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Please answer questions asap Q1: Question 11 1 pts A drawing of a building is scaled at 1:40. A section of the parapet wall on

Please answer questions asap

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Question 11 1 pts A drawing of a building is scaled at 1:40. A section of the parapet wall on the drawing is not dimensioned and measures 2.25cm from the roof slab floor level. What is the actual height (in mm) of the parapet wall represented by the drawing? Put only the number in the blank box, without any units.Question 12 1.5 pts Given the following specifications for a pad footing: 2000 x 2000 x 900 PAD N28-200 EACH WAY BOTTOM (a) Calculate the total volume of earthwork or excavated soil (in cu.m.) for six (6) pad footings. Depth of excavation includes the thickness of 150mm slab on grade and 100mm thick blinding concrete. (b) What is the total volume of concrete (in cu.m.) required for blinding concrete for six (6) pad footings? Put only the number in the blank box, without any units. Round up the answer to the nearest whole number.Question 13 have the full ar The following is an excerpt from a first floor concrete reinforcement plan for a two-way flat plate. These specifications provide the reinforcement requirements for a 260mm thick suspended slab and at the perimeter edge of the slab. SLAB BOTTOM REINFORCEMENT PROVIDE BOTTOM MAT CONSISTING OF N16-250 EACH WAY. PROVIDE 1000mm RANDOM LAP MINIMUM. SLAB TOP REINFORCEMENT PROVIDE BOTTOM MAT CONSISTING OF N16-200 EACH WAY. PROVIDE 1000mm LAP MINIMUM. LAPS SHALL BN20 bottom x 8000 Long in 3ro Layer NOT BE PLACED WITHIN 1000mm OF ANY COLUMN. 2,000 Where appropriate, put only the number in the blank box, without any units. (a) What is the class and bar size in mm of the typical mat reinforcements of the suspended slab? (b) Why are the typical reinforcements required (c) What is the bar size in mm and length in mm of the additional reinforcements? (d) What is the required number of bars and where are these additional reinforcements placed (e) Why are these additional reinforcements required in that portion of the suspended slabINTERLOCK CONTROLLER NON RETURN VALVE "ALL-PURPOSE PUMP SUPPLIES-HYSAVE PACKAGED RAINWATER PRESSURE SYSTEM MODEL HS/DAM1100-12344AW, COMPRISING A 240 VOLT, MULTI-STAGE PUMP MOUNTED ONTO A GALVANISED STEEL SKID BASE, COMPLETE WITH SUCTION AND DISCHARGE MANIFOLDS, ISOLATION VALVE, NON-RETURN VALVE, "WILKINS' MODEL 25 950 XLC DOUBLE MAINS WATER BACK UP SOLENOID CONTROL VALVE AND DUAL CHECK VALVE CHECK VALVE ASSEMBLY BACK AND AN ACCUMULATOR TANK. PREVENTION DEVICE SOLENOID VALVE THE PUMP AND PRESSURE SWITCH WILL BE WIRED TO A KWIKSTART LI/1-1 PRESSURE PUMP INTERLOCK CONTROLLER IN A POWDER COARTED STEEL LOCKING WEATHERPROOF CLOSURE, COMPLETE WITH MAINS SUPPLY ISOLATOR SWITCH, MOTOR THERMAL OVERLOAD PROTECTION, POWER ON, RAINWATER USE, MAINS WATER USE, AND PUMP FAULT INDICATION, AND WITH A STORAGE TANK LOW LEVEL SENSING FLOAT SWITCH PROVIDE 240VOLT, SINGLR PHASE POWER SUPPLY FOR A 1.1KW PUMPS. (ELECT. SOLENOID VALVE CONTRACTOR M - 320CLASS 12 PVC NPW B/G SKID SIZE IS APPROXIMATELY 900mm. L x 600mm.W. 200 CW B/G COORDINATE WITH ARCHITECT FOR EXACT LOCATION. 2 OFF 10,00OLTRS. BELOW GROUND TANK. COORDINATE WITH ARCHITECT FOR EXACT LOCATION. 1 - 20% CW B/G 32@CLASS 12 PVC NON-POTABLE WATER RISE IN WALL, OFFSET & CLIPPED ON U/SIDE SLAB OF FIRST FLOOR 1 - 20#CW DROP IN WALL & RUN IN WALL TO SERVE "HB' & THERMOSTATIC MIXING VALVE(TYPICAL) 250CW RISE IN WALL, OFFSET & CLIPPED ON -20@CW U/S 20 CW & 20 HW RISE THRU SLAB TO SERVE 320CLASS 12 PVC NPW U/S U/SIDE SLAB OF FIRST SINK, DISHWASHER & BOILING WATER UNIT IN FIRST |FLOOR 250 CW B/G 2.- FLOOR CUT NEW 320 COLD WATER SUPPLY TO EXISTING WATER SERVICE & 320 CW GATE VALVE IN BOX WITH TMV 200HW UTS TRAFFICABLE COVER 32@CLASS 12 PVC NON-POTABLE WATER SUPPLY DROP IN WALL & RETICULATE 20@TW TO SERVE 'HB' WITH AT RUN IN WALL TO SERVE 'WC' CISTERN MIXED WATER SET AT 37*TO 40"C. 150NPW CISTERN STOP TO 'WC' ISTERN (TYP) BOLTRS. ELECTRIC STORAGE HOT WATER UNIT MOUNTED ON WALL AT HIGH LEVEL WITH SUPOORT, BRACKETS & SAFE TRAY. 200CW TO HWU INLET, 209HWF & 20@HWR REFER TO SCHEMATICS FOR DETAIL. EXISTING 150% FIRE SERVICEWhere appropriate, put only the number in the blank box, without any units. (a) What is the size of the pipe (in mm) connected to the water service Where is the cold water pipe installed (b) There are two (2) below ground rainwater tanks provided in this system. What is the size of the tanks (in litres) What is the size of the cold water pipe that supplies the back-up water from the water service? (c) What type of water is supplied for flushing the toilets What is the size in mm of the pipe and what is the material type of the pipe (d) What is the size of the pipe in mm used to supply hot water to the basins?Question 15 2 pts The drawings below are extracts from the HVAC/mechanical services drawings of a teaching and learning space. The HVAC systems used ceiling-mounted fan coil units (FCUs). Identify the remaining components of the system labelled A, B, C, and D as shown in the partial drawings. Use the appropriate technical terms. Pipework layout (water side) Ductwork layout (air side) 0823 -B Air supply ventigrills Fan coil unit ceiling! (FCU) ING C Pipework layout (water Ductwork layout (air side) side) Fan coil unit (FCU) Air supply vent/grille (ceiling) A C forward supply and return (F&R) B D forward supply and return (F&R)

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