LAYOUT OF STONE PILE SCALE=1:100 SECTION OF PILE FOUNDATION SCALE=1:100 BUILDING LINE TRENCH LINE

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1 REV. ESRIPTION TE 2000 UILING LINE TRENH LINE GROUN LEVEL 2000 (STONE PILE) GGREGTE N SN (1:4) WITH WELL OMPTION PROJET: ELETION OMISSION T ENTER UILING KNTIPTH KTHMNU NEPL 2175 LYOUT OF STONE PILE SLE=1: Ø PILE@ 2000 c/c IN OTH IRETION PILE FOUNTION PLN N SETION ESIGN Y: UNP ESP HEKE Y: RWN Y: TE: MY 2017 SLE: S PER NOTE WG.NR. S-01 SETION OF PILE FOUNTION SLE=1:100

2 F4 F3 F1 F1 F3 F REV. ESRIPTION TE F3 F1 F2 F1 F F5 2 F4 F3 F3 F PROJET: TRENH PLN T LVL. -2 (SLE=1:100) ELETION OMISSION T ENTER UILING KNTIPTH KTHMNU NEPL UNP ESP FOOTING SHEULE S.N. ESRIPTION No. SIZE(XxY) EPTH() REINFOREMENT R 1 FOOTING F1 4 2x mmØ@ 100c/c IN OTH IRETION 2 3 F2 F x x mmØ@ 100c/c IN OTH IRETION 12mmØ@ 100c/c IN OTH IRETION 4 F x mmØ@ 150c/c IN OTH IRETION 5 6 F5 F x x mmØ@ 150c/c IN OTH IRETION REFER SETIONL ETILS TRENH PLN ESIGN Y: HEKE Y: RWN Y: TE: MY 2017 SLE: S PER NOTE WG.NR. S-02

3 X REV. ESRIPTION TE Y REFER SUMMRY FOUNTION TYPIL ISOLTE FOOTING PLN SLE-1:30 OMINE FOOTING (F1) SLE-1:50 ±000 PLINTH LVL. PLINTH TIE EM ±000 PLINTH LVL. ±000 PLINTH LVL. / - GROUN LVL. PLINTH TIE EM x - GROUN LVL. PLINTH TIE EM - GROUN LVL. FOOTING EM 200 Ld 75mm Thk. P (1:3:6) 150 mm th.stone UST & GGREGTES 1:6 WELL OMPTE ERTH Y 200 min. 500 TYPIL FOOTING SETION T - SLE:1: RIKWORK IN M(1:4) FOUNTION TIE EM x 75mm Thk. P (1:3:6) FLT RIK SOILING WELL OMPTE ERTH WRF WLL ETIL SLE=1: FOUNTION TOP LVL. 4 LEGGE 100/150 c/c / FOOTING EM 200 Ld 75mm Thk. P (1:3:6) 150 mm th.stone UST & GGREGTES 1:6 WELL OMPTE ERTH min. TYPIL FOOTING SETION T - SLE:1: c/c IN OTH IRETION PROJET: ELETION OMISSION T ENTER UILING KNTIPTH KTHMNU NEPL FOOTING PLN N SETIONS ESIGN Y: HEKE Y: RWN Y: TE: MY 2017 UNP ESP SLE: S PER NOTE WG.NR. S-03

4 F1 F1 F1 F1 F1 F2 F2 F2 F2 F2 F2 REV. ESRIPTION TE F1 F1 F1 F1 F F1 F2 F2 F2 F2 F1 F1 F1 F FOUNTION EM T LVL (SLE=1:100) PROJET: ELETION OMISSION T ENTER UILING KNTIPTH KTHMNU NEPL UNP ESP FOUNTION EM PLN 6-16Ø 8Ø@75/150c/c 8Ø@100 & 150c/c ESIGN Y: HEKE Y: RWN Y: TE: MY 2017 SLE: S PER NOTE WG.NR. S-04 FOUNTION EM (F1) SLE- 1:10 FOUNTION EM (F2) SLE- 1:10

5 T1 T1 T1 T1 T1 T2 T2 T2 T2 T2 T2 REV. ESRIPTION TE T1 T1 T1 T1 T T1 T1 T2 T2 T2 T2 T1 T1 T PLINTH TIE EM PLN (SLE=1:100) PROJET: ELETION OMISSION T ENTER UILING KNTIPTH KTHMNU NEPL UNP ESP PLINTH TIE EM PLN 6-16Ø ESIGN Y: HEKE Y: 8Ø@75/150c/c 8Ø@100 & 150c/c RWN Y: TE: MY 2017 SLE: S PER NOTE WG.NR. S-05 PLINTH TIE EM (T1) SLE- 1:10 PLINTH TIE EM (T2) SLE- 1:10

6 S.NO. OLUMNS TYPE GF. FLOORS FF. OVE FF. REV. ESRIPTION TE 3-25Ø Ø 10Ø 100mm c/c THROUGHOUT 8-25Ø 8-20Ø OLUMN (1) SLE-1: Ø 2-25Ø 2. OLUMN (2) SLE-1:10 10Ø 100mm c/c THROUGHOUT 2-25Ø 4-25Ø 8-20Ø PROJET: ELETION OMISSION T ENTER UILING KNTIPTH KTHMNU NEPL UNP ESP OLUMN ETILS ESIGN Y: HEKE Y: RWN Y: TE: MY 2017 SLE: S PER NOTE WG.NR. S-06

7 a a mm Ø U SHPE HOOK Ø Ø EM LONG GRI SLE-1:40 REV. ESRIPTION TE mmØ SPER@900c/c Ø 1-20Ø 1-20Ø EM LONG GRI SLE-1: SETION T 1a SLE-1:10 SETION T 1 SLE-1:10 1 1a PROJET: Ø Ø Ø ELETION OMISSION T ENTER UILING KNTIPTH KTHMNU NEPL EM LONG GRI SLE-1: a UNP ESP LONGITUINL EMS FOR GROUN FLOOR ESIGN Y: HEKE Y: Ø Ø 3660 RWN Y: TE: MY 2017 SLE: S PER NOTE WG.NR. S Ø SETION T 2 SLE-1:10

8 1 3 1b 2a 1b a 4 1b 2a 1a Ø+ 1-16Ø+ 1-16Ø EM LONG GRI SLE-1:40 5 1b 2a 6 1b 2a 1b REV. ESRIPTION TE 1 2a Ø+ 1-16Ø Ø EM LONG GRI 2 SLE-1: SETION T 1b SLE-1:10 20mmØ SPER@900c/c 1-16Ø SETION T 2a SLE-1: Ø PROJET: ELETION OMISSION T ENTER UILING KNTIPTH KTHMNU NEPL UNP ESP EM LONG GRI 1 SLE-1: Ø LONGITUINL EMS FOR GROUN FLOOR ESIGN Y: HEKE Y: RWN Y: TE: MY 2017 SLE: S PER NOTE WG.NR. S-08 EM LONG GRIS 3 SLE-1:40 SETION T 3 SLE-1:10 SETION T 4 SLE-1:10

9 Ø +1-25Ø +1-25Ø EM LONG GRI 4 SLE-1: Ø +1-25Ø +1-25Ø 470 REV. ESRIPTION TE EM LONG GRI 5 SLE-1: Ø +1-25Ø +1-25Ø 1215 PROJET: ELETION OMISSION T ENTER UILING KNTIPTH KTHMNU NEPL EM LONG GRIS 6 N 7 SLE-1:40 UNP ESP LONGITUINL EMS FOR GROUN FLOOR Ld SEONRY EM Ld 60 RNK R 1-25Ø ESIGN Y: HEKE Y: RWN Y: TE: MY 2017 SLE: S PER NOTE WG.NR. S-09 ETIL T SLE- 1:20 SETION T 5 SLE-1:10 SETION T 6 SLE-1:10

10 Ø Ø +1-20Ø +1-20Ø mm Ø U SHPE HOOK Ø Ø Ø 3660 EM LONG GRI SLE-1: Ø REV. ESRIPTION TE +1-20Ø 4250 EM LONG GRI SLE-1:40 SETION T 7 SLE-1: Ø SETION T 8 SLE-1: Ø Ø Ø Ø Ø Ø Ø Ø 3460 PROJET: ELETION OMISSION T ENTER UILING KNTIPTH KTHMNU NEPL EM LONG GRI SLE-1: Ø +1-20Ø UNP ESP LONGITUINL EMS FOR FIRST FLOOR ESIGN Y: HEKE Y: Ø Ø 3660 RWN Y: TE: MY 2017 SLE: S PER NOTE WG.NR. S Ø SETION T 9 SLE-1:10

11 Ø Ø Ø Ø Ø Ø Ø EM LONG GRI SLE-1: Ø +1-20Ø REV. ESRIPTION TE Ø Ø EM LONG GRI 1 SLE-1:40 SETION T 10 SLE-1:10 SETION T 11 SLE-1:10 PROJET: ELETION OMISSION T ENTER UILING KNTIPTH KTHMNU NEPL UNP ESP 10a 11a 10 LONGITUINL EMS FOR FIRST FLOOR ESIGN Y: HEKE Y: RWN Y: TE: MY 2017 SLE: S PER NOTE WG.NR. S-11 EM LONG GRI 3 SLE-1:40 SETION T 10a SLE-1:10 SETION T 11a SLE-1:10

12 Ø +1-25Ø EM LONG GRI 4 SLE-1: Ø REV. ESRIPTION TE +1-25Ø +1-25Ø EM LONG GRI 5 SLE-1: Ø +1-20Ø 1215 PROJET: +1-25Ø +1-25Ø ELETION OMISSION T ENTER UILING KNTIPTH KTHMNU NEPL EM LONG GRIS 6 N 7 SLE-1: Ø UNP ESP LONGITUINL EMS FOR FIRST FLOOR ESIGN Y: HEKE Y: RWN Y: TE: MY 2017 SLE: S PER NOTE WG.NR. S Ø 1-25Ø 1-25Ø SETION T 14 SLE-1:10 SETION T 15 SLE-1:10 SETION T 16 SLE-1:10

13 REV. ESRIPTION TE EM LONG GRI 2 FOR FIRST FLOOR SLE-1: SETION T 12 SLE-1:10 SETION T 13 SLE-1: EM LONG GRIS N FOR SEON FLOOR 13a 13 13a +1-20Ø +1-20Ø 1-20Ø SETION T 13a SLE-1:10 PROJET: ELETION OMISSION T ENTER UILING KNTIPTH KTHMNU NEPL UNP ESP LONGITUINL EMS EM LONG GRIS 4 N 5 FOR SEON FLOOR ESIGN Y: HEKE Y: RWN Y: TE: MY 2017 SLE: S PER NOTE WG.NR. S-13

14 STIRSE VOI ROP SL S REV. ESRIPTION TE mm Ø Ø SETION T Z SLE- 1:10 GROUN FLOOR OVER SL (SLE=1:100) Z PROJET: ELETION OMISSION T ENTER UILING KNTIPTH KTHMNU NEPL UNP ESP 925 c/c 925 SEONRY EM SLE:1: GROUN FLOOR OVER SL 10mm Ø@ 165c/c ROP SL ETIL FOR TOILET SLE:1: S.N. THIKNESS LER OVER REINFOREMENT R X-IRETION Y-IRETION ISTRIUTION R ESIGN Y: HEKE Y: RWN Y: TE: MY 2017 SLE: S PER NOTE WG.NR. S mm 15mm 10mmØ@ 165 c/c 10mmØ@ 165 c/c 8mm 200 c/c

15 min STIRSE VOI min mm Ø REV. ESRIPTION TE S(x350) min min mm Ø PROJET: ELETION OMISSION T ENTER UILING KNTIPTH KTHMNU NEPL FIRST FLOOR OVER SL (SLE=1:100) SEON FLOOR OVER SL (SLE=1:100) UNP ESP FIRST N SEON FLOOR OVER SL S.N. 1. THIKNESS LER OVER REINFOREMENT R X-IRETION Y-IRETION 150mm 15mm 10mmØ@ 165 c/c 10mmØ@ 165 c/c ISTRIUTION R 8mm 200 c/c ESIGN Y: HEKE Y: RWN Y: TE: MY 2017 SLE: S PER NOTE WG.NR. S-15

16 FIRST F. LVL min W STIRSE PLN FOR GROUN TO FIRST FLOOR SLE : 1:50 UP N 350 SEON LNING Z EM SETION T Y-Y SLE-1: FIRST LNING SETION T Z-Z SLE-1:30 10 Ø NOSING R min c/c c/c c/c SEON LNING c/c c/c 5 FLOOR EM REV. ESRIPTION TE 8mmØ 4 nrs 350 FIRST LNING min / 10 Ø NOSING R PROJET: ELETION OMISSION T ENTER UILING KNTIPTH KTHMNU NEPL 10mmØ NOSING R NOSING RER ETIL T SLE-1:15 Z EM SETION T X-X SLE-1:30 SETION FOR GROUN TO FIRST FLOOR WIST SL THK. 165mm RISER 174 mm TRE mm / c/c c/c ETIL T 75mm Thk. P (1:3:6) 150 mm th.stone UST & GGREGTES 1:6 WELL OMPTE ERTH PLINTH LVL.±000 PLINTH LVL TIE EM x STIRSE PLN N SETIONS ESIGN Y: HEKE Y: RWN Y: TE: MY 2017 UNP ESP SLE: S PER NOTE WG.NR. S-16

17 5 SEON LNING Ø NOSING R c/c c/c SEON FLOOR LVL min SEONRY EM x350 FLOOR EM x W UP N REV. ESRIPTION TE 4 Z EM x350 SETION T Y-Y SLE-1: c/c SEON LNING STIRSE PLN FOR FIRST TO SEON FLOOR SLE : 1:50 FIRST LNING SETION T Z-Z SLE-1: c/c c/c 4 min 5 PROJET: FIRST LNING Ld min 2-10Ø ELETION OMISSION T ENTER UILING KNTIPTH KTHMNU NEPL Z EM x350 SETION T X-X SLE-1:30 SETION FOR FIRST TO SEON FLOOR WIST SL THK. 165mm RISER 174 mm TRE mm c/c 10 Ø NOSING R c/c min FIRST FLOOR FLOOR EM x Z EM FOR LL FLOORS SLE-1: Z EM ETIL SLE-1:10 8Ø@100c/c 2-10Ø STIRSE PLN N SETIONS ESIGN Y: HEKE Y: RWN Y: TE: MY 2017 UNP ESP SLE: S PER NOTE WG.NR. S-17

18 Ø SPN UP TO 1.5m 360c/c MM Ø HORIZONTL / VERTILLY Floor Lvl. 360c/c 360c/c 7mm Ø mm c/c 3-10Ø Floor Lvl Ø 7mmØ mm c/c Roof Lvl. 150 SETION T 1 7Ø@150c/c 5-12Ø SETION T 2 UP TO 1.0m REINFOREMENT ETIL IN 110 TH. RIK MSONRY WLL SLE-1:30 REINFOREMENT ETIL IN TH. RIK MSONRY WLL SLE-1:30 EXTENE OLUMN ON ROOF FOR PRPET WLL 3360 PRPET WLL SETION T 3 SLE-1:30 REV. ESRIPTION TE 7ØLINKS@150c/c Ø LINTEL N PRPET WLL PLN SLE-1: mm Ø 8mm 100c/c Ø Z LINTEL FOR HLF RIK WLL UP TO 900 OPENING 600 Vary s per Opening Span min 200 T 1 min PROJET: ELETION OMISSION T ENTER UILING KNTIPTH KTHMNU NEPL 2-8Ø FLOOR EM 3-10Ø 2 LEGGE 8Ø ETILS UNP ESP ESIGN Y: Opening Span HEKE Y: RWN Y: ETILS SLE- 1: Ø 8Ø@100c/c 2 LEGGE 8Ø WLL SETION T Z SLE:-1:15 Lintel and etail Scale-1:30 NOTE: 'T'=Thickness Of Lintel bove The Opening, min. 150mm nd Vary s Per The Span Of The Opening TE: MY 2017 SLE: S PER NOTE WG.NR. S-18

19 100 OOR OPENING 3-10Ø Ø SETION T M-M SLE-1:20 7Ø SETION T M-M SLE-1:20 7Ø REV. ESRIPTION TE 3-12Ø TOP N OTTOM Min Min Min Min M OOR HT LINTEL LVL. M N +000 PLINTH LVL. - GRIUN LVL. 250 WINOW HT. 100 Min Min SILL N 100mm THK. INING WITH SILL N REINFOREMENT WINOW OPENING JKETING ETIL SLE : 1: LINTEL LVL SILL LVL. PROJET: ELETION OMISSION T ENTER UILING KNTIPTH KTHMNU NEPL UNP ESP OOR N WINOW OPENING JKETING ETILS Min Min ESIGN Y: OOR OPENING JKETING ETIL SLE : 1:30 Ld HEKE Y: RWN Y: TE: MY 2017 SLE: S PER NOTE WG.NR. S-19 REINFOREMENT ETIL FOR LINTEL ON OLUMN SLE-1:15

20 W ISM HOLE FOR 12Ø NHOR OLT 200 8Ø@150 c/c 4-12Ø ISM SE PLTE 35 ISM WELE TO MS PLTE EM T LVL SLE:-1:10 2 NOS IS 65x65x6 K TO K SLE:-1:5 IS 50x50x6 REV. ESRIPTION TE 4805 Z W3 ISM 200 IS 65x65x6 X 470 X 50 18mm Thk. EMENT OR ISM 200 HILTY EXPNSION 350c/c IS 65x65x6 2 UP ± LVL LVL. METL STIR IS 65x65x6 PLN METL FRMING FOR SERVER ROOM ON FLOOR SE PLTE(200xx10) 12mm Ø NHOR OLT 150 LONG 4-12Ø WLL ETIL T Z SLE:-1:10 ISM 150 Y 6 IS 50x50x6 ISM 150 ETIL T Z SLE:-1:10 18mm Thk. EMENT OR LVL. ISM 200 ETILS SLE:-1:10 IS 50x50x6 PROJET: ELETION OMISSION T ENTER UILING KNTIPTH KTHMNU NEPL UNP ESP METL FRMING FOR SURVER ROOM, PLN N ETILS 50 SE PLTE(200xx10) 12mm Ø NHOR OLT 150 LONG ISM IS 50x50x LVL. ESIGN Y: HEKE Y: RWN Y: TE: MY 2017 SLE: S PER NOTE WG.NR. S-20 SETION T X-X SLE:-1:20

21 8Ø 150 / 8Ø@ 150/ 100 / ROOF LVL. 100 / 100 / 100/ Ld. 500 LP STIRRUP & POP RING PLINTH LVL. LONGITUINL SETION OF OLUMN Ld = EVELOPMENT LENGTH OF THE R REFER STRUTURL NOTE ITEMS 3 NOS. U-SHPE HOOK EM TOP N OTTOM RS 3 NOS. U-SHPE HOOK MIN Ld. MIN 2d d=effetive EPTH OF THE EM R OLUMN R EM SESMI ETIL FOR EM OLUMN JOINT SETION 3NOS.8Ø U-SHPE RS IN OTH IRETION EM OLUMN JOINT PLN STIRRUPS 125 / 3 NOS. U-SHPE HOOK 8Ø OTHWYS LP=58*I OF R L 75 OR 10Ø <1.3 LP LENGTH Ld. STIRRUPS 125 / REINFOREMENT LP ETIL IN EM 45 NORML STIRRUP ETIL IN PLN 1:6 SLOPE R 3NOS.8Ø U-SHPE RS IN OTH IRETION EM REINFOREMENT 1:6 SLOPE EM OLUMN JOINT PLN OR 10 Ø R U-SHPE HOOK ETIL IN PLN 75 0R 10 O NOTE: LP IS LLOWE ONLY IF NOT POSSILE TO VOI N IT SHLL E IN STGGERE.NO LP IS LLOWE MORE THN 5O% IN ONE ROSS SETION. ONTRTOR SHLL SUMIT ETIL S(R ENING SHEULE )TO THE SITE ENGINEER PRIOR TO UTTING N PLE IN POSITION. 45 R POP RING ETIL IN PLN REV. PROJET: ESRIPTION ELETION OMISSION T ENTER UILING KNTIPTH KTHMNU NEPL SEISMI ETILS ESIGN Y: HEKE Y: RWN Y: TE: MY 2017 UNP ESP SLE: S PER NOTE WG.NR. S-21 TE