D.B BOARD FILING ROOM ELECTRICAL LAYOUT PLAN SCALE 1:50 HB POWER SKIRTING POWER SKIRTING POWER SKIRTING POWER SKIRTING POWER SKIRTING CABLE TRAY MOUNTED TO UNDERSIDE OF COUNTER, SEE W417 WAITING AREA PORTICO FAX ROOM RECEPTION SERVER RM CLEANERS RM OFFICE 3 FILING ROOM STAFF FEMALE W.C STAFF DISABLED W.C STAFF MALE W.C PORTICO PUBLIC FEMALE W.C PUBLIC MALE W.C PUBLIC DISABLED W.C OFFICE 2 OFFICE 1 OFFICE 4 DIRECTOR RECEPTION PORTICO STATIONERY STORE FR BOARDROOM WHB WC WC WC WC WC WC WC URL URL URL WHB WHB WHB WHB WHB WT SAFE WHB CORRIDOR 7500 1030 1030 7500 1890 515 5330 6340 1030 3300 1420 STAFF RESTROOM 1030 URL 250 966 110 959 110 966 2400 110 900 110 900 90 3110 250 9720 110 1850 110 4420 340 2000 965 340 340 7720 3890 5493 340 1100 8400 5330 SKYLIGHT 8400 3960 17115 2965 1280 2000 680 2720 4750 9560 4100 1400 4100 9600 2223 110 4134 220 900 220 1793 9600 7500 2930 1x30m FHR 2x4,5kg DCP 450 965 3310 4750 450 250 2470 2720 340 1100 340 8880 340 3960 1870 110 895 110 895 110 1850 110 2235 800 220 900 110 1480 110 1000 3600 1850 110 1860 220 3160 220 3600 700 8800 1100 1580 11480 2590 110 2000 110 1400 3210 11997 154 3292 154 1900 250 2960 110 3000 110 5000 220 3000 220 1400 250 4870 13550 220 1420 220 3600 220 24220 340 900 2005 3309 2005 900 250 1226 2596 250 7320 250 1240 1180 5460 1180 1500 1500 8850 1580 1280 220 4000 110 3000 110 3000 110 1160 11710 3000 220 1400 250 4870 3000 3980 110 250 220 250 1535 220 1350 1168 732 340 2040 110 1850 2380 1640 110 1850 3600 3064 1168 1350 1809 5254 SINK 19223 17030 250 220 340 3500 800 3667 4620 340 7820 WHB WC WC WC WHB 120 120 340 340 3530 AC UNIT 1220 220 220 3890 250 1446 1380 220 8887 1380 718 2193 3730 220 4536 2179 282 118 9205 250 220 1900 4262 600x600mm CEILING ACCESS PANEL TO SPEC 600x600mm MILD STEEL CEILING ACCESS PANEL ABOVE COPIER FAX 1400 110 4000 110 3960 340 WALKWAY WALKWAY 900 1440 110 3980 CORRIDOR 1530 340 3000 12815 110 2467 3126 700 COUNCELING 450 1700 WHB SKYLIGHT SKYLIGHT 460 3280 2650 WALL MOUNTED EMERGENCY LIGHT 300mm ABOVE FFL SINGLE PLUG POINT 1200mm ABOVE FFL 1200mm FLUORESCENT TUBE DISTRIBUTION BOARD GEYSER BED HEAD LIGHT ONE WAY SWITCH TWO WAY SWITCH DIMMER SWITCH SINGLE PLUG POINT 300mm ABOVE FFL TV AERIAL CONNECTION TELEPHONE CONNECTION NETWORK PIPE 20mm SMOKE DETECTOR EXTRACT FAN ELECTRICITY METER POLE INTERCOM INTERCOM RECESSED LIGHT IN SLAB/CEILING. POLE LIGHT WALL MOUNTED LIGHT ELECTRICAL LEGEND SINGLE PHASE ISOLATOR POWER SKIRTING DOOR BELL GS WALL MOUNTED EXAMINATION LIGHT TV TEL EX EF WALL MOUNTED ELECTRIC HEATER HB 3L HYDROBOIL 1200x600mm FLUORESCENT TUBE 600x600mm FLUORESCENT TUBE 1200mm SUSPENDED FLUORESCENT TUBE REV DATE DESCRIPTION * * * 1:50 ELECTRICAL LAYOUT PLAN W601 PROJ NO SCALE WORKING DRAWINGS DATE DATE REV DRAWN DRAWING NO UNIT MAIN RECEPTION AND ADMINISTRATION - UNIT 5 THIS DRAWING IS COPYRIGHT OF TONDOLO PARTNERSHIP PROJECT NORTH WEST PROVINCIAL GOVERNMENT DEPARTMENT OF HEALTH CLIENT G1. THE DESIGN ON THIS DRAWING IS COPYRIGHT AND REMAINS THE PROPERTY OF TONDOLO ARCHITECTS. G2. THE DRAWING MAY NOT BE COPIED OR REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF TONDOLO ARCHITECTS. G3. ANY CONSTRUCTION WORK UNDERTAKEN PRIOR TO MUNICIPAL APPROVAL OF THE PROJECT SHALL BE UNDERTAKEN AT THE RISK OF THE CLIENT. G4. ALL WORK TO COMPLY WITH NBR AND BUILDING STANDARDS ACT 103 OF 1977, SANS 10400 AND SANS 204. G5. THIS DRAWING IS NOT TO BE SCALED, FIGURED DIMENSIONS PREVAIL. G6. ALL RELEVANT DETAILS, DIMENSIONS AND LEVELS TO BE CHECKED ON SITE BEFORE COMMENCEMENT OF ANY WORK. DISCREPANCIES TO BE IMMEDIATELY REPORTED TO THE ARCHITECT. THE ARCHITECT ACCEPTS NO RESPONSIBILITY FOR THE MISINTERPRETATION OF DRAWINGS. G7. SAMPLES OF ALL SPECIFIED PRODUCTS TO BE SUBMITTED FOR APPROVAL TO THE ARCHITECT BEFORE FITTING ON SITE. G8. A FULL SET OF THE LATEST DRAWINGS ARE TO BE KEPT AND MAINTAINED ON SITE FOR REFERENCE. C1. REINFORCED CONCRETE, STRUCTURAL STEELWORK INCLUDING CONNECTIONS OF BALUSTRADES AND LAMINATED BEAMS TO STRUCTURES, LOAD BEARING MASONRY WALLS AND TIMBER STRUCTURES ALL TO BE IN ACCORDANCE WITH THE STRUCTURAL ENG'S DESIGN AND SPECS. C2. ALL MECHANICAL VENTILATION TO BE ACCORDING TO ENG'S DETAILS AND SPECS. C3. DPC TO ALL WALLS AT FLOOR LEVEL, UNDER WINDOW CILLS, AGAINST RETAINING WALLS AT CHANGES IN FLOOR LEVELS, BELOW CONCRETE SURFACE BEDS AND AT JUNCTIONS OF P.C COPINGS. C4. ALL GLAZING TO BE IN ACCORDANCE WITH SANS 10400 PART N AND SANS 204. ALL GLAZING, EXCEPT WHERE INDICATED, IS TO BE LAMINATED SAFETY GLASS PERMANENTLY MARKED WITH GLASS CODE AND READILY VISIBLE. C5. WINDOW AREA TO BE MINIMUM 10% OF FLOOR AREA. OPENING SECTIONS OF WINDOWS AND DOORS TO BE MINIMUM 5% OF FLOOR AREA FOR VENTILATION. 120,1$/ */$66 7+,&.1(66 PP 0$; 6,=( 2) 3$1( Pð PP 0$; 6,=( 2) 3$1( Pð PP 0$; 6,=( 2) 3$1( Pð C6. WATERPROOFING OF FLAT ROOFS TO BE UNDERTAKEN ACCORDING TO MANUFACTURER'S DETAILS AND SPECS. C7. PITCHED ROOFS WITH STEEL OR TILED COVERING TO BE WATERPROOFED AGAINST PARAPET WALLS WITH 1.2mm GS FLASHING AND COUNTER FLASHING, AND ALL JOINTS SEALED ACCORDING TO MANUFACTURER'S DETAILS AND SPECS. P1. ALL PLUMBING WORK TO BE CARRIED OUT BY LICENSED PLUMBERS AND WORK TO COMPLY WITH SANS 10400 P. P2. ALL DRAINAGE RUNS TO BE ACCESSIBLE ALONG THEIR ENTIRE LENGTH. P3. ALL HOT AND COLD WATER RETICULATION, BULK SEWER AND STORM WATER COLLECTION TO BE ACCORDING TO ENG'S DETAILS AND SPECS. 3 :$67(3,3(6 72 :$6+%$6,16 $1' 6,1.6 72 %( PP 72 6+2:(56 $1' %$7+6 PP 72 85,1$/6 PP $1' 72 :& PP P5. VENT. PIPES TO EXTEND 2m ABOVE ANY WINDOW OR DOOR OPENING IN THE BUILDING OR ANY OTHER BUILDING WITHIN A DISTANCE OF 6m. P6. IE TO ALL BENDS AND JUNCTIONS OF SOIL AND WASTE PIPES. P7. RE TO HEADS OF DRAINS AND AT A MAX 25m INTERVALS ALONG RUNS OF DRAINS. P8. RESEAL TRAPS TO ALL WASTE FITTINGS. P9. CI COVERS AT GROUND LEVEL FITTED IE AND RE MANHOLES 3 :$7(5 3,3( &211(&7,216 72 ),5( +26( 5((/6 72 %( 0,1 PP *6 3,3( 3 :$7(5 3,3( &211(&7,216 72 6$1,7$5< ),77,1*6 72 %( 0,1 PP 3 :$7(5 3,3( &211(&7,216 72 )/86+ 9$/9(6 72 %( 0,1 PP *6 3,3( P13. GEYSERS INSTALLED ACCORDING TO MANUFACTURER'S SPECS, WITH A DRIP TRAY AND TO SABS 0524 REGULATIONS. P14. MIN. FALL OF 100m LONG DRAINS TO BE 1:60, WITH A MIN. COVER OF 300mm. FALLS EXCEEDING 1:10 TO BE PROVIDED WITH BACK DROPS. P15. SOIL DRAINS UNDER GROUND SLABS TO BE FITTED IN PC CHAMBER FILLED WITH CRUSHED STONE AND PC COVER WITHOUT CHANGES IN DIRECTION. NO SEWER IS TO BE CAST IN FOUNDATION FOOTING. 3 :$67( 3,3(6 &211(&7(' 72 :& 6(:(5 3,3( 72 %( 9(17(' :,7+ PP 3,3( P17. ALL BRANCH DRAINS EXCEEDING 6m IN LENGTH TO BE VENTED. P18. uPVC SEWER PIPES TO SABS 791 CLASS 34 STANDARDS AND LAID IN ACCORDANCE WITH THE MANUFACTURER'S DETAILS AND SPEC. P19. HOT AND COLD WATER PIPES FOR INTERNAL RETICULATION TO BE CLASS 1 COPPER TUBING AND INSULATED ACCORDING TO SANS 204. F1. ALL WORK TO COMPLY WITH SABS 0400-1990, OCCUPANCY CLASSIFICATION E2. F2. INSTALLATION OF FIRE EQUIPMENT TO BE ACCORDING TO SABS 0105 FOR EXTINGUISHERS, SABS 543 FOR FIRE HOSE REELS AND SABS 1128 PART 1 FOR HYDRANTS. F3. STRUCTURAL ELEMENTS AND COMPONENTS TO COMPLY WITH REQUIREMENTS AS SPECIFIED IN THE RATIONAL FIRE REPORT AND SANS 10400-T 4.7, AND TO HAVE FIRE STABILITY OF MIN. 120 MINUTES. ) &(,/,1* 92,'6 72 %( ',9,'(' %< ),5( :$//6 ,1 $5($6 /(66 7+$1 Pð F5. PORTABLE FIRE EXTINGUISHERS TO BE HUNG ON PURPOSE MADE BOARDS AND FIXED IN SECURE POSITIONS AS INDICATED ON THE PLAN AT A HEIGHT NOT EXCEEDING 750mm. F6. FIRE HYDRANTS TO INCLUDE 75mm PILLAR WITH DOUBLE HEADED BOOSTER CONNECTION, PRESSURE GAUGE AND NON-RETURN VALVE TO ENG. SPECS. F7. SMOKE CONTROL AND DETECTION INSTALLED ACCORDING TO ENG'S DETAIL AND SPEC. AND RATIONAL FIRE DESIGN REPORT. F8. EMERGENCY LIGHTING TO BE INSTALLED ACCORDING TO THE ENG'S SPECS. F9. SYMBOLIC SAFETY SIGNS TO BE IN ACCORDANCE WITH SABS CODE 1186 AND POSITIONED AS REQUIRED BY THE FIRE DEPARTMENT. F10. FIRE DOORS TO BE FITTED WITH EMERGENCY EXIT LOCKSETS. F11. CLASS B FIRE DOORS TO COMPLY WITH SABS CODE 1253 AND TO BE FITTED WITH APPROVED SELF-CLOSING OR AUTOMATIC CLOSING DEVICES. E1. ALL MOVEMENT JOINTS ACCORDING TO ENG'S DETAIL AND SPEC. E2. NO STRUCTURAL, FLOOR OR WALL FINISH TO BE TAKEN OVER EXPANSION JOINTS. W1. TIMBER WALL PLATES TO BE TANALIZED. W2. STRUCTURAL TIMBER TO BE IN ACCORDANCE WITH SABS 1245 AND MARKED WITH STRESS GRADE. LAMINATED TIMBER TO COMPLY WITH SABS 1460 W3. THE CONTRACTOR TO PROTECT ALL TIMBER MATERIALS AGAINST WEATHER W4. TRUSS HOLD-DOWN, CONNECTIONS, HANGERS AND CLEATS TO BE IN ACCORDANCE WITH ENG'S DETAILS AND SPEC. W5. THE CONTRACTOR TO CHECK CORRECT FIXING OF ALL SPECIFIED BRACING W6. ALL TRUSSES AND TIMBER LOAD BEARING STRUCTURES TO BE IN ACCORDANCE TO ENG'S DETAIL & SPECS. INCLUDING TRUSS HOLD-DOWN, CONNECTIONS, HANGERS AND CLEATS. GENERAL: CONSTRUCTION: SEWER AND STORM WATER: FIRE PROTECTION: MOVEMENT JOINTS TIMBER * * 1. THIS DRAWING IS TO BE USED ONLY FOR ELECTRICAL LAYOUTS. 2. ALL DIMENSIONS TO BE CHECKED ON SITE BEFORE ANY COMMENCEMENT OF WORKS. NOTE: N * * * PROPOSED NEW COMMUNITY HEALTH CENTRE IN MATLOSANA * 2011 / 44 2015.03.20 FOR TENDER ONLY