Assignment 2, Construction Analysis - ABPL20033

CONSTRUCTION ANALYSIS - ABPL20033 ASSIGNMENT 2

TUTOR : MARK LAM TIME : WEDNESDAY, 05.15 - 07.15 pm

NESIA CAHYONO 813807

PLAN

STAGE 1 - 12

SECTION

STAGE 1 - 12

ABPL20033

STAGE 1 - GROUND PREPARATION, PIPES AND CONCRETE SLAB - Excavation should match the requirement of concrete edge beam with pile footings. All topsoil containing grass roots and organic matter has to be removed.

- Plumber, electrician, gas fitter come on site to do the installations.

- Afterwards, the site should be covered with compacted filling for leveling purposes.

Specifications refer to soil test report and AS 2870-1996 clause 6.4.2.

- Formwork is made on site; blinding layer of 15MPa concrete, 50 mm thick minimum is to be provided if required; 0.2 mm polyethylene sheeting as the waterproof membrane is laid; min. of 25MPa concrete as the footing is poured.

CONSTRUCTION ANALYSIS SEMESTER 2, 2017 PROJECT TITLE:

ASSIGNMENT 12 SL92 50 SAND BED

DRAWING TITLE:

SECTION

N25 CONCRETE SLAB SCALE:

0.2 mm VAPOUR BARRIER FORMWORKS THAT HAVE BEEN TAKEN OFF

3-TM12 STARTER BAR AND CAP

SCALE 1:50 @A3 0

1

DATE:

1B. FORMWORKS

RTW

1 AUGUST 2017 SWIMMING POOL BY OTHERS

1C. FOOTING INSTALATION VAPOUR BARRIER, REINFORCEMENT, CONCRETE POURING

450 DIAMETER RC BORED PIPE SPECIFIED IN STRUCTURAL DRAWINGS

CONTROLLED FILL AS REQUIRED (a) 800 MAX. SAND IN 300 LAYERS (b) 400 MAX. NON-SAND IN 150 LAYERS OR ROLLED FILL (a) 600 MAX. SAND IN 300 LAYERS (b) 300 MAX. NON-SAND IN 150 LAYERS

DRAWN BY:

NESIA CAHYONO 813807 LEGEND RTW

1A. SITE PREPARATION - EXCAVATION, IN GROUND SERVICES, SAND BED

0.2 mm VAPOUR BARRIER

S 01

GROUND PREPARATION, PIPES AND CONCRETE SLAB SCALE 1:50

ı

BLOCKWORK RETAINING WALL

ABPL20033

GROUND FLOOR WALL FRAME - Steel portal frame is installed by anchoring it to the slab. Lateral stability is supported by temporary framing.

- 45x90 MGP10 and 45x90 F17 KDHW are used in this site as the standard studs for timber framing (bottom plate, stud, top plate, noggings), additionally SHS and RHS grade 350 as well as CHS grade 250 and 350 are used where required. Noggings are not installed in line to give way to the nails.

- Double studs are used next to an opening and lintel is used above the opening. In this case, most lintels are installed below the top plate to allow height changes for windows - Permanent bracing for the framing is either steel cross bracing or plywood bracing. 30-60 degree is the optimal angle for steel cross bracing, otherwise plywood bracing should be used

CONSTRUCTION ANALYSIS SEMESTER 2, 2017 PROJECT TITLE:

ASSIGNMENT 12 IRON STRAP WITH NAILS DOUBLE STUDS NEXT TO AN OPENING SCAFFOLDING TOP PLATE L1

2A. FRAMING INSTALLATION BOTTOM PLATE, STUDS, NOGGINGS, TOP PLATE

DS1 BUILDING PAPER NOGGING C3 JACK STUDS

2B. INSTALLING BRACING AS SPECIFIED AND BUILDING PAPER

PWB BOTTOM PLATE TEMPORARY PROPS

DRAWING TITLE:

SECTION SCALE:

SCALE 1:50 @A3 0

1

DATE:

1 AUGUST 2017 DRAWN BY:

NESIA CAHYONO 813807 LEGEND DS1 C3 PWB L1

S 02

GROUND FLOOR WALL FRAME SCALE 1:50

2/90 x 45 F17 KDHW 89 x 89 x 6.0 SHS PANEL OF STRUCTURAL PLYWOOD 90 x 45 MGP10 LINTEL

ABPL20033

FIRST FLOOR FRAME - Timber floor joist is erected as the structural component of the first floor. In connection to timber frame, the joist is connected at its bottom flange to top of the top plate using trip-l-grip, yet in the case where steel component is combined, floor joist is installed at the top (see figure beside). Joist should not touch any top plates of internal non load bearing wall.

- Some parts which use steel are specified in detail in structural drawings.

- Chipboard is nailed on top of joist to brace the joists and facilitate the builder to walk on it. The direction should be perpendicular to the joist to optimize the strength. Each sheet of chipboard should start and end exactly at the joist

CONSTRUCTION ANALYSIS SEMESTER 2, 2017 PROJECT TITLE:

ASSIGNMENT 12

3C. INSTALL CHIPBOARD ON TOP OF FLOOR TRUSSES

3A. PLACING TIMBER TRUSSES ON THE TOP PLATE

DRAWING TITLE:

BLOCKINGS AT THE END OF FLOOR TRUSS

CHIPBOARDS FJ1 ATTACHED TO TOP PLATE AT BOTTOM FLANGE

3B. PUT BLOCKING AT THE END OF FLOOR TRUSSES

SECTION SCALE:

BLOCKINGS

3B. PUT BLOCKING ACROSS THE FLOOR TRUSSES

SCALE 1:50 @A3 0

D1

1

DATE:

1 AUGUST 2017 DRAWN BY:

PLYWOOD BRACING

STUDS (+INSULATION AND ROUGH IN SERVICES)

BUILDING PAPER

LEGEND PLASTERBOARD

S 03

FIRST FLOOR FRAME

NESIA CAHYONO 813807

INSIDE

OUTSIDE

SCALE 1:50 D1

DETAIL WALL

FJ1

300 DEEP FLOOR TRUSSES @450 CTS

ABPL20033

FIRST FLOOR WALL FRAME - Similar components to the second stage - Bottom plate is nailed to the top plate and connected to the components below with metal straps.

- Top plate is nailed to the studs and tightened with metal strap to prevent suction.

CONSTRUCTION ANALYSIS SEMESTER 2, 2017 PROJECT TITLE:

4C INSTALLING TOP PLATE 4B. INSTALLING STUDS AND NOGGINGS

C3 TIMBER TO ATTACH 2 STUDS

ASSIGNMENT 12

TOP PLATE DS1

DRAWING TITLE:

NOGGING BUILDING PAPER BOTTOM PLATE PWB

4A. INSTALLING BOTTOM PLATE ON CHIPBOARDS

TEMPORARY PROP

SECTION SCALE:

SCALE 1:50 @A3 0

1

DATE:

1 AUGUST 2017 DRAWN BY:

NESIA CAHYONO 813807 LEGEND DS1 C3 PWB

S 04

FIRST FLOOR WALL FRAME SCALE 1:50

2/90 x 45 F17 KDHW 89 x 89 x 6.0 SHS PANEL OF STRUCTURAL PLYWOOD

ABPL20033 RB12 RB14

5A. ROOF STRUCTURES

ADJUSTED R1 BOLTED INTO PFC RB17 R1

TRIP-L-GRID

NOTCH AT THE END OF RAFTER TO ACCOMMODATE GUTTER

CONSTRUCTION ANALYSIS SEMESTER 2, 2017 PROJECT TITLE:

ASSIGNMENT 12 DRAWING TITLE:

40 x 40 BATTENS

5B. LATERAL BRACING

SECTION SCALE:

SCALE 1:50 @A3 0

1

SELECTED GROUND FILL DATE:

1 AUGUST 2017 DRAWN BY:

NESIA CAHYONO 813807 LEGEND RB12 RB14 RB17 R1

S 05

ROOF FRAMING SCALE 1:50

ROOF FRAMING - Two materials for rafter: timber and steel. In the particular section of 4b, 190x45 MGP10 rafter is erected on top plate @ 450 cts by trip-l-grip. The rafter has little notch at the lower end to accommodate box gutter - Between rafters are bulk insulation. Below and above the rafters are battens run in perpendicular direction to the rafter for ceiling lining and rain screen respectively.

300 DEEP FLOOR TRUSSES @450 CTS 2/90 x 45 MGP10 2/90 x 45 F17 KDHW 190 x 45 MGP10 RAFTERS @450 CTS

ABPL20033 FLASHING SARKING

6A. INSTALLING SARKING AS WATERPROOFING SYSTEM

CONSTRUCTION ANALYSIS SEMESTER 2, 2017

BATTEN FOR METAL DECK RFS01

FLASHING SUMP BOX GUTTER BOX GUTTER

FLASHING BELOW THE CORRUGATED METAL TO ENSURE WATER DOES NOT LEAK

ASSIGNMENT 12

TOP PLATE BOX GUTTER

DRAWING TITLE:

R1

6B. FLASHING OVERLAPS THE SARKING AS WATERPROOFING SYSTEM

PROJECT TITLE:

SECTION SCALE:

SCALE 1:50 @A3

DOWN PIPE

0

1

DATE:

1 AUGUST 2017 DRAWN BY:

S 06

GUTTER AND FLASHINGS SCALE 1:50

GUTTER AND FLASHINGS - Gutter is bended on site from an aluminium sheet.

Flashings are required at each connection with other components. In this house box gutter is concealed by timber cladding from the facade - The material for metal cladding is 20 mm dark gray colorbond - Next to windows and doors opening are double studs, and above the opening is lintel as specified.

- Flashing and overlapping materials are required at every opening and every section that might caused unexpected opening. Sealant is used to seal gap between materials.

- Sarking on the roof is installed above the battens, and pops out just below the flashing (overlapping materials).

Building paper on the wall is to be placed between bracing and battens for metal cladding, and should also pop out below the flashings. Lapping between sarkings should not less than 200mm.

NESIA CAHYONO 813807 LEGEND RFS01 R1

METAL DECK ROOFING 190 x 45 MGP10 RAFTERS @450 CTS

ABPL20033 RFS01 PAINTED 40x40 TREATED PINE BATTEN FOR RAIN SCREEN

BATTENS FOR METAL DECK

CONSTRUCTION ANALYSIS SEMESTER 2, 2017 PROJECT TITLE:

EF01

PAINTED 40x40 TREATED PINE BATTEN FOR RAIN SCREEN

EF01

RFS01

ASSIGNMENT 12 DRAWING TITLE:

SECTION

7A. BATTEN FOR RAIN SCREEN

SCALE:

7A. RAIN SCREEN INSTALLATION

SCALE 1:50 @A3 0

1

DATE:

1 AUGUST 2017 DRAWN BY:

NESIA CAHYONO 813807 LEGEND RFS01 EF01

S 07

RAIN SCREEN SCALE 1:50

RAIN SCREEN - Metal cladding as the rain screen is fixed to the battens.

Fixed to metal cladding is another layer of battens for the timber cladding. Space between these battens are used for downpipes which run from the gutter to the ground - Connection between rain screen required flashings and has to be overlapping.

METAL DECK ROOFING TIMBER CLADDING

ABPL20033

WINDOWS AND DOORS - Window and door are specified in window and door schedules. In my section (4b), the windows are G-12 and G-13, while the doors are G-04.

CONSTRUCTION ANALYSIS SEMESTER 2, 2017 PROJECT TITLE:

ASSIGNMENT 12 8. DOOR AND WINDOW INSTALLATIONS

DRAWING TITLE:

SECTION SCALE: W G-13

W G-12

SCALE 1:50 @A3 FLASHING AROUND THE WINDOW

0

1

DATE:

1 AUGUST 2017 DRAWN BY:

NESIA CAHYONO 813807 LEGEND --

S 08

WINDOWS AND DOORS SCALE 1:50

ABPL20033

ROUGH IN AND INSULATION - Trade people come on site to install services. Some studs are intentionally holed to accommodate cables and pipes. Sometimes fixtures are added for rough in purpose. Clear joist web is functioned as a space to run services.

- Bulk insulation between studs, ceiling and roof are installed to perform as an acoustic insulation and thermal insulation. Bulk insulation should not be very tight, otherwise air gap which prevents heat transfer is lost. Fiber glass material is used prevalently as the bulk insulation

CONSTRUCTION ANALYSIS SEMESTER 2, 2017 PROJECT TITLE:

ASSIGNMENT 12 DRAWING TITLE:

TIMBER FRAME IS PERFORATED TO ACCOMMODATE SERVICE

SECTION

9A. ROUGH IN INSTALLATION

SCALE:

BULK INSULATION BETWEEN STUDS

SCALE 1:50 @A3 0

9B. INSULATION INSTALLATION SERVICES TO RUN BETWEEN STUDS

1

DATE:

1 AUGUST 2017

FIXTURE

DRAWN BY:

NESIA CAHYONO 813807 LEGEND --

S 09

ROUGH IN AND INSULATION SCALE 1:50

ABPL20033

LININGS - 10 mm plasterboard is used as the internal linings. It is attached to the studs by nails. Perforated metal bead is used to generate smooth connection between plasterboards - Below the plasterboard is MDF skirting.

- Polished timber finishing are used as the internal floor linings

CONSTRUCTION ANALYSIS SEMESTER 2, 2017 PROJECT TITLE:

ASSIGNMENT 12 DRAWING TITLE:

SKIRTING

SECTION 10A. PLASTERBOARD INSTALLATION BY NAILS

SCALE:

SCALE 1:50 @A3

10B. METAL BEAD AT PLASTERBOARD CONNECTION

0

10C. PATCHING PLASTERBOARD CONNECTION

PB

1

DATE:

D2

1 AUGUST 2017 DRAWN BY:

SKIRTING

NESIA CAHYONO 813807

PLASTERBOARD

LEGEND METAL BEAD

S 10

LININGS

STUDS

SCALE 1:50 D2

PLASTERBOARD DETAIL

PB

PLASTERBOARD

ABPL20033

PAINTING, JOINERY AND FITTING - Plasterboard is painted in white - Joinery as specified by the architect are installed, as well as fittings such as power points and tabs

CONSTRUCTION ANALYSIS SEMESTER 2, 2017 PROJECT TITLE:

ASSIGNMENT 12 DRAWING TITLE:

SECTION SCALE:

WINDOW GLASS IS INSTALLED

11A. JOINERY AND FITTING

PAINTED PB

11B. PLASTERBOARD PAINTING

SCALE 1:50 @A3 0

1

DATE:

FURNITURE

1 AUGUST 2017 DRAWN BY:

NESIA CAHYONO 813807 LEGEND PB

S 11

PAINTING, JOINERY AND FITTING SCALE 1:50

PLASTERBOARD

ABPL20033

FINAL PAINTING POLISHING FLOOR AND LANDSCAPE - Finalisation and defect checking are conducted. Final painting and floor polishing are required to minimize defects.

- Little detail for landscape might be added to enhance the appearance prior to the completion

CONSTRUCTION ANALYSIS SEMESTER 2, 2017 PROJECT TITLE:

12A. FINAL CHECK FOR DEFECTS AND POLISHING FLOOR

ASSIGNMENT 12 DRAWING TITLE:

FF07

SECTION FINAL PAINTING

VEGETATION

SCALE:

SCALE 1:50 @A3 0

12B. LANDSCAPE

1

DATE:

1 AUGUST 2017 DRAWN BY:

NESIA CAHYONO 813807 LEGEND FF07

S 12

FINAL PAINTING POLISHING FLOOR AND LANDSCAPE SCALE 1:50

CARPET