PROFORMA -B 04/28 (WING-5) (WING-6) CONTENTS OF SHEET UPPER GROUND FLOOR PLAN. (WING-1) (WING-2) (WING-3) (WING-4) 1.52 9.9 1.22 3 7 9.9 0 4 7 0.5 1 0 .5 4 1 T5 T6 5.70 :F :F CC 3 1 CC 6.35 10.40 5.70 R 4.5 3.0 RO 2.7 OO 6 O 9 3.72 M M 1 3.00 2.85 1 8.45 FIRE CONTROL ROOM - LINE AREA DIAGRAM 2 1 0.9 5 5.08 FIRE CONTROL ROOM - LINE AREA DIAGRAM (FOR WING-6) 1 8.45 T1: EL C ROOM SCALE - 1:200 V&C T1&T T3&T4 : FC (FOR WING-5) ROOM CTV 3 2:FCC ROOM SCALE - 1:200 FIRE CONTROL ROOM BUILT UP AREA CALCULATION 1.88 4.05 TYPICAL FLOOR FIRE CONTROL ROOM - LINE AREA DIAGRAM FIRE CONTROL ROOM BUILT UP AREA CALCULATION ELV & CCTV ROOM- LINE AREA DIAGRAM (FOR WING-1 & 2) TYPICAL FLOOR 1 9.97 X 2.79 X 1 NO = 27.82 SQ.MT. (FOR WING-1) SCALE - 1:200 FIRE CONTROL ROOM - LINE AREA DIAGRAM 1 9.97 X 3.01 X 1 NO = 30.01 SQ.MT. 2 1.24 X 0.54 X 1 NO = 0.67 SQ.MT. SCALE - 1:200 FIRE CONTROL BUILT UP AREA CALCULATION (FOR WING-3 & 4) ELV & CCTV ROOM- LINE AREA DIAGRAM 2 1.53 X 0.50 X 1 NO = 0.77 SQ.MT. TOTAL ADDITION = 28.49 SQ.MT. X SCALE - 1:200 TYPICAL FLOOR (FOR WING-4) 3 4.56 X 0.95 X 1 NO = 4.33 SQ.MT. ELV & CCTV BUILT UP AREA CALCULATION SCALE - 1:200 1 10.40 X 5.08 X 1 NO = 52.83 SQ.MT. FIRE CONTROL BUILT UP AREA CALCULATION TOTAL ADDITION = 35.11 SQ.MT. X TYPICAL FLOOR TOTAL ADDITION = 52.83 SQ.MT. X 7.4 1 3.72 X 6.35 X 1 NO = 23.62 SQ.MT. TYPICAL FLOOR ELV & CCTV BUILT UP AREA CALCULATION 3 2 2.85 X 3.00 X 1 NO = 8.55 SQ.MT. 1 5.70 X 8.45 X 1 NO = 48.17 SQ.MT. 4.9 1 TYPICAL FLOOR 5.3 7 3 4.05 X 1.88 X 1 NO = 7.61 SQ.MT. TOTAL ADDITION = 48.17 SQ.MT. X 16 T6 2 1 5.70 X 8.45 X 1 NO = 48.17 SQ.MT. :E 5 4.29 5.2 LV 2 2.4 TOTAL ADDITION = 39.78 SQ.MT. X 4.25 TOTAL ADDITION = 48.17 SQ.MT. X 7 1 RO & C 2 .1 2.8 1 3 1.73 T5 1.2 OM CT 2 5.57 RO : EL V 5.69 OM V & 3 2 C CT 0.2 3 2.99 V 2 5 5.2 T2: EL 6.1 3 V&C 5 1 8.0 4 ROOM CTV CCTV 8.44 3.20 47.5 3.00 T3 : ELV1& 5.28 ELV & CCTV ROOM- LINE AREA DIAGRAM ELV & CCTV ROOM- LINE AREA DIAGRAM FOR (WING-6) 1.36 2 0.97 (FOR WING-1) SCALE - 1:200 1 SCALE - 1:200 5.25 2 3 ELV & CCTV BUILT UP AREA CALCULATION ELV & CCTV BUILT UP AREA CALCULATION 0 0.9 0.7 9 1 7.43 X 2.45 X 1 NO = 18.20 SQ.MT. T1: D GP TYPICAL FLOOR ELV & CCTV ROOM- LINE AREA DIAGRAM METE ANEL & 9.43 ELV & CCTV ROOM- LINE AREA DIAGRAM 8.90 2 4.97 X 2.12 X 1 NO = 10.54 SQ.MT. R RO 1 4.29 X 6.15 X 1 NO = 26.38 SQ.MT. TER (FOR WING-5) OM (FOR WING-3) AREA ME T4 : PANEL 3 2.82 X 5.23 X 1 NO = 14.75 SQ.MT. 2 3.00 X 2.99 X 1 NO = 8.97 SQ.MT. SCALE - 1:200 METER ROOM - LINE AREA DIAGRAM SCALE - 1:200 OM AREA (FOR WING-1) 3 4.25 X 1.73 X 1 NO = 7.35 SQ.MT. &METER RO ELV & CCTV BUILT UP AREA CALCULATION ELV & CCTV BUILT UP AREA CALCULATION TOTAL ADDITION = 43.46 SQ.MT. X SCALE - 1:200 TOTAL ADDITION = 42.70 SQ.MT. X METER ROOM - LINE AREA DIAGRAM TYPICAL FLOOR TYPICAL FLOOR (FOR WING-4) 1 5.36 X 1.21 X 1 NO = 6.49 SQ.MT. METER ROOM BUILT UP AREA CALCULATION 1 5.57 X 8.44 X 1 NO = 47.01 SQ.MT. SCALE - 1:200 2 5.27 X 8.07 X 1 NO = 42.53 SQ.MT. TYPICAL FLOOR 8.67 TOTAL ADDITION = 47.01 SQ.MT. X 3 0.99 X 0.70 X 1 NO = 0.69 SQ.MT. 4.2 0 1 5.28 X 9.43 X 1 NO = 49.79 SQ.MT. 4 0.25 X 4.53 X 1 NO = 1.13 SQ.MT. 1 METER ROOM BUILT UP AREA CALCULATION 3.0 7 2 0.97 X 1.36 X 1 NO = 1.32 SQ.MT. 1 TOTAL ADDITION = 50.84 SQ.MT. X 30 5 2.2 TOTAL ADDITION = 51.11 SQ.MT. X TYPICAL FLOOR .39 4.63 0 0.9 1 5.69 X 3.20 X 1 NO = 18.21 SQ.MT. T2: D 2 GP ANEL 10.22 2 5.25 X 8.90 X 1 NO = 46.73 SQ.MT. 5.9 8 5 & TOTAL ADDITION = 64.94 SQ.MT. X 40 3.11.12 ROOM METER 3.029 2 0.8 .30 0.5 4.06 0 7 METE 0.59 TO 6 ILE 2.4 AREA R 9.6 T 7 1 0 9 .12 0.19 3 4.58 1.1 5 4 TOILET- LINE AREA DIAGRAM (FOR WING-6) 14.30 0.87 1 SCALE - 1:200 METER ROOM - LINE AREA DIAGRAM 3.6 (FOR WING-2) 1 3 7 TOILET BUILT UP AREA CALCULATION SCALE - 1:200 9 2.0 TYPICAL FLOOR 1 4.20 X 2.27 X 1 NO = 9.53 SQ.MT. AREA .69 4.4 METER ROOM BUILT UP AREA CALCULATION T3 : PANEL 9.5 2 3.05 X 5.98 X 1 NO = 18.24 SQ.MT. &METER RO OM 12 9 45 3 0.39 X 0.90 X 1 NO = 0.35 SQ.MT. STAMP AND DATE OF RECEIPT OF PLAN TYPICAL FLOOR 5 0 1 8.67 X 4.63 X 1 NO = 40.14 SQ.MT. T5 4.3 2.1 4 0.30 X 0.80 X 1 NO = 0.24 SQ.MT. PA &T6 0 T5 5 1.12 X 0.52 X 1 NO = 0.58 SQ.MT. 2 3.09 X 0.59 X 1 NO = 1.82 SQ.MT. NE : TR LR F &M : PA 6 3.17 X 2.40 X 1 NO = 7.61 SQ.MT. 3 4.06 X 4.58 X 1 NO = 18.59 SQ.MT. OO & ET NE METER ROOM - LINE AREA DIAGRAM 7 M 2 ER L A 4.3 7 1.12 X 1.15 X 1 NO = 1.29 SQ.MT. 4 0.19 X 0.88 X 1 NO = 0.17 SQ.MT. RO RE (FOR WING-3) 5.4 OM A TOTAL ADDITION (A) = 37.84 SQ.MT. A TOTAL ADDITION = 60.72 SQ.MT. X SCALE - 1:200 3 6 DRIVER TOILET (B) = 4.40 SQ.MT.B 0.2 0.3 METER ROOM BUILT UP AREA CALCULATION 9 9 TOTAL TOILET (A-B) = 33.44 SQ.MT. FILE NO. TYPICAL FLOOR METER ROOM - LINE AREA DIAGRAM P-17708/2023/(124 AND OTHER)/R/S WARD/AKURLI-R/S 1 10.22 X 14.30 X 1 NO = 146.15 SQ.MT. (FOR WING-5) SCALE - 1:200 TOTAL ADDITION = 146.15 SQ.MT. X METER ROOM BUILT UP AREA CALCULATION NOTE:- 3.6 1) ALL DIMENSIONS ARE IN METER. 7 TYPICAL FLOOR 1 2) THIS PLAN IS DIGITALLY SIGNED AND PHYSICAL SIGN NOT REQUIRED 9 1 9.69 X 12.69 X 1 NO = 122.97 SQ.MT. 2.0 3) THIS CANCELS THE EARLIER APPROVAL ONLINE ISSUED UNDER NO P-17708/2023/(124 AND 2 4.30 X 5.43 X 1 NO = 23.35 SQ.MT. OTHER)/R/S WARD/AKURLI-R/S DATED -18-01.2024 3 3.67 X 2.09 X 1 NO = 7.67 SQ.MT. 9.5 4.2 9 0 4) THIS DRAWING SHALL BE READ IN CONJUNCTION WITH LETTER ISSUED UNDER NO 4 4.45 X 2.10 X 1 NO = 9.35 SQ.MT. 2 0 4.3 P-17708/2023/(124 AND OTHER)/R/S WARD/AKURLI-R/S. ON EVEN DATED 5 9.59 X 4.37 X 1 NO = 41.91 SQ.MT. T6 3 2.1 0 2.4 6 0.39 X 0.29 X 1 NO = 0.11 SQ.MT. &M : PA 9 ET NE TOTAL ADDITION = 205.36 SQ.MT. X ER L A RO RE 4.5 OM A 5 METER ROOM - LINE AREA DIAGRAM 4 (FOR WING-6) SCALE - 1:200 PLAN FOR APPROVAL 0.4 8 0.3 9 METER ROOM - LINE AREA DIAGRAM (FOR WING-6) SCALE - 1:200 BUILT UP AREA CALCULATION METER ROOM BUILT UP AREA CALCULATION TYPICAL FLOOR Digitally signed by ROHIT SURESHCHANDRA ROHIT SONAR TYPICAL FLOOR 1 2.49 X 4.30 X 1 NO = 10.71SQ.MT. DN: c=IN, o=PERSONAL, title=9938, AKURLI ROAD pseudonym=f00907c4b866452fbba216549f 9d7aeb, 1 3.67 X 2.09 X 1 NO = 7.67 SQ.MT. SURESHCHA 2.5.4.20=df64d13ef2c95c32a86c465c12c722 HANUMANT TOTAL ADDITION = 10.71SQ.MT. 639ec19ea76ddfe7abbeb50ed7be7473b9, Digitally signed by HANUMANT 2 4.20 X 2.10 X 1 NO = 8.82 SQ.MT. postalCode=400615, st=Maharashtra, SADASHIVRAO NDRA SONAR Shivshant SADASHIVRAO BURE serialNumber=08195ea60dadf788ccb71813 ef313d8b462c5d6fc3460c0e509f53c95eccb1 Digitally signed by Shivshant 3 9.59 X 4.55 X 1 NO = 43.63 SQ.MT. bd, cn=ROHIT SURESHCHANDRA SONAR Sudhakarrao Doke BURE Date: 2024.03.22 11:11:20 +05'30' Date: 2024.03.21 20:08:57 +05'30' Sudhakarrao Date: 2024.03.21 21:14:52 4 0.39 X 0.48 X 1 NO = 0.19 SQ.MT. TOTAL ADDITION = 60.31 SQ.MT. X Doke +05'30' S.E.B.P(R-2) A.E.B.P(R/S) E.E.(B.P)WS-II 'R'-1 OA D S PR S S S 76 S 75 S 74 S B 73 B B 72 B S 71 B S 70 69 S S 68 S 67 S 77 B 283 282 B B OS 78 284 281 B BEAM B @ MID S 280 LEV -LA EL NDING S 79 279 S 80 B 285 278 S B 286 277 LIFT BEAM S X 2.80 81 0.30 B 2.30 ID S & 82 287 EVAC E FIR 50% VO S.S. 50% 1.23 S BEAM UATI 6.21 B @ ED MID-LA LIFT ON 83 288 80 2.83 SMOK NDING LEVEL S 9 CHEC E 0.45 6.1 LIFT X 2.3 S W. CH MT. 0 LOBB K 84 S B 2.30 2.83 Y S X 2.3 AJJA 289 X 2. 0 S S S S 86 85 B 290 2.00 FRD S LOBB S S S S 87 B 9.90 Y ELE 2.00 0.45 S 0.27 X 2.52 W. CH MT. 110 S S S S S S 88 B 291 276 SERV ICE LI 2.00 AJJA 109 108 S S S S 90 89 B 292 275 B B RAM P UP 4.40 X 2.80 FT 2.48 B 1.20 107 91 293 237 W. CH M. AJJA 106 92 B 50% D VOID 105 93 B & S 104 294 274 B 50% B FHC UP S.S. 103 95 94 2.00 B 102 0.30 101 100 96 B DN 111 B 99 98 97 B 295 273 B LOBB G-1 OBB 1.70 B FRD 296 238 Y S B B B B 6.08 B 2.60 X 8.85 B Y 297 FRD B B FRD WIN 298 B B 320 B 112 LOBB B B B Y S 319 318 B B B B B B 300 299 1.50 239 T1: D GP METE ANEL & 2.60 X 6.32 CE L 321 317 301 DN 2.00 113 B 316 302 272 R RO NTED OM UP 315 (COU 303 4.98 FHC 314 304 271 2.25 B 1.20 313 312 305 B 6.33 9.13 IN FSI) W. CH MT. AJJA S 322 311 310 309 308 307 306 1.50 240 2.48 SERV ICE LI B 270 B 1.50 4.40 FT RAN OP S S 117 S 116 115 114 B B B 325 324 323 6.23 261 262 263 264 B 265 B 266 B 267 B 268 B 269 B B S S B B 241 56 FHC 1 FRD B T1: EL (COU OM NTED V&C RO IN FS CTV 9.00 I) 3.57 BEAM @ MID -LAND ING LEVEL 2.00 JJA 0.45 M.W CHA 0.27 2.00 WIDE MT. 1.20 2.00 A CHAJJ ELV LOBB 9.90 Y X 2.52 2.30 2.30 LIFT LIFT X 2.80 X 2.80 X 2.80 K CHOW ENT 1.5 B 259 260 65 66 B B 57 B 0.30 PR PC ST UT -O UT S S S 120 S 119 118 B B 329 B 328 327 326 101 B 0 2.2 1.5 0 5 1.5 0 B 180 182 183 B FH C B 186 B 188 B B B S 1.50 S B S 64 S 63 S 62 S 61 S 60 B S 59 B 58 B 246 B 245 B 244 6.3 243 242 4 3 2 B B B 8.54 DG S ET RETA FOR T1, T IL & C OM AREA MON 2, 10.37 OBB Y BEAM @ MID -LAND ING LEVEL & 50% VO S.S. BEAM ID 50% 1.23 0.30 1.70 50% VO & 50% S.S ID . B 178 184 B 1.50 2.25 1.50 B 247 3 CE L S 121 S B 176 B 248 5 RAN 330 100 B 185 B B AY B B B 249 122 B ENT B B 181 IDE D 187 23 250 S 331 99 174 6 Y 179 251 B S B B 123 WA B B B B RIVEW 172 S 332 103 B 177 B 189 B 252 236 235 124 B IVE B 170 22 B 193 B B B 17.20 B FHC B B FHC S 333 DR B 175 B 168 190 195 B 256 253 B 234 7 254 B 125 B DE B 173 B B 258 B S 11.60 S 334 102 B B 166 191 B 197 B B 233 6M W 8 DG P AN COMM EL FOR B WI B B 255 54 B B BBY 126 98 171 165 192 B 199 ON A S 104 B REA S 335 6M B B 169 194 221 230 B E LO B 257 201 ANC E S 105 232 B 9 B 127 B BOV S B B 167 196 B B 222 231 S 1.50 B ENTR OPY S 106 128 B 336 B 6M 24 220 B 6M 1.50 A 1.5 0 B WI 198 B 25 223 WI 55 2.25 10 CAN 10.20 337 B 1.5 107 B DE 7.5 2 219 B B DE B GE B B 0 2.2 108 B 21 DR 200 B 26 B 40 224 DR 1.50 10.36 N 2.4 TS 4.1 5 S B 11 Y 1.1 5 X TOIL 5 X 4.0 E 1.9 1 7 T 5 338 42 B 1.5 0 L 2.1 IFT B S 20 IV EW 202 B 218 B 41 225 IVE B 8.11 OBB (CO T6 2.5 0X 109 S 42 B WA TRF F U IN NTE (CO :E LV 43 0 L 2.1 IFT B S 19 AY 203 B 226 12 O R CO M AREA MON CE L FS D I) UN RO & CC TE OM TV DI 2.2 7 B 2.5 0 X 0 110 P1 6.0 0 S 43 B Y B RAN S NF 44 97 DT 18 204 227 B FE T MA SI) 3.9 OIL LE 4 X ET 3.3 111 O S 44 B ENT S 5 7.3 5 45 96 17 1.5 228 FRD UG B H B T AN 2.2 OIL DI. 0 0 4 X ET 1.9 41 2.2 1.5 S 45 B T2: EL S 1 46 95 229 V&C 16 B 5 ROOM CTV B FR D B S 7.0 0 B 1.5 0 S 23 S 46 53 (COU 4.57 2.02 S 47 94 NTED FR D B B 15 B S .61 B IN FS 9.00 I) LEVEL @ MID 5.41 B S 47 52 FRD -LAND 11 S ING 48 93 14 205 BEAM 3.0 LIFT 9 T6 &M : PA B B B 27 S B S 0X S UP FR T1&T S 2.4 (CO ET NEL D 49 92 24 13 206 2:FCC S B .50 28 B S 5 CHAJJ UN ER A 112 (COU R OOM A TE RO RE FR D NTED B 3.0 LIFT WIDE S O A 50 IN FS 0X DI 91 12 207 I) 4.78 B 29 8.7 N FSI M B S FH MT. LIFT B JJA 2.4 5 2.6 5 6.3 C 113 48 CHA 0.45 M.W 1.20 LEVEL 3 ) 5 2.30 NDING T6 9.80 65M B MID-LA X 2.80 S 0. BEAM W 60 @ (CO : FC 51 90 B .C M 208 S HA T. B 30 SE B JJA R 163 49 UN C R 13 2.00 2.00 0.27 4.7 VICE 3 X LIF 2.4 T 9.3 TED I OOM 52 WI 114 B B P1 6.19 B 2.00 LOBB LIFT EV F AC IR 2.8 LIF ATIO 5X T U E N 5 2.6 LOB 0 X BY FR 6 N FS I) B B 89 DE 115 161 209 B 31 S TO 50 1 S ELV 9.90 Y X 2.52 X 2.80 2.30 K CHOW 2.3 0 EL E 5.1 5 D DN FR D 53 88 DR B B 159 210 B 32 UG 51 2.48 B B S SM 40 CH OC L E K 2.8 OB CK W IVE 116 B RAM P UP DN B 5 X BY EL UP 10 IN V DG 87 SERV 0 54 B 2.0 2.2 157 211 B WA 164 FHC 0 .19 2.00 B 0. 0 FR 0.3 2.0 0 UP 2.0 0 S 33 ICE LI FT ET B W 47 .C M HA T. JJA D FH C G -6 FH C 0 0.3 -02 55 Y 117 B B 39 14 B FRD 4.40 X 2.80 212 B UP 162 B 155 34 G-2 2.0 2.0 2.4 B 0 0 8 S 2 LOB EL FR D V 0 2.0 0. W 45 .C M HA T. 1. 96 118 B FRD S LOBB Y B B 1.20 2.60 JJA W. CH MT. 2.4 2.0 56 160 213 X 8.85 AJJA 153 B 5 BY 8 B DN 0 3.2 WIN EL E 3.8 119 B T2: D 1.20 LOBB G PAN 2.0 0 5.6 5 FR D FR 57 B 158 B 4.34 EL & W. CH M. AJJA Y SE 5 151 214 B 2.60 D .30 B B ROOM METER X 6.32 R 4.7 VICE 11 LOB .44 BY 2DG 12 120 B 3 X LIF 5.6 T5 1.5 38 PA MA B (COU B 2.4 T X2 SERV PA &T6 58 0 NTED ANC .60 5 NE IN 0 156 149 215 8.37 IN FSI) ICE LI FRD B 1.5 FT L (C NE : TR 39 2.2 4.40 2.00 OU L F& 5 121 B S 37 X 2.80 ELE E E EN 3.0 LIFT 0X NT RO 9.4 ED IN OM 59 B 1.5 RO LE C 2.3 OM . 86 B 154 B 147 216 FHC UP TR 2.4 5 1 F B 6M 0 4.0 4X S 122 B B FRD 2.48 DN AN SI) 60 0 85 B 152 LOBB ENT 145 Y C 3.0 LIFT 0X 38 WI B B 123 B B 15 B 3.46 LIFT 9.90 X 2.52 E 2.4 5 DE 61 84 B 150 B 143 METE R 2.30 X 2.80 FHC 2.00 2.00 R LO B DR B B 124 B B AREA 4.29 2.00 B 0.27 BB IVE 62 83 148 141 217 (COU NTED @ MID -LAND LIFT 0.45 B FR B LEVE IN W. CH MT. ING D 8 L BEAM X 2.80 Y ME 8.9 125 B B FSI) 2.30 EVAC E FIR AJJA (CO TE RA T5 WA 63 B 82 B 146 139 35 UATI LIFT ON B 2.83 SMOK UN CHEC E R O : EL X 2.3 CHOW RE 4.9 8 4.1 TE D IN A (CO OM V & 37 Y 64 81 126 B B 144 B 36 0 LOBB K 2.83 Y X 2.3 0 0.45 W. CH MT. AJJA K B FS CC 3 I) UN TE DI TV B B 127 B 0 1.5 65 B LEVEL NF 80 142 ING-LAND B B 1.5 16 @ MID SI) BEAM 36 128 B 0 B 4.9 66 B 79 B 140 2.2 B 7 8 B C FH 129 B 5 1.5 B FR D 67 78 B 0 3 EN S B B 130 B TR 68 B 77 B 138 AN 7 T5 &M : PA B 131 B 17 B B UP C ET NE 0. W 45 .C M 69 76 B (CO B HA T. E UN ER L AR 137 2.0 JJA 0 LO S FR TE RO 132 EA B D 0 0.3 DI N OM 70 75 B BB B B 18 4 2.0 0 0 2.0 DN 8.7 FSI) 6.2 34 133 136 B T5 2 Y B 0 EL : 9 71 1.5 11 LOB (CO FC .6 B E .44 BY UN C 7 B B FR 2.4 D 3.0 LIF X2 8 32 134 0X T 2.4 .60 UP TE RO 5 DI N OM EL 72 2.2 19 B V B 5 CA NO 3.0 LIFT 2.0 FH C 0 2.6 LOB 0 X BY 5.1 FS I) 30 0 135 B 0X 5 73 B 1.5 S PY 2.4 AB 5 35 1.5 OV E W 28 74 0 20 B SE IN RIVEWAY R SE 4.7 VICE R 4.7 VICE 33 B 6M WIDE D 10 3 X LIF 2.4 T 5 G -5 3 X LIF 2.4 T 5 B 6.04 FHC 31 9 8.7 21 8.7 3.0 LIFT 0X B 22 FRD 6 B 5.01 FH 50 % VO C 2.4 5 29 FRD 23 50 & ID % S.S. FR D EL 3.0 LIFT B B 9.94 T3&T4 : V FRD 0X FRD B UP 2.4 FCC ROOM 5 EL B 4.92 7.85 IN FSI) E EN 2.0 (COUNTED 7.85 RAMP UP 2.0 DN 0 0 24 TR EV F F & HT 4 T3&T4: TR AC IR 25 AN 2.4 8 2.0 0.3 0 U E 2.8 LIF ATIO 5X T 26 FRD B OM CCTV 5.40 PANEL RO FSI) N 0 0. T3 : ELV & FSI) W 60 2.3 CE S .C M 27 9.29 0 HA T. JJA 2.0 FR IN (COUNTED CH 0 D IN (COUNTED SM B AJJ A C OC 50 LO L HE K B DG SET-01 10.35 & % 2.8 OB CK 50 VOID 5 X BY % B FHC BB S.S 1.7 2.2 Be am . 0 0. W 47 .C M 0 FRD 4.93 Y HA T. 7.83 MID-LANDIN JJA 0 5 7.85 BEAM @ 0.3 4.93 RAMP UP CCTV LEVE T4 : ELV & FSI) FRD 6 S 9.92 G IN TER (COUNTED AREA AREA ME 5.80 T3 : PANEL 4.57 BEAM @ T4 : PANEL EXIT OM &METER ROFSI) AREA (COUNTED S FRD &MET ROFSI) ER OM MID-LANDI LIFT ENTRY & IN 2.16 LEVEL 2 IN (COUNTED 3.45 X 3.7 (COUNTED NG IN FSI) FRD 2.00 DG MAIN 2.00 FHC PASSAGE 2 NG PANEL 2.60 X 6.7 LIFT MID-LANDI4.31 2.20 LIFT 2.70 X 2.5 0 BEAM @ 4.05 2.70 X 2.50 CH 1.7 0 AJJ A 50 % LIFT VO 0 & ID 2.75 X 2.5 LEVE 50 50 % DN & % S.S. FRD 50 VOID % 2.03 S.S 0 . UP 2.17 0.3 NG Be am MID-LANDI 0.30 BEAM @ 2.00 WING-3 2.00 LEVEL 2.20 LIFT 2 3.45 X 3.7 1.20 M.W. CHAJJA FHC PASSAGE FIRE TION 2 EVACUA 2.60 X 6.7 2.03 UP LIFT 2.45 X 2.70 2.03 DN FRD FRD UP LIFT DN 0 LIFT LIFT 3.20 X 2.5 0 2.20 LIFT 2.75 X 2.5 0 SMOKE 3.20 X 2.5 ELE FHC LIFT 2.70 X 2.50 CHECK 0 LOBBY 2.70 X 2.5 2.45 X 2.43 2.00 2.00 WING-4 LIFT 3.20 X 3.6 0 ELE 2.18 0.30 0.45 M.W. CHAJJA BEAM @ MID-LANDI LIFT 3.20 X 2.5 0 LEVE NG DESCRIPTION OF PROPOSAL & PROPERTY LIFT NG 0 3.20 X 2.5 MID-LANDI 2.03 0.30 BEAM @ UP PROPOSED DEVELOPMENT ON PROPERTY BEARING 1.20M.W. FIRE CHAJJA EVACUA TION 2.00 2.DN00 LEVEL LIFT PASSAGE 2.45 X 2.70 2 2.60 X 6.7 2.20 FHC LIFT ENTRAN CE LOB BY CTS NO. 124, 125,126,127, 127/1, 128, 146, 146/1, 146/2, BBY 0 3.20 X 3.6 G SMOKE CHECK MID-LANDIN CE LO 146/3, 146/4, 146/5,146/6, 146/7 OF VILLAGE AKURLI , BEAM @ ENTRAN LOBBY 2.45 X 2.43 2.17 LEVE R/S WARD, MUMBAI-400101. CHAJJA 0.45 M.W. G MID-LANDIN LEVEL 1.48 NORTH JOB. NO. DRG. NO. DRAWN BY & BEAM @ 50% VOID 50% S.S. 0.52 CANOPY ABOVE 8.79 LOBBY 573 04/28 Prachi CE ENTRAN SCALE DATE CHECKED BY & 50% VOID 1.48 50% S.S. N 0.52 - 1:300 Ninad 1.48 REVISIONS DESCRIPTION : & 50% VOID 50% S.S. 0.52 8.76 R-0 & 50% VOID 1.48 50% S.S. 0.52 UPPER GROUND FLOOR PLAN NAME AND ADDRESS OF DESIGN ARCHITECT KAPADIA ASSOCIATES N DESIGN LLP, PAREL(E), MUMBAI - 400012. SCALE:- 1:300 NAME OF THE OWNER SIGNATURE M/S. GODREJ PROPERTIES LIMITED Digitally signed by Avaneesh Arya DN: c=IN, o=Personal, title=1752, Avanee pseudonym=F7954072170B716978A CA0EA60DDAD4BCC0DF6CA, 2.5.4.20=9bb645125e6989f259cd884 9ea776dfa9a869f4c107a4f00d2d93a9 3243fdef3, postalCode=227412, sh Arya st=Uttar Pradesh, serialNumber=5BFD5D8D344B6D87C 0013A1FC7452A2FD9CD0280924E7C 62CACD50429A8B7D6A, cn=Avaneesh Arya Date: 2024.03.21 19:58:48 +05'30' NAME AND ADDRESS OF LICENSED SURVEYOR (L.S) SIGNATURE Shashika Digitally signed by Shashikant Laxman Jadhav DN: c=IN, o=Personal, title=4436, B-106, Natraj Building, nt 2.5.4.20=96ea24e3466c1555047363 0d8843a8d731e6d1b86679d2d1521 0387be9f50e48, S P A C E A E postalCode=400080, Mulund Goregaon Link Road Laxman st=Maharashtra, serialNumber=28d8c972d6fe5f6f07b 6902daebcaee524cb190ed30f1e33c de9c2dd15f6a34e, cn=Shashikant Jadhav Laxman Jadhav Mulund (w), Mumbai : 4000 080 Date: 2024.03.21 19:53:57 +05'30' C O N S U L T A N T S