STUDIO 12 ALEKSANDRA XIN YUE - 981100
ABPL30041- CONSTRUCTION DESIGN
THE UNIVERSITY OF MELBOURNE - FACULTY OF ARCHITECTURE,BUILDING AND PLANNIG
CONTENTS
OVERVIEW S01 FOUNDATIONS S02 FOOTING S03 PROCESS DETAIL S04 ISOMETRIC SE S05 PERSPECTIVE SECTION S06 PERSPECTIVE SECTON WEST S07 STEEL FRAMES S08 EAST ELEVATION S09 ROOF STRUCTURE S10 ROOF DETAILS S11 NORTH VIEW DETAILS S12 CLADDING & LINING S13 MOISTURE DETAILS S14 FINISHES S15 ADDITIONAL DETAIL S16
WESTERN BRACE 222 FERRIS RD, MELTON SOUTH
SECTION L
N
CLADDING
ROOF
SECONDARY STRUCTURE
PRIMARY STRUCTURE
FOOTING
FOUNDATINON
CONSTRUCTION DESIGN ABPL 30041
WESTERN BACE SECTION L DRAWING 02 - OVERVIEW SCALE 1:20@A1
STUDIO 12 ALEKSANDRA XIN YUE - 981100
N
FILLS (0m ~ 0.15m) SILTY CLAY (0.15)
MOISTURE
WEATHERED BASALT (- 0.8M)
BASALT ROCK (UNDER 2.9M)
POSITIVE BENDING
CONSTRUCTION DESIGN ABPL 30041
WESTERN BACE SECTION L
PERSPECTIVE - FOUNDATION, FOOTING AND GROUND FLOOR FO FOOTING
DRAWING 02 - FOUNDATION LOAD TRANSFORM
NOT TO SCALE
STUDIO 12 ALEKSANDRA XIN YUE - 981100
N
TOP MESH CARCKING PROTECTION SL 92 MESH
PAVING
SLAB
BOTTOM MESH STRENGHTH LOAD BEARING
STRIP FOOTING MESH OVERLAPING 15MM TOP SLAB 3 LAYERS CONCRETE FOR MESHES
MASS CONCRETE BLINDING
3 LAYERS MESHES ON BP1
CONSTRUCTION DESIGN ABPL 30041
WESTERN BACE SECTION L DRAWING 03 - FOOTING SCALE 1:20@A1
STUDIO 12 ALEKSANDRA XIN YUE - 981100
SOUTH WEST ISOMETRIC VIEW
N
FERRULS PC1
GROUT TO FILL IN50 DIA DUCT FULLY WITH FLOWABLE GROUT MASTERFLOW 95
FORM FACE ON SLAB
TEMPORARY BRACING SUPPORT PRECAST COLUMNH PRECAMBER HOLLOWCORE SLAB JOINTS CONCRETE 30MPa MIN 8mm MAX. AGGREEGATE FOAM STOP FILLING
CONSTRUCTION DESIGN ABPL 30041
WESTERN BACE SECTION L DRAWING 04 - PROCESS DETAILS STUDIO 12 ALEKSANDRA XIN YUE - 981100
HANDRAIL LEVEL 9400
ROOF LEVEL 9100
ROOF START LEVEL 7600
1ST FLR LEVEL 4000
G FLR LEVEL 127.9
CONSTRUCTION DESIGN ABPL 30041
WESTERN BACE SECTION L DRAWING 05 - ISOMETRIC SE SCALE 1:20@A1
STUDIO 12 ALEKSANDRA XIN YUE - 981100
N
BREAK OUT TOP TO SCREEDING
N12 BAR
TEMPORARY STRUCTURE FOR PRECAST INSTALLATION
GROUT
CONSTRUCTION DESIGN ABPL 30041
WESTERN BACE SECTION L DRAWING 06 - PERSPECTIVE SECTION
PERSPECTIVE SECTION SOUTH
STUDIO 12 ALEKSANDRA XIN YUE - 981100
80MM MAX SCREEDING ON PRECAMBER HOLLOWCARE SLAB
N12 BAR
TEMPORARY STRUCTURE FOR PRECAST INSTALLATION
CONSTRUCTION DESIGN ABPL 30041
PERSPECTIVE SECTION WEST
WESTERN BACE SECTION L DWG 07 - PERSPECTIVE SECTON W STUDIO 12 ALEKSANDRA XIN YUE - 981100
RB1 380 x 100 PFC ROOF BRACE
150 PFC FACADE COLUMN HOT DIPPED GALV.
GIRT C100 12 @600 CTS. MAX SUPPORT MEMBERS OF CLADDING CLEATS STEEL PALTES USED TO FIX MEMBERS TOGETHER
PC1 BEARING MAIN LOAD OF WHOLE STRUCTURE RIDGID CONNECTION
SC1 150 UC 30.0 CONNECTED TO SUNSHADING
DEAD LOAD
CONSTRUCTION DESIGN ABPL 30041
WESTERN BACE SECTION L DRAWING 08 - STEEL FRAMING SCALE 1:20@A1
STUDIO 12 ALEKSANDRA XIN YUE - 981100
HANDRAIL LEVEL 9400 ROOF LEVEL 9100
ROOF START LEVEL 7600
GIRT C100 12 @600 CTS. MAX SUPPORT MEMBERS OF CLADDING RB2
CLEATS STEEL PALTES USED TO FIX MEMBERS TOGETHER
150 PFC FACADE COLUMN HOT DIPPED GALV.
1ST FLR LEVEL 4000 ST1 150 X 50 X 3.00 RHS C450LO SC1 150 UC 30.0 CONNECTED TO SUNSHADING
ST1 150 X 50 X 3.00 RHS C450LO
PC1 BEARING MAIN LOAD OF WHOLE STRUCTURE RIDGID CONNECTION
G FLR LEVEL 127.9
DEAD LOAD
CONSTRUCTION DESIGN ABPL 30041
WESTERN BACE SECTION L DRAWING 09 - EAST ELEVATION SCALE 1:20@A1
STUDIO 12 ALEKSANDRA XIN YUE - 981100
N
HANDRAIL
FOLDED CAPPING
METAL CALLDING
90MM R4.5 INSULATION PANELS
ROOF MESH 150X300 GRIDS DESIGN FOR SAFETY
HYSPAIN LVL BLOCKING FLASHING 50mm OVERLAPING
90MM R4.5 INSULATION PANELS
DETAILS DESIGN - INSULATION N
WEATHERING/WASH VERSICLAD 75mm R2.6 SPACERMAKER STRUCATURAL INSULATED ROOF PANEL DEAD LOAD AROUND 8KG/m2
ROOF SHEET OVERLAPING DETAIL
CONSTRUCTION DESIGN ABPL 30041
DETAILS DESIGN - ROOF
WESTERN BACE SECTION L DRAWING 10 - ROOF DETAILS SCALE 1:20@A1
STUDIO 12 ALEKSANDRA XIN YUE - 981100
N
RB2 EXPOSED LAMINATED BEAMS 30 MM PRECAMER
RB1 380 x 100 PFC ROOF BRACE PC1
45 X 90 MGP12 BATTENS @ 900 CTS. MAX FIX TO RA1 BY 75 LONG BATTEN SCREW
PU1 HJ249X90 MIN JOISTS @900 CTS
ROOF MESH 150X300 GRIDS DESIGN FOR SAFETY HYSPAIN LVL BLOCKING 45 THICK OVER RB2 TO SUIT LOWER PU1 AS REQUIRED
INSULATION BLOCKS REFER TO INSULATION DETAILST DESIGN
ROOF ELEMENTS 45 X 90 MGP12 BATTENS @ 900 CTS. MAX FIX TO RA1 BY 75 LONG BATTEN SCREW 2 WAYS BRACING
PU1 HJ249X90 MIN JOISTS @900 CTS
30 X 1.00 BMT STRAP BRACING TO ROOF SECURELY NAIL TO RA1 OR SIMILAR MEMBER
2 WAYS BRACING FIXED TO RB2 BY 25 X 1.00 BMT STRAPBRACE WITH SCREWS AT EACH END
CONSTRUCTION DESIGN ABPL 30041
WESTERN BACE SECTION L HYSPAIN LVL BLOCKING 45 THICK OVER RB2 TO SUIT LOWER PU1 AS REQUIRED
DRAWING 11 - ROOF DETAILS SCALE 1:20@A1
PURLIN DETAILS
BR3 DETAILS
STUDIO 12 ALEKSANDRA XIN YUE - 981100
N
DOUBLE GALZED WINDOW
ST1 100 X 50 X 3.0 RHS C450LO
WINDOW HEAD SUNSHADING PANEL 2400 X 900
FOLDED 1.5MM ANODISED ALUMINIUM CAPPING 20MM RA FOIL BOARD
WEEP HOLE REFER TO DRAIN &WEEP DETAIL 190 X 90mm CORE FILLED BLOCK WORK 70 CAVITY WITH 20mm R2.4 FOILBOARD 190 x 390mm CORE FILLED BLOCK WORK 3/4 STRETCHER BOND TO BW1
FOAM FACE OF SLAB
BRICKWORKS DETAILS
CONSTRUCTION DESIGN ABPL 30041
WESTERN BACE SECTION L DRAWING 12 - NORTH VIEW DETAILS SCALE 1:20@A1
STUDIO 12 ALEKSANDRA XIN YUE - 981100
N
FOLDED 1.5MM ANODISED ALUMINIUM CAPPING
190 x 390mm CORE FILLED BLOCK WORK 3/4 STRETCHER BOND TO BW1
MPa++
MPa MPa+
WEEP HOLES
DRAIN CONDENSATION
WATER PROTECTOR
BRICKWORKS DETAILS
CONSTRUCTION DESIGN ABPL 30041
WESTERN BACE SECTION L S13 - CLADDING & LINING STUDIO 12 ALEKSANDRA XIN YUE - 981100
FOLDED COLOURBOARD CAPPING
20mm R2.4 FOILBOARD
190 x 390mm CORE FILLED BLOCK WORK 3/4 STRETCHER BOND TO BW1
DOUBLE GLZAED GLASSES
SEAL AROUND WINDOWS
LABYRITH OF MOISTURE
POLYTHEN MEMBERANE WATER VAPOR PROTECTORV
MPa -
MPa+
WINDOW DETAILS
0.2 POLYTHEN MEMBERANE WATER VAPOR PROTECTORV DISSOLVED VOID FORMER
CONSTRUCTION DESIGN ABPL 30041
WESTERN BACE SECTION L S14 - MOISTURE DETAILS HIGHLT REACTIVE CLAY WITH MOISTURE
STUDIO 12 ALEKSANDRA
SLAB DETAILS
XIN YUE - 981100
METAL CALDDING
GALV. STEEL COLUMN 2 HOLES 40 DIA. LEAVINF FOR SERVICE
15MM CARPET FLOOR FINISHES
FOLDED 1.5MM ANODISED ALUMINIUM CAPPING
190 x 390mm CORE FILLED BLOCK WORK 3/4 STRETCHER BOND TO BW1
190 X 90mm CORE FILLED BLOCK WORK 70 CAVITY WITH 20mm R2.4 FOILBOARD
15 SITEOWN FOR CARPET 15MM CARPET FLOOR FINISHES
BRICKWORKS DETAILS
SCREW FIXING CONCEALED JOINTS UNCONCEALED FOR MOISTURE BARRIER BEHINDE CLADDING 0.7mm CAR-TEN PANEL WEATHERING STEEL 292 + 15MM EXPRESSED JOINTS 30 DEPTH
CONSTRUCTION DESIGN ABPL 30041
WESTERN BACE SECTION L DRAWING 15 - FINISHES
METAL CLADDING DETAILS
STUDIO 12 ALEKSANDRA XIN YUE - 981100
SL82 MESH
SCREEDING 80MM MAX N20 BAR HOLLOWCORE -- FILLING L-BEAM - 1CB1,ROUGH SURFACE FOR CONCRETE SCREEDING R10 LIGS CAMBER 50 DIA GROUT
COLUMN STRUCTION - RIGID CONNECTION
PC1 ,HOLLOWCORE SLAB, 1CB1 DETAILS FERRULES
FACE LIFTER
PC1,HOLLOWCORE SLAB, 1CB1 SCREDING DETAILS
CONSTRUCTION DESIGN ABPL 30041
WESTERN BACE SECTION L DRAWING 16 - ADDITIONAL DETAILS STUDIO 12 ALEKSANDRA XIN YUE - 981100