500) 1PAR/75 SQ.M 19,133.26 255.15 I.E 256 FOR RETAIL/SHOPS UPTO 800 SQ.M 1PAR/40 SQ.M 20 ABOVE 800 SQ.M (1000 - 800) 1PAR/80 SQ.M 200 4 CAR PARKING FOR VISITOR (10%) 32 TOTAL PARKING REQUIRED 352 GROUND FLOOR NORMAL PARKING STACK PARKING PROPOSED 4-WHEELER PARKING 0 BIG CARS SMALL CARS 23 0 0 BASEMENT 01 BASEMENT 02 108 68 0 0 48 0 0 0 BASEMENT 03 0 176 0 105 176 0 BIG CARS SMALL CARS TOTAL TOTAL PROPOSED PARKING 352 ST2 UP DN 3.1000 ST1 UP DN 3.1000 FAN ROOM 40.81 SQ.M 7M WIDE DRIVEWAY 7.8M WIDE DRIVEWAY 8M WIDE DRIVEWAY 7.8M WIDE DRIVEWAY 7M WIDE DRIVEWAY RAMP TOWARDS GROUND FLOOR SLOPE 1:10 42M LONG 3M WIDE RAMP TOWARDS FIRST BASEMENT SLOPE 1:10 42M LONG 3M WIDE 6.6000 4.6000 3.1000 3.3700 CHILLER PLANT ROOM 100 SQ.M 9.7000 10.32 6M WIDE DRIVEWAY 138 139 144 145 146 143 142 149 150 151 154 155 156 140 152 157 100 141 133 53 56 57 58 61 62 63 66 67 68 69 70 71 72 74 75 54 55 59 60 64 65 73 77 96 90 89 76 97 98 91 99 88 87 80 81 82 111 112 113 101 102 119 118 109 110 104 120 121 122 123 124 125 126 127 128 147 148 153 FAN ROOM 19.7 SQ.M 3.79 5.2 79 78 83 84 85 86 92 93 94 95 103 107 108 105 106 114 115 116 117 132 129 130 131 134 135 136 137
NAME OF THE PROJECT :PROFORMA - B DRAWING TITLE :- SECTION AA' NORTH DRG.NO SCALE DATE DRN. BY CHKD. BY N PROPOSED COMMERCIAL BUILDING ON PLOT BEARING C.T.S No. 525, 526, 527, 528, 529, 530, 531 & 532 OF VILLAGE - CHEMBUR AT R.C. CHEMBURKAR MARG, CHEMBUR, MUMBAI. NAME ADDRESS & SIGNATURE OF THE CLIENT :NAME ADDRESS & SIGNATURE OF THE ARCHITECT :RIYA UTTAM JADHAV FOURTH YEAR BARCH L.S.RAHEJA SCHOOL OF ARCHITECTURE RIYA UTTAM JADHAV 11/10/2023 1:200 1.4994 0.0484 0.1451 1.4994 0.0484 0.1451 5.7704 1.8235 0.5949 4.3387 0.5949 2.6603 1.5260 4.5969 0.5949 2.6603 1.5260 4.5969 0.5949 2.6603 1.5260 4.5969 1.0230 0.5949 4.7081 2.15732.6410 0.9674 4.7081 2.1573 1.0230 0.5949 0.9674 2.6410 1.3404 2.7722 0.5949 4.0969 0.5949 1.76792.9021 4.0969 4.0969 1.7679 0.5949 2.9021 4.0969 1.76792.9021 0.5949 4.0969 1.76792.9021 0.5949 4.0969 1.76792.9021 0.5949 4.0969 1.76792.9021 0.5949 1.6300 4.6918 2.9021 1.7679 0.5949 4.0969 4.0969 2.9021 1.7679 0.5949 2.7722 1.3404 0.5949 4.0969 2.6603 1.5260 0.5949 4.5969 0.5949 2.6603 1.5260 4.5969 0.5949 1.5260 2.6603 4.5969 OFFICE 56.15 SQ.M OFFICE 56.15 SQ.M 56.01 SQ.M B B' A A' KEY PLAN :10 UGT F.F.T 6.5M WIDE DRIVEWAY 9M WIDE DRIVEWAY 9M WIDE DRIVEWAY 6.7M WIDE DRIVEWAY 7.8M WIDE DRIVEWAY FIRST FLOOR LEVEL SECOND FLOOR LEVEL THIRD FLOOR LEVEL FOURTH FLOOR LEVEL FIFTH FLOOR LEVEL SIXTH FLOOR LEVEL SEVENTH FLOOR LEVEL EIGHTH FLOOR LEVEL NINETH FLOOR LEVEL TENTH FLOOR LEVEL ELEVENTH FLOOR LEVEL TEWLVETH FLOOR LEVEL THIRTEENTH FLOOR LEVEL FOURTEENTH FLOOR LEVEL PLINTH LEVEL FIRST BASEMENT LEVEL SECOND BASEMENT LEVEL THIRD BASEMENT LEVEL GROUND LEVEL 0.6000 3.6000 3.6000 3.6000 3.6000 3.6000 3.6000 3.6000 3.6000 3.6000 3.6000 3.6000 3.6000 3.6000 3.6000 3.6000 3.6000 1.0000 3.6000 1.5000 4.2000 4.2000 4.2000 SECTION AA' OFFICE DOUBLE HEIGHT ENTRANCE LOBBY OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE REFUGE AREA OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE 63.3000 1.5000 1.5000 2.1400 2.1400 L F T S H A F T F T S H A F T H L F T S H A F T LIFT PIT LIFT PIT OFFICE OFFICE OFFICE TERRACE TERRACE TERRACE FIFTENNTH FLOOR LEVEL TERRACE FLOOR LEVEL L.M.R LEVEL O.H.T LEVEL OHT
NAME OF THE PROJECT :PROFORMA - B DRAWING TITLE :- SECTION BB' AND FRONT ELEVATION NORTH DRG.NO SCALE DATE DRN. BY CHKD. BY N PROPOSED COMMERCIAL BUILDING ON PLOT BEARING C.T.S No. 525, 526, 527, 528, 529, 530, 531 & 532 OF VILLAGE - CHEMBUR AT R.C. CHEMBURKAR MARG, CHEMBUR, MUMBAI. NAME ADDRESS & SIGNATURE OF THE CLIENT :NAME ADDRESS & SIGNATURE OF THE ARCHITECT :RIYA UTTAM JADHAV FOURTH YEAR BARCH L.S.RAHEJA SCHOOL OF ARCHITECTURE RIYA UTTAM JADHAV 11/10/2023 1:200 1.4994 0.0484 0.1451 1.4994 0.0484 0.1451 5.7704 1.8235 0.5949 4.3387 0.5949 2.6603 1.5260 4.5969 0.5949 2.6603 1.5260 4.5969 0.5949 2.6603 1.5260 4.5969 1.0230 0.5949 4.7081 2.15732.6410 0.9674 4.7081 2.1573 1.0230 0.5949 0.9674 2.6410 1.3404 2.7722 0.5949 4.0969 0.5949 1.76792.9021 4.0969 4.0969 1.7679 0.5949 2.9021 4.0969 1.76792.9021 0.5949 4.0969 1.76792.9021 0.5949 4.0969 1.76792.9021 0.5949 4.0969 1.76792.9021 0.5949 1.6300 4.6918 2.9021 1.7679 0.5949 4.0969 4.0969 2.9021 1.7679 0.5949 2.7722 1.3404 0.5949 4.0969 2.6603 1.5260 0.5949 4.5969 0.5949 2.6603 1.5260 4.5969 0.5949 1.5260 2.6603 4.5969 AHU 32.68 SQ.M B B' A A' KEY PLAN :OPENABLE GLASS PANEL OPENABLE GLASS PANEL OPENABLE GLASS PANEL OPENABLE GLASS PANEL OPENABLE GLASS PANEL OPENABLE GLASS PANEL OPENABLE GLASS PANEL OPENABLE GLASS PANEL OPENABLE GLASS PANEL OPENABLE GLASS PANEL OPENABLE GLASS PANEL OPENABLE GLASS PANEL OPENABLE GLASS PANEL OPENABLE GLASS PANEL OPENABLE GLASS PANEL OPENABLE GLASS PANEL OPENABLE GLASS PANEL OPENABLE GLASS PANEL OPENABLE GLASS PANEL OPENABLE GLASS PANEL OPENABLE GLASS PANEL OPENABLE GLASS PANEL OPENABLE GLASS PANEL OPENABLE GLASS PANEL OPENABLE GLASS PANEL OPENABLE GLASS PANEL OPENABLE GLASS PANEL OPENABLE GLASS PANEL OPENABLE GLASS PANEL OPENABLE GLASS PANEL OPENABLE GLASS PANEL OPENABLE GLASS PANEL OPENABLE GLASS PANEL OPENABLE GLASS PANEL OPENABLE GLASS PANEL OPENABLE GLASS PANEL OPENABLE GLASS PANEL OPENABLE GLASS PANEL OPENABLE GLASS PANEL 0.6000 3.6000 3.6000 3.6000 3.6000 3.6000 3.6000 1.0000 3.6000 3.6000 3.6000 3.6000 3.6000 3.6000 3.6000 3.6000 3.6000 3.6000 1.5000 AT 4.2M LEVEL AT 7.8M LEVEL AT 11.4M LEVEL AT 15.0M LEVEL AT 18.6M LEVEL AT 22.2M LEVEL AT 25.8M LEVEL AT 29.4M LEVEL AT 33.0M LEVEL AT 36.6M LEVEL AT 40.2M LEVEL AT 43.8M LEVEL AT 47.4M LEVEL AT 54.6M LEVEL AT 58.2M LEVEL AT 61.8M LEVEL AT 59.2M LEVEL AT 63.3M LEVEL AT 0.6M LEVEL AT +-0.0M LEVEL FRONT ELEVATION 11 63.3000 OPENABLE GLASS PANEL OPENABLE GLASS PANEL OPENABLE GLASS PANEL 3.6000 AT 51.0M LEVEL OFFICE LOBBY LOBBY OFFICE OFFICE LOBBY LOBBY OFFICE OFFICE LOBBY LOBBY OFFICE OFFICE LOBBY LOBBY OFFICE OFFICE LOBBY LOBBY OFFICE OFFICE LOBBY LOBBY OFFICE OFFICE LOBBY LOBBY REFUGE AREA OFFICE LOBBY LOBBY OFFICE OFFICE LOBBY LOBBY OFFICE OFFICE LOBBY LOBBY OFFICE OFFICE LOBBY LOBBY OFFICE OFFICE LOBBY LOBBY OFFICE OFFICE LOBBY LOBBY OFFICE OFFICE LOBBY LOBBY OFFICE OFFICE 9M WIDE DRIVEWAY 6M WIDE DRIVEWAY RAMP 7M WIDE DRIVEWAY 6M WIDE DRIVEWAY RAMP 7M WIDE DRIVEWAY RAMP FIRST FLOOR LEVEL SECOND FLOOR LEVEL THIRD FLOOR LEVEL FOURTH FLOOR LEVEL FIFTH FLOOR LEVEL SIXTH FLOOR LEVEL SEVENTH FLOOR LEVEL EIGHTH FLOOR LEVEL NINETH FLOOR LEVEL TENTH FLOOR LEVEL ELEVENTH FLOOR LEVEL TEWLVETH FLOOR LEVEL THIRTEENTH FLOOR LEVEL FOURTEENTH FLOOR LEVEL FIFTENNTH FLOOR LEVEL TERRACE FLOOR LEVEL O.H.T LEVEL PLINTH LEVEL FIRST BASEMENT LEVEL SECOND BASEMENT LEVEL THIRD BASEMENT LEVEL GROUND LEVEL 0.6000 3.6000 3.6000 3.6000 3.6000 3.6000 3.6000 3.6000 3.6000 3.6000 3.6000 3.6000 3.6000 3.6000 3.6000 3.6000 3.6000 3.6000 1.5000 4.2000 4.2000 4.2000 0.30 0.30 SECTION BB' 63.3000 TERRACE TERRACE OHT OFFICES BEHIND OFFICES BEHIND P R E S S U R Z E D S T A R C A S E S H A F T P R E S S U R Z E D S T A R C A S E S H A F T OPENABLE GLASS PANEL OPENABLE GLASS PANEL OPENABLE GLASS PANEL
To conserve water for future generation ‘Hon’ble Prime Minister launched the mission on ‘Amrit Sarovar’ on 24th April 2022 with a vision to spread awareness about water conservation. The objective of the mission is to improve and rejuvenate 75 water bodies in each district of the country.
VIHAR LAKE DOCUMENTATION
