ANNOTATIONS FOUNDATION SITE CLASSIFICATION M MAX WORKING LOAD OF 1500kN PROPOSED MAINLY SILURIAN DEPOSITS CONTAINING SHALLOW SURFACE SAND AND SILT UNDERLAIN BY MODERATE TO HIGH STRENGTH CLAYS A1. SILTSTONE : EXTREMELY WEATHERED, YELLOW/ORANGE/ GREY , SILTY AND GRAVELS, VERY LOW ROCK STRENGTH REFUSAL FOR PENETRATION A2. FILL : CLAY, 98kPA ORIGINALLY - MOIST, BROWN/GREY , SILTY, STIFF A3. FILL : CRUSHED ROCK AND CEMENT STABILISED ORIGINALLY - MOIST, BROWN/GREY , TRACE OF SILT, MEDIUM DENSITY, MODERTAE PLASTICITY A4.FILL : CRUSHED ROCK CAPPED BY 30MM ASPHALT ORIGINALLY - MOIST, BROWN/GREY , SILT AND CLAY, MEDIUM DENSITY, MODERATE PLASTRICITY A5. GEOTHERMAL TRENCH A6. MASS CONCRETE A7. CONCRETE PAVEMENT 100 THICK RC FOOTPATH SL62 FABRIC CENTRAL F’C = 25MPa A8. 50mm WELL COMPACTED CLASS 2 SIZE 20 FCR BASE A9. PROOF ROLL EXISTING SUBGRADE AND REPLACE ANY SOFT SPOTS WITH WELL COMPACTED GRANULAR FILL WITH THIS FOUNDATION PROFILE, THE PAD AND STRIP FOOTINGS IN MY SECTION MUST HAVE THE FOLLOWING CHARACTERISTICS: PLACED ON: UNDISTURBED CLAY OF STIFF CONSISTANCY MAX PRESSURE : ISOLATED PADS: 200 kPA CONTINUOUS STRIPS: 180 kPA IF A HIGHER ALLOWABLE BEARING PRESSURE IS REQUIRED, THE PAD AND STRIP FOOTINGS COULD EXTEND TO THE UNDERLYING WEATHERED SILTSTONE LAYER. THE FOOTINGS MUST THEN BE DESIGNED TO THE FOLLOWING PRESSURES: ISOLATED PADS: 350k PA CONTINUOUS STRIPS : 300 kPA
FOOTINGS AND GROUND FLOOR SLAB B1. PAD FOOTING: LENGTH = 1200mm, WIDTH = 1200mm, DEPTH= 750mm 350kPa ADDITIONAL 200mm CONSTRUCTION JOINT NOTES: PAD FOOTING IS TO BE FORMED BEFORE INSTALLATION OF GEOTHERMAL PIPES PAD FOOTING DEEPENED LOCALLY TO ELIMINATE HORIZONTAL FORCES FROM THE BUILDING ON THE GEOTHERMAL PITWALL B1.1 SL81 BOTTOM: 30mm COVER B1.2 4N12: AT EACH FACE WITH 300mm LAP (CONNECTION TO SLAB) B2. EDGE BEAM: WIDTH=300MM, DEPTH=600mm B2.1 3L12TM TOP AND BOTTOM B3. STRIP FOOTING WIDTH =450mm, DEPTH= 600mm ADDITIONAL 3N12 X 650 mm LONG, TOP AND BOTTOM, SO AS TO TRANSFER FORCES FROM THE REINFORCING IN EDGE BEAM TO PAD FOOTING ADDITIONAL CHEMSET 150mm INTO EDGE BEAM B3.1 4-L12TM TOP AND BOTTOM B4. BOARD PIERS WIDTH =450mm, DEPTH= 600mm ADDITIONAL CONSTRUCTION JOINT B4.1 1N20 CENTRAL WITH 400mm LAP B4.2 2N12 X 2000mm IN SLAB, ADDITIONAL 2N12 - 200CRS LONG EACH WAY B5. POLYSTYRENE LAYER 100mm PROTECTS THE SLAB FROM THE MOISTURE RELEASED BY THE SOIL, THUS MAINTAINING STABILITY. B6. GROUND FLOOR SLAB TWO-WAY FLAT PLATE, SUSPENDED CONCRETE SLAB 32mPA B6.1 SL92 MESH TOP AND BOTTOM
J1.2
J1.4
J1.1
I1.2
I1.6 I1.10
WALL FRAMING
C1. BLOCK VENEER WALL BORAL DESIGNER BLOCK 390X90X90 HONED FACE, HOLLOW C1.1 FOAM STRIP NON-COMPRESSABLE FOAM STRIP BETWEEN WALL AND PAVING SLAB REMOVE NCS AFTER CONSTRUCTION AND FINISH WITH A BACKING ROD AND SILICON TO SEAL GAP C2. CONCRETE BLOCKWORK HALF HIGH BLOCK HONED FINISHED SERIES 100 LAID IN STRETCHER BOND C3. GF EXTERNAL WALL NOM 46mm O/A ALUMINIUM COMPOSITE CLADDING SYSTEM 20mm CONCRETE PANEL MIN 10mm GAP 64mm NON STEEL STUD FRAME WITH SARKING GLASS WOOL INSULATION WITH R2.5 SARKING ADDED TO ALL EXTERNAL WALLS C4. FF EXTERNAL WALL NOM 46mm O/A ALUMINIUM COMPOSITE CLADDING SYSTEM 90mm STUD FRAME WITH SARKING (90X45 F17 KDHWD STUDS AT 450 MAX.CRS) (LOAD BEARING) 13mm PLASTERBOARD O/A WALL TO ACHIEVE MIN THERMAL RATING OF R2.8 C5. FF INTERNAL WALL 13mm PLASTERBOARD OR MOISTURE RESISTANT - TO ONE SIDE ONLY 90mm STUD FRAME (90X45 MGP10 STUDS AT 450 MAX.CRS)(NON-LOAD BEARING) LINE INSIDE OF CUPBOARD WITH FC SHEET SHEETING WITH PAINT FINISH (NOGGINGS : BOTTOM PLATES 45X90 MGP10 TOP PLATES 2/45X90MGP 10 NAIL LAMINATED)
J1.4
RL 41.35
RL 34.93
I1.11
J1.7
FIRST FLOOR SLAB D1. ONE-WAY SLAB POST-TENSIONED 220mm THICK CONDEK 1.00BMT METAL TRAYS (SACRIFICIAL FORMWORK) F’c = 40MPa D2. ONE-WAY SLAB POST-TENSIONED 450mm THICK CONVENTIONAL TIMBER FORMWORK F’c = 40MPa D2.1 DEAD END 5 STRANDS PER DUCT CABLES 12.7, STRESS RELIEVED, DUCT HAS 25mm COVER D2.2 REINFORCEMENT ANRI-BURST REINFORCEMENT N12 BARS, SPIRAL, 5 TURNS 50 MM PITCH , 120MM HEIGHT AND 250MM LENGTH D2.3 2-N16-1000 TOP AND BOTTOM REINFORCEMENT (HOOK) D2.4 2-N12-1500 TOP AND BOTTOM D2.5 1-N16-1000 TOP AND BOTTOM (SIDE OF PAN) D3. ONE-WAY SLAB POST-TENSIONED 160mm THICK CONVENTIONAL TIMBER FORMWORK F’c = 40MPa D3.1 LIVE END 5 STRANDS PER DUCT CABLES 12.7, STRESS RELIEVED, DUCT HAS 25mm COVER D3.2 REINFORCEMENT ANRI-BURST REINFORCEMENT 50 MM PITCH , 120MM HEIGHT AND 250MM LENGTH D3.3 2-N16-1000 TOP AND BOTTOM REINFORCEMENT (HOOK) D3.4 2-N12-1500 TOP AND BOTTOM D3.5 1-N16-1000 TOP AND BOTTOM (SIDE OF PAN) D4. CONCRETE BEAM 300WIDE X 600DEEP MAX 30 REBATE NF TO PRECAST CONCRETE PANEL D4.1 DUCT D4.3 3N16X500 LONG TOP AND BOTTOM TO TAILED CAST FERRULES TYPICAL (900 LAP) D4.4 3N16 D4.5 N12 LIGATURES 300 CENTRES
I1.5
I1.6 I1.11 I1.4 I1.6 I1.2
I1.6 J1.4
I1.6
I1.3
J1.2
I1.2
I1.1
I1.6
I1.9
E4
I1.6
L2
C5 K4
C4
K4.1 C2
STRUCTURAL STEEL RL 36.00
D1
K2
E4
E1. GROUND FLOOR COLUMN 125x125x4 SHS (CONNECTED TO PAD FOOTING F2) STARTER BARS WITH 800mm laptop 12mm THICK CAST IN PLATE, 4N12 DEFORMED BARS, 200mm LONG X 50mm COG TO CAST IN PLATE E2. GROUND FLOOR COLUMN 75x75x6.0 SHS CONNECTED TO STRIP FOOTIING SF1 GRADE 350MPa TO BE RESTRAINED AT FIRST FLOOR BY CAST IN PLATE 12mm THICK CAST IN PLATE, 4N12 DEFORMED BARS, 200mm LONG X 50mm COG TO CAST IN PLATE E3. BALLUSTRATE 75X75X3.0 SHS GRADE 350MPa E4. FIRST FLOOR COLUMN 89X89X6.0 SHS GRADE 350MPa
D2
E3
D2.4
D2.3
D2.5
PRECAST
E4
D3
D4.3
F1.1 5/M16 EDGE CENTRAL F1.2 2/50 DIA CORRUGATED DUCTS X700 LONG, CENTRAL IN PANEL EDGE WITH BLEEDERS F1.3 EDGE LIFTER CENTRAL F1.4 CAST IN PLATE
D2.1
D4.5
D4.4 F1.1
CEILING
D3.4
D3.3 D3.2 F1.1
D4
GROUND FLOOR CEILING ALUMINIUM COMPOSITE CLADDING HEIGHT 3600mm 10mm CD FLUSH PLASTERBOARD 3200mm 10mm CD FLUSH PLASTERBOARD 3300mm TIMBER LINING TYPE 1 3600mm FIRST FLOOR LAY IN TILE CEILIING WITH SUSPENDED GRID 3000mm 10mm CD FLUSH PLASTERBOARD 3600 13mm CD FLUSH PLASTERBOARD 4025 5 DEGREES RAKE
D3.5
D4.1 F1.1
C2
D3.1
HEAVY DUTY BLACK STUDDED RUBBER FLOORING EXTENDED TO COVER STEEL ANGLE 90EA FIXED TO SIDE OF CONCRETE SLAB WITH A MULLION FINISH AND A SILICON SEAL
F1.1 F1.1
D4.1
I3.1
C3
CLADDING H1.1 METAL CLADDING
F1.4
NOM 46mm O/A ALUMINIUM COMPOSITE CLADDING SYSTEM
DETAILING
K1.B
D4.1 I3.2
E1
I3.3
E2
F1.4
I3.4
K1.A
C1.1
C1
F1.2
I3.3
E5 B6.1
RL 31.80
B5 F1.2
RL 31.65
C2
B6
RL. 31.55
A7 A8
B1.1
B1.1
A9
F1.4
A4
B1
F1.2
B4.2
A3 B1.1
B4.1
B4
A2
RL. 31.70 RL. 31.60
F1.2
B2
A5
E2
B3
A6
RL. 31 .05
RL. 31.55
I1.1 EAVE PURLIN
C20024-1200 MAX CRS NO LAP REQUIRED 1 ROW BRIDGING PER BAY ADDITIONAL 8mm THICK CLEAT 6mm CFW TO C1 2M12-4.6/S BOLTS
I1.2 FLATE M.S PLATE
50X3mm ACTS AS A FORM OF BACKING FOR THE ROOFING TO BE ATTACHED TO THE RAFTER FIX TO TOP OF EACH PURLIN 12 GAUGE TEK SCREWS
I1.3 TIMBER FIXING PLATE 1M10-4.6/S BOLTS 900 CENTRES I1.4 OFFSET FLASHING 75X125mm 0.60mm BMT, COLOUR BOND COATED STEEL CAPPINGS TO PARAPET AND FASCIAS GENERALLY 50mm FROM THE FACE OF HE WALL, DOUBLE FOLDED UNDER SQUARE PROFILE TO REINFORCE CAPPING AND TO PROVIDE TRUE LINE I1.5 FLASHING FOLDED TO OVERLAP THE ROOF I1.6 CLADDING I1.7 RAFTER 150X75 PFC I1.8 PURLIN 150X75 PFC ADDITIONAL 10mm THICK FULL DEPTH WEB STIFFERNER , 6mm CFW ALL ROUND (TO EAVE PURLIN) 10mm THICK CAP PLATE 2M16-8.8/S BOLTS, 6mm CFW ALL ROUND (TO COLUMN) I1.9 EAVE PURLIN 230X75 PFC I1.10 EAVE PURLIN 180PFC I1.11 RAFTER 75X75X4.0 SHS GRADE 350mPa MIN I1.12 ROD UNIVERSSAL WIND BRACING BRACKET 20mm DIAMETER ROD SUPPORT FROM ROOF PURLINS AT MIDSPAN I3.1 BENCH TOP LAMINATE FINISH I3.2 BENCH TOP (EXT) 25mm RECONSTITUTED CONCRETE BENCH TOP ADDITIONAL DRIP GROOVE ADDITIONAL WATER PROOF MEMBRANE(TOO THIN TO BE SHOWN) I3.3 STEEL CLEAT 200X75 PFC I3.4 TRIMMERS TIMBER TRIMMERS FITTED BETWEEN PURLINS (ALUMINIUM COMPOSITE CLADDING FORMS A DRIP GROOVE WITH NEGATIVE JOINT AT SOFFIT)
ROOFING
B3.1
A1 B2.1
RL. 30.55
RL. 30.05 B1.1
J1.1 EAVES GUTTER 150 WIDE X 150 DEEP CUSTOM FOLDED EAVES GUTTER EPOXY/POLYURETHANE PAINT FINISH TO STRUCTURALLY EXPOSED STEEL WITH CUSTOM-MADE INTERNAL STEEL GUTTER SUPPORT BRACKETS J1.2 EAVES GUTTER 250 WIDE X 150 DEEP CUSTOM FOLDED EAVES GUTTER EPOXY/POLYURETHANE PAINT FINISH TO STRUCTURALLY EXPOSED STEEL WITH CUSTOM-MADE INTERNAL STEEL GUTTER SUPPORT BRACKETS J1.3 ROOF BLUSESCOPE LYSAGHT, SPANDEK, 0.48BMT COLOURBOND FINISH J1.4 SARKING CSR BRADFORD ‘BREATHER FOIL ANTI-GLARE’ VAPOUR PERMEABLE SARKING J1.5 SAFETY MESH GALVANISED WIRE SAFETY MESH AUSMESH 300 OR WARATAH ROOFSAFE J1.7 APRON FLASHING
FLOORING B1
K1A. FLOOR VINYL COLOUR A-LIME ARMSTRONG ‘CONTOUR’, 2.0mm THICK COVED 100mm UP WALLS COLOUR B, VINYL COVED INTO DRY SLUMP IN PREP STORE ALUMINIUM COMPOSITE CLADDING 3600mm K1B. FLOOR VINYL COLOUR B-SILVER ARMSTRONG ‘CONTOUR’, 2.0mm THICK COVED 100mm UP WALLS COLOUR B, VINYL COVED INTO DRY SLUMP IN PREP STORE ALUMINIUM COMPOSITE CLADDING 3600mm K2. CARPET TILES 2.NO B K3. MATTING K4. TILES K4.1 WATER PROOFING MEMBRANE SYSTEM ARDEX ‘WPM 002’ (SUPERFLEX TWO PART) LIQUID MEMBRANE SYSTEM
B1.1
A6
RL. 28.05
GLAZING L1.GF EXTERNAL GLAZING FIXED GLAZING UNIT AND 1 DOUBLE HUNG(SASHLESS) “SHUGG” POWDER-COATED ALUMINIUM FRAME LAMINATED, CLEAR, MIN 6.38mm A GRADE SAFETY GLASS MAX WHOLE OF WINDOW U VALUE IN ALUMINIUM FRAME 6.4W/m2 MAX SHGC 0.73 L1.GF EXTERNAL GLAZING 3 FIXED GLAZING UNITS AND 3 DOUBLE HUNG(SASHLESS) “SHUGG” POWDER-COATED ALUMINIUM FRAME LAMINATED, CLEAR, MIN 6.38mm A GRADE SAFETY GLASS MAX WHOLE OF WINDOW U VALUE IN ALUMINIUM FRAME 6.4W/m2 MAX SHGC 0.73 L2. INTERNAL SLIDING DOOR POWDER-COATED ALUMINIUM FRAME LAMINATED, CLEAR, MIN 6.38mm A GRADE SAFETY GLASS MAX WHOLE OF WINDOW U VALUE IN ALUMINIUM FRAME 6.4W/m2 MAX SHGC 0.73 PROVIDE MATCHING ALUMINIUM ANGLE TO CLOSE OF THE GAP BETWEEN THE BLOCK VENEER AND WINDOW FRAME PROVIDE ALUNMINIUM COVER PLATS AS TYPICAL TO COVER ALL STRUCTURAL STEEL WORK ADD BACKING ROD AND SILICONE SEAL TO FINISH BLOCK VENEER AGAINST WINDOW FRAME
MISCELLANEOUS ITEMS STAIRCASE FIRE HOSE REEL DOWNPIPE CAST INTO SLAB
NAME: MELISSA CHONG/864703 TUTORIAL: TUTORIAL 19 TUTOR : TIMOTHY DERHAM PROJECT NAME: BIO21 SCIENCE SUB SCHOOL UNIVERSITY OF MELBOURNE PARKVILLE CAMPUS SCALE: 1:20