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1
FIRE STAIR AND LOBBY 1 TILES SERVICE ROOM FIRE STAIR AND FIRE LOBBY 2 TILES LOBBY SERVICE DUCT ALL STRUCTURAL WORK TO BE DESIGNED BY RELEVANT ENGINEERS. AND CONSTRUCTION TO FOLLOW ACCORDINGLY ALL STRUCTURAL WORK TO BE DESIGNED BY RELEVANT ENGINEERS. AND CONSTRUCTION TO FOLLOW ACCORDINGLY RETAINED EARTH RETAINED EARTH RETAINED EARTH RETAINED EARTH RETAINED EARTH RETAINED EARTH RETAINED EARTH RETAINED EARTH RETAINED EARTH NB: LAYING OF W ATERPROOFING SYSTEMS TO BE UNDERTAKEN B Y APPROVED WATERPROOFING SPECIALIST AND STRICTLY ACCORDING TO M ANUFACTURER'S INSTRUCTIONS AND DETAILS RETAINED EARTH N S NW SW W E NE SE LEVEL -1 SCALE: 200 STAIRCASE TO ENGINEERS DETAILS 1000MM HIGH HANDRAILS 18 x RISERS : 170mm, TREADS: 300mm RAMP DOWN TO STOREY BELOW RAMP DN RAMP DOWN TO STOREY BELOW GRADIENT 1 IN 9.3 3350 3350 3350 3350 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 17 18 19 20 21 22 23 24 25 34 33 32 31 30 29 28 27 26 35 36 37 38 39 40 41 42 50 49 48 47 46 45 44 43 53 54 51 52 2500 2500 2500 950 2500 2500 2500 950 2500 2500 2500 950 2500 2500 2500 950 2500 2500 2500 950 2500 2500 2500 2500 950 2500 2500 950 2500 2500 950 2500 3500 670 2500 2500 2500 6860 950 7400 4900 4900 7100 4900 4900 6700 6900 2500 2500 950 B SEC B SEC GOODS HOIST SERV. DUCT 3000 2645 1.2m HIGH BALUSTRADE WALL RETAINED EARTH RETAINED EARTH RETAINED EARTH RETAINED EARTH RETAINED EARTH RETAINED EARTH RETAINED EARTH RETAINED EARTH RETAINED EARTH CONCRETE SCREED PARKING DECK ALL COLUMN AND BEAM SIZES AS PER ENGINEERS SPECIFICATIONS. 1 IN 16 RAMP FLOOR TO BE SCREEDED TO FALL TO SUMP AT A 0,1,080 6/23( 1100 1 IN 22 RAMP FLOOR TO BE SCREEDED TO FALL TO SUMP AT A 0,1,080 6/23( LOBBY TILES +95.030 LIFT C BY KONE 2000 kg 1.65m PIT LIFT B BY KONE 2000 kg 1.65m PIT LIFT A BY KONE 2000 kg 1.65m PIT STAIRCASE TO ENGINEERS DETAILS 1000MM HIGH HANDRAILS RISERS : 170MM TREADS: 300MM STAIRCASE TO ENGINEERS DETAILS 1000mm HIGH HANDRAILS 18x RISERS : 170mm TREADS: 300mm 1 5 14 UP 1550 1550 1550 18 9 18 1 UP 1500 1690 4 1500 1540 1 18 UP 9 1500 1500 ie VERTICAL SEWER PIPE TO BE STRAPPED TO WALL 18 x RISERS @ 170mm AND 300mm THREAD FIRE ESCAPE ROUTE FIRE ESCAPE ROUTE 9kg F.E 30m FHR 2x 9kg F.E 30m FHR 2x 9kg F.E 30m FHR 2x 9kg F.E 9kg F.E MH5 MAN HOLE ABOVE 2x 9kg F.E 2x 9kg F.E 2x 9kg F.E 2x 9kg F.E 30m FHR 8 7 6 5 4 3 2 1 9 G F E D C B A H 8 7 6 5 4 3 2 1 9 C B A G F E D H I I J J 8800 8800 10950 8450 5950 5950 8450 8800 8800 10160 6500 10950 8450 5950 5950 8450 8450 8210 7400 3450 8450 8450 8450 8450 8750 8890 7400 3450 8450 8450 8450 8450 8750 8890 102 103 101 103 104 104 105 105 106 106 91 91 92 93 94 95 100 98 99 96 97 S T O P CANNON AVENUE ESSENDENE ROAD 50.300m BOUNDARY LINE C D E a b e d f F 60.960m BOUNDARY LINE 31.540m BOUNDARY LINE 1m BUILDING LINE 1m BUILDING LINE 0.5m BUILDING LINE 1.5m BUILDING LINE WARD ROAD PORTION 7 OF ERF 700 BRICKFIELD PORTION 8 OF ERF 700 BRICKFIELD PORTION 7 OF ERF 700 BRICKFIELD GOODS HOIST GOODS HOIST 30m FHR C SEC C SEC A SEC A SEC B SEC B SEC D SEC D SEC 600 9550 300 220 6710 300 2550 300 2550 300 2550 300 6300 300 8230 800 8750 1850 1630 6710 8550 3000 300 4930 5840 5970 600 46370 800 600 5800 600 300 2530 220 2840 300 40800 800 950 3450 6700 870 2450 300 2920 220 40800 300 4600 300 53860 600 800 20210 300 5000 950 8230 220 41290 6300 300 7150 300 21585 950 7800 950 7500 950 7500 950 7500 950 7500 950 2500 950 6700 450 950 9210 950 7500 950 5000 950 5000 950 7500 830 400 2910 950 7500 950 7500 950 5000 950 5000 950 7500 950 220 10350 600 17300 300 10730 220 13500 28250 13500 300 3500 2521 2221 300 1720 9010 730 1720 SLAB OVER FIRE PASSAGE 20420 DOUBLE VOLUME MECH ROOM DOUBLE VOLUME ENTRANCE DRIVE PATH DOUBLE VOLUME RETAINED EARTH 3800 2100 4200 10000 950 20121 17600 2221 300 59940 8020 15670 37270 300 7120 300 7000 220 8230 220 22870 475 600 600 4765 950 7800 950 7500 950 7500 950 7500 950 7500 950 2500 950 6200 950 1020 LOADING AREA BELOW 220 360 220 220 360 220 150 S/WATER SUMP +' 67250:$7(5 3,3( S/WATER SUMP S/WATER SUMP S/WATER SUMP S/WATER SUMP S/WATER SUMP +' 67250:$7(5 3,3( +' 67250:$7(5 3,3( S/WATER SUMP S/WATER SUMP S/WATER SUMP S/WATER SUMP +95.345 FFL: +94.980 +92.800 +96.300 +99.800 +101.300 +95.295 DB/L0-G1 L4 L3 L1 L2 DB/L0-G1 DB/L0-G1 DB/L0-G1 DB/L0-G1 +' 67250:$7(5 3,3( +' 67250:$7(5 3,3( +' 67250:$7(5 3,3( +' 67250:$7(5 3,3( +' 67250:$7(5 3,3( +' 67250:$7(5 3,3( +' 67250:$7(5 3,3( +' 67250:$7(5 3,3( +' 67250:$7(5 3,3( +' STORMWATER PIPE S/WATER SUMP S/WATER SUMP S/WATER SUMP S/WATER SUMP S/WATER SUMP S/WATER SUMP S/WATER SUMP S/WATER SUMP S/WATER PIPE TO LEVEL BELOW S/WATER SUMP S/WATER SUMP S/WATER SUMP S/WATER SUMP 2830 220 17300 8 7 6 5 4 3 2 1 9 G F E D C B A H 8 7 6 5 4 3 2 1 9 C B A G F E D H I I J J 8800 8800 10950 8450 5950 5950 8450 8800 8800 10160 6500 10950 8450 5950 5950 8450 8450 8210 7400 3450 8450 8450 8450 8450 8750 8890 7400 3450 8450 8450 8450 8450 8750 8890 10130 220 2230 D3 METER ROOM D3 D1 2way light switch 102 103 101 103 104 104 105 105 106 106 91 91 92 93 94 95 100 98 99 96 97 S T O P CANNON AVENUE ESSENDENE ROAD 50.300m BOUNDARY LINE C D E a b e d f F 60.960m BOUNDARY LINE 31.540m BOUNDARY LINE 1m BUILDING LINE 1m BUILDING LINE 0.5m BUILDING LINE 1.5m BUILDING LINE WARD ROAD PORTION 7 OF ERF 700 BRICKFIELD PORTION 8 OF ERF 700 BRICKFIELD PORTION 7 OF ERF 700 BRICKFIELD DB Steel water tank 9000kg Steel water tank 9000kg GOODS HOIST GOODS HOIST 44 43 48 LEVEL -2 SCALE: 200 CONCRETE STORE RM. FIRE STAIR AND LOBBY 2 TILES LOBBY GOODS HOIST LOBBY TILES +92.600 SERVICE DUCT ALL STRUCTURAL WORK TO BE DESIGNED BY RELEVANT ENGINEERS. AND CONSTRUCTION TO FOLLOW ACCORDINGLY RETAINED EARTH RETAINED EARTH RETAINED EARTH RETAINED EARTH RETAINED EARTH RETAINED EARTH RETAINED EARTH RETAINED EARTH RETAINED EARTH RETAINED EARTH +91.800 NB: LAYING OF WATERPROOFING SYSTEMS TO BE UNDERTAKEN BY APPROVED WATERPROOFING SPECIALIST AND STRICTLY ACCORDING TO MANUFACTURER'S INSTRUCTIONS AND DETAILS FLOOR TO BE SCREEDED TO FALL TO SUMP AT A 0,1,080 6/23( ALL COLUMN AND BEAM SIZES AS PER ENGINEERS SPECIFICATIONS. STAIRCASE TO ENGINEERS DETAILS 1000mm HIGH HANDRAILS 19 x RISERS : 170mm TREADS: 300mm 2100 DUCT FIRE PASSAGE FIRE STAIR AND LOBBY 1 RAMP UP RAMP UP RAMP DOWN FROM UPPER STOREY GRADIENT 1 IN 9.3 1400 9975 18700 3430 3430 3350 3350 3644 3644 R9700 R3000 3500 2500 950 2500 2500 2500 950 2500 2500 2500 950 2500 2500 2500 950 2500 2500 2500 6860 2500 2500 2500 950 2500 2500 950 2500 2500 950 6700 4900 4900 6700 4900 4900 2500 2500 14 13 12 11 10 9 8 7 6 5 4 3 2 1 15 16 17 18 19 20 21 22 23 32 31 30 29 28 27 26 25 24 33 34 35 36 37 38 39 40 47 46 45 42 41 +91.800 MALE FEMALE wc wc wc whb whb ur +91.800 950 6700 ie ie ie ie ie ie ie ie 300 1900 220 2480 2200 110 1890 220 1130 220 900 110 900 220 1800 CONCRETE SCREED PARKING DECK CONCRETE SCREED PARKING DECK FLOOR TO BE SCREEDED TO FALL TO SUMP AT A 0,1,080 6/23( 1 IN 16 RAMP 800 1 IN 22 RAMP 1100 +91.800 ie 10 19 1 UP 1500 1690 5 1500 1540 1 9 19 UP 10 1500 1500 MH6 MH8 MH10 MH7 19 x RISERS @ 170mm AND 300mm THREAD 19 x RISERS @ 170mm AND 300mm THREAD +' X39& 6(:(5 3,3( +' X39& 6(:(5 3,3( FIRE ESCAPE ROUTE FIRE ESCAPE ROUTE FIRE ESCAPE ROUTE 30m FHR 2x 9kg F.E 30m FHR 2x 9kg F.E 9kg F.E 30m FHR 2x 9kg F.E TWIN BOOSTER MH5 MAN HOLE FROM LEVEL 0 2x 9kg F.E 2x 9kg F.E ie 2x 9kg F.E 2x 9kg F.E 2x 9kg F.E 30m FHR 30m FHR EX. MH. EX. MH. CL. = 92.230 IL. = 89.600 D. = 2.630 CL. = 97.720 IL. = 96.470 D. = 1.250 MH11 GOODS RECEIVING D4 D3 GENERATOR ROOM 2x 9kg F.E 1 UP FIRE ESCAPE ROUTE ENTRANCE 9800 RAMP GRADIENT 1 IN 24.5 CONCRETE SCREED LOADING AREA FIRE ESCAPE ROUTE 1 IN 10 RAMP C SEC C SEC A SEC A SEC B SEC B SEC D SEC D SEC 30m FHR 2x 9kg F.E 30m FHR 2x 9kg F.E 30m FHR 30m FHR ALL STRUCTURAL WORK TO BE DESIGNED BY RELEVANT ENGINEERS. AND CONSTRUCTION TO FOLLOW ACCORDINGLY LIFT SPEC - 2000KG CAR = 1.8 WIDTH X 2.1M DEPTH SHAFT = 2.55M WIDTH X 2.445M DEPTH 600 9550 300 220 6710 300 2550 300 2550 300 2550 300 6300 7800 800 8750 1850 1630 6710 8550 300 2100 4200 300 3000 300 2480 38840 60960 600 800 600 5800 600 300 2530 220 2840 300 40800 800 950 3450 6700 870 2450 300 2920 220 40800 300 4600 300 3930 220 2700 300 2160 6250 1965 300 9785 3000 7500 300 3960 800 600 6500 300 8450 5650 300 6300 300 1800 220 3260 220 2650 300 11760 73981 4000 2500 21585 CL. = 92.230 IL. = 89.600 D. = 2.630 47170 6190 FIRE PASSAGE FIRE PASSAGE 220 11080 17900 300 9010 220 17300 220 10350 2830 2230 220 1500 220 20420 220 510 220 1500 220 220 220 1500 220 5960 230 1200 230 4400 230 10285 220 10080 220 10000 950 20121 300 3500 300 2221 9000 1266 1500 220 925 300 2645 300 43100 300 2300 300 4080 220 2850 22870 220 12950 230 5015 230 3000 230 3000 115 3000 230 7000 230 720 20420 220 510 1500 12950 23000 300 7120 300 7000 220 6510 220 37670 8020 9720 300 2675 300 2675 300 35730 220 36250 23690 600 59940 400 2910 950 7500 950 7500 950 5000 950 5000 950 7500 950 10000 950 7850 950 7850 950 2521 CONCRETE MECHANICAL RM. CONCRETE RETAINED EARTH 220 360 220 220 360 220 150 +92.600 +92.550 +91.750 +92.800 MH9 FFL: +92.550 66 +96.300 +99.800 +101.300 ELECTRICAL SUBSTATION +92.550 +92.600 +92.600 +92.550 MEDIUM VOLTAGE SWITCH ROOM D2 D4 54 57 MAIN PANEL L1 DB-SS L2 DB-GL-2/E DB-GL-2/E L4 L1 DB-GL-2/E L3 DB-GL-2/E L5 DB-GL-2/E 1 2 2 telkom d/b DB/L0-G1 DB MAIN T MEDIUM VOLTAGE SWITCH ROOM D3 D4 METER ROOM D3 TRANSFORMER BAY 02 D1 TRANSFORMER BAY 01 1 1 FIRE STAIR AND FIRE LOBBY 1 TILES LOBBY FIRE STAIR AND FIRE LOBBY 3 N S NW SW W E NE SE LEVEL 0 SCALE: 200 TILES SERVICE LOBBY SERVICE DUCT LIFT C BY KONE 2000 kg 1.65m PIT LIFT 2 BY KONE 2000 kg 1.65m PIT LIFT 3 BY KONE 2000 kg 1.65m PIT LIFT 4 BY KONE 1000 kg 1.65m PIT GOODS HOIST SERV. DUCT LIFT B BY KONE 2000 kg 1.65m PIT LIFT A BY KONE 2000 kg 1.65m PIT LIFT 1 BY KONE 2000 kg 1.65m PIT TILES RETAIL A1 TILES +98.040 RETAIL A2 TILES WALKWAY SOIL PLANTING AREA TILES TROLLEY BAY TILES ANCHOR STORE TILES BAKERY TILES KITCHEN TILES CHILLER ROOM TILES FREEZER ROOM TILES MAINTENANCE RM. TILES STORAGE AREA COUNTER/DISPLAY COUNTER/DISPLAY SINK SINK SINK SINK SINK SINK GREASE TRAP COUNTER/SHELVES COUNTER/SHELVES 1 5 14 UP 19 1 9 19 UP 1 5 14 19 UP 1 7 13 19 UP FIRE STAIR & LOBBY 2 TILES MH5 svp ie ie ie ie ie ie ie SERVICE DUCT MH1 MH2 MH3 MH4 MH6 MH6 ON LEVEL -2 BELOW VERTICAL SEWER PIPE TO BE STRAPPED TO WALL ie +' 67250:$7(5 3,3( +' 67250:$7(5 3,3( ESCALATOR TO SPECIALIST DETAIL AND INSTALLED WITH ENGINEERS SUPERVISION TO UPPER STOREY FROM UPPER STORY TILES LOBBY STAIRCASE TO ENGINEERS DETAILS 1000mm HIGH HANDRAILS 18 x RISERS : 170mm, TREADS: 300mm STAIRCASE TO ENGINEERS DETAILS 1000mm HIGH HANDRAILS 19 x RISERS : 170mm, TREADS: 300mm STAIRCASE TO ENGINEERS DETAILS, 1m HIGH HANDRAILS 19 x RISERS : 170mm, TREADS: 300mm +' X39& 6(:(5 3,3( +' X39& 6(:(5 3,3( +' X39& 6(:(5 3,3( svp ie FIRE ESCAPE ROUTE FIRE ESCAPE ROUTE FIRE ESCAPE ROUTE FIRE ESCAPE ROUTE FIRE ESCAPE ROUTE FIRE ESCAPE ROUTE FIRE ESCAPE ROUTE FIRE ESCAPE ROUTE FIRE ESCAPE ROUTE FIRE ESCAPE ROUTE FIRE ESCAPE ROUTE 30m FHR 2x 9kg F.E 9kg F.E 9kg F.E 9kg F.E 9kg F.E 9kg F.E 30m FHR 2x 9kg F.E 30m FHR 2x 9kg F.E 30m FHR 2x 9kg F.E 30m FHR 2x 9kg F.E 2x 9kg F.E 2x 9kg F.E 2x 9kg F.E 9kg F.E 9kg F.E 9kg F.E 9kg F.E 9kg F.E 9kg F.E 9kg F.E 9kg F.E 9kg F.E 30m FHR 2x 9kg F.E 30m FHR 9kg F.E 9kg F.E 9kg F.E 9kg F.E 9kg F.E TWIN BOOSTER WHB WHB EXISTING CONNECTION 2x 9kg F.E 2x 9kg F.E 2x 9kg F.E 2x 9kg F.E 30m FHR 8 7 6 5 4 3 2 1 9 G F E D C B A 8 7 6 5 4 3 2 1 9 G F E D 16 15 14 13 12 11 10 16 15 14 13 12 11 10 C B A H H I I J J 30m FHR 2x 9kg F.E C SEC C SEC A SEC A SEC B SEC B SEC D SEC D SEC TILES STORAGE AREA +98.040 +98.040 +98.040 +98.040 +98.040 +98.040 +98.040 +98.040 +98.040 +98.040 +98.040 FFL: +98.040 LEVEL 0 64kN 64kN 55kN 55kN FLOOR DRAIN +' *5(<:$7(5 3,3( S/WATER PIPE TO LEVEL BELOW FLOOR DRAIN FLOOR DRAIN FLOOR DRAIN FLOOR DRAIN FLOOR DRAIN FLOOR DRAIN +' *5(<:$7(5 3,3( +' *5(<:$7(5 3,3( +' *5(<:$7(5 3,3( +' *5(<:$7(5 3,3( +' *5(<:$7(5 3,3( +' *5(<:$7(5 3,3( +' *5(<:$7(5 3,3( FLOOR DRAIN FLOOR DRAIN FLOOR DRAIN FLOOR DRAIN FLOOR DRAIN FLOOR DRAIN FLOOR DRAIN FLOOR DRAIN FLOOR DRAIN FLOOR DRAIN FLOOR DRAIN FLOOR DRAIN FLOOR DRAIN FLOOR DRAIN FLOOR DRAIN FLOOR DRAIN FLOOR DRAIN FLOOR DRAIN FLOOR DRAIN FLOOR DRAIN 1390 75 950 440 1315 875 365 1390 950 440 950 440 1390 950 950 440 950 440 1390 1390 2840 300 2450 35950 950 6200 950 2500 950 7500 950 7500 950 7500 950 7500 8450 7800 950 4765 475 220 15515 220 16680 220 8165 300 5590 11910 41020 5890 58820 220 220 35730 300 2675 300 2675 300 16840 35950 1020 600 59340 22870 23390 300 2521 220 17380 220 300 3500 300 13720 2521 950 7850 950 7850 950 10830 GOODS HOIST GOODS HOIST 8800 8800 10950 8800 8800 10950 7700 7700 7700 6625 7700 7700 3660 6500 6500 7750 7700 7700 7700 6625 7700 7700 8450 5950 5950 8450 8450 5950 5950 8450 8450 8210 7400 3450 8450 8450 8450 8450 8750 8890 7400 3450 8450 8450 8450 8450 8750 8890 150 RWDP 150 RWDP 150 RWDP 150 RWDP STORMWATER ATTENUATION TANK 730 600 1330 220 220 1080 1300 220 1330 1550 1500 1550 1550 1520 1690 1670 2400 1520 1600 1600 1550 1550 1550 950 6670 950 10950 950 15950 950 7260 950 450 6700 950 2500 950 7500 950 7500 950 7500 950 7500 950 7800 10750 300 3200 31660 17110 300 9550 4700 61010 28330 300 4850 300 3000 300 6300 300 2550 300 2550 300 2550 300 6710 220 1630 12180 220 40300 450 3000 19180 220 6460 220 31660 24160 300 6300 300 25130 220 31810 220 12745 220 11195 77960 15400 2450 300 3200 300 3430 630 950 5550 950 5550 950 870 220 7010 220 6500 1500 1500 1810 13950 3000 18760 6340 10500 300 14450 220 2530 220 27485 220 16190 16350 1800 27925 10500 300 14450 220 2530 220 27485 220 600 300 1950 200 2550 200 2550 200 2550 300 6750 950 6750 300 8050 300 5675 950 6750 950 6750 950 5217 61742 950 7940 950 6800 950 6750 950 6750 950 1800 4950 950 5675 950 6750 950 6750 950 1750 600 870 11680 220 32415 220 8165 950 5840 2100 950 37365 110 15400 5217 122102 2645 3000 2645 3000 600 300 2840 220 2530 300 1950 200 2550 200 2550 200 2550 300 T T T T CCT CCT CCT T UL UL UL UL UL UL FOR SIGNAGE FOR SIGNAGE DOWN LIGHTS IN CONCRETE BOXES 1 1 1 1 1 1 2 2 2 2 2 1 DB/L0-A1 3 4 3 DB/L0-A2 DB/L0-CS DB/L0-G1 4 DB-Anchor Telkom 60A 60A U/S-200mm LEVEL -1 SCALE : 1: 400 DATE OF ISSUE: CHECKED : DRAWN BY: DWG. NO.: SCALE: TITLE: AS SHOWN LIGHTING & SMALL POWER LAYOUT CHECKSTAR ON SPARKS LEVEL: ELEC REV: 03 CLIENT: CLIENT SIGNATURE: CONSULTANT SIGNATURE: ATANG MAPHELA ZAID ALLY LEVEL -2,-1,0 19-07-2016 ARCH REV: 5 PROJ. NO.: COS/ELE/01/15 COS/LL/L-2,-1,0/01 LEVEL -2 SCALE : 1: 400 LEVEL 0 SCALE : 1: 400

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Page 1: COS-EE-LIGHTING LAYOUT-LEVEL-2,-1,0 (ARCH REV 5)-LEVEL -2 BASEMENT

FIRE

STA

IRAN

D LO

BBY

1

TILESSERVICE ROOM

FIRE STAIR ANDFIRE LOBBY 2

TILESLOBBY

SERVICEDUCT

ALL STRUCTURAL WORK TO BE DESIGNED BYRELEVANT ENGINEERS. AND CONSTRUCTIONTO FOLLOW ACCORDINGLY

ALL STRUCTURAL WORK TO BE DESIGNED BYRELEVANT ENGINEERS. AND CONSTRUCTIONTO FOLLOW ACCORDINGLY

RETAINED EARTH RETAINED EARTH RETAINED EARTH RETAINED EARTH RETAINED EARTH

RETA

INED

EAR

THRE

TAIN

ED E

ARTH

RETA

INED

EAR

TH

RETAINED EARTH

NB: LAYING OF W ATERPROOFING SYSTEMS TO BEUNDERTAKEN B Y APPROVED WATERPROOFINGSPECIALIST AND STRICTLY ACCORDING TOM ANUFACTURER'S INSTRUCTIONS AND DETAILS

RETA

INED

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TH

N

S

N

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W

W

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LEVEL -1SCALE: 200

STAI

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E TO

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OW

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RAMP DOWN TOSTOREY BELOW

GRADIENT 1 IN 9.3

3350 3350

3350 3350

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18

19

20

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22

23

24

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32

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28

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36

37

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39

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41

42

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48

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44

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2500 2500 2500 950 2500 2500 2500 950 2500 2500 2500 950 2500 2500 2500 950 2500 2500 2500 950 2500

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2500

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RETA

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INED

EAR

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RETAINED EARTH

CONCRETE SCREEDPARKING DECK

ALL COLUMN AND BEAM SIZES AS PERENGINEERS SPECIFICATIONS.

1 IN 16RAMP

FLOOR TO BE SCREEDEDTO FALL TO SUMP AT AMINIMUM 1° SLOPE

1100

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AMP

FLOO

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+95.030

LIFT CBY KONE2000 kg

1.65m PIT

LIFT BBY KONE2000 kg

1.65m PIT

LIFT ABY KONE2000 kg

1.65m PIT

STAIRCASE TOENGINEERS DETAILS1000MM HIGHHANDRAILSRISERS : 170MMTREADS: 300MM

STAIRCASE TOENGINEERS DETAILS1000mm HIGHHANDRAILS18x RISERS : 170mmTREADS: 300mm

15

14

UP1550

1550

1550

18

918

1

UP

1500 1690

4

1500 1540

118 UP

91500 1500

ieVERTICAL SEWER PIPE TO BE STRAPPED TO WALL

18 x RISERS @ 170mmAND 300mm THREAD

FIRE ESCAPEROUTE

FIRE ESCAPEROUTE

9kg F.E30mFHR

2x 9kgF.E

30mFHR

2x 9kgF.E

30mFHR

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9kgF.E

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Telkom

60A 60A

U/S-200mm

LEVEL -1

SCALE : 1: 400

DATE OF ISSUE:

CHECKED :DRAWN BY:DWG. NO.:SCALE:

TITLE:

AS SHOWN

LIGHTING & SMALL POWER LAYOUT

CHECKSTAR ON SPARKS

LEVEL:

ELEC REV: 03

CLIENT:

CLIENT SIGNATURE:

CONSULTANT SIGNATURE:

ATANG

MAPHELA

ZAID

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LEVEL -2,-1,0

19-07-2016

ARCH REV: 5

PROJ. NO.:

COS/ELE/01/15

COS/LL/L-2,-1,0/01

LEVEL -2

SCALE : 1: 400

LEVEL 0

SCALE : 1: 400

2 Unistructure Complex Stairs: Entrance Level · 7/31/2020  · Room at Entrance Level EXIT only at Basement Level Follow designated queue markings while waiting in line to enter

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