Short bearer length = 1890
110
Joist
400
110
245 230
10
1459
CL
200 200
400
JOISTS
medium bearer length = 4550
557
BEARERS
200 200
elev
1260
1221
5040
5442.5
section
J + B Layout 35 x 120 F14 N/A 450 gap between Display Mode seasoned continuous boards (mm): Hardspan 6 - nominal Layout towood InDesign - Plan and Sectio Ref. Table: 2,4 J + B Layout 150 x 50 F14 un450 single span: Point load 4.5 Layout Size: 280 x 250 seasoned Con1300 kN timber tinuous maximum (Light Scale: 1:50 span cantilever: pedestrian Display Mode 325 If you cannot see the thickertraffic) lines wh continuous Layout to InDesign Plan Ref. Table: 6,an cutting through yourspan: design, make 1800 notes to table su maximum 6 to your viewport (see video) cantilever: Layout Size:450280 x 250 The bearers will not be vis 1/175 xjoists 75 F14and un1800 single span: Floor Load seasoned contin- 2300 Width [FLW]: you will see lines representin timber dashed uous maximum Scale: span 1:50 cantilever: 2400 575 continuous span: 2300 maximum cantilever: 575
CL
2
2564
B
section
B
STUMPS
cross section: 100 x 100 height: 400
PAD FOOTINGS
cross section: 400 x 400
CL
200200
CL
ASDA SD
12.5
450
CL
450
CL
20
CL
CL
957
400
357
CL
450
450
380
450
3144
CL
CL
20
400
957
400
357 SDFSDAF FD SAD FSDAF DS
5814
elev
1
Joist span measured from centrelines
Stump locations Length of longest bearer
section
BEARER AND JOIST LAYOUT PLAN Scale: 1:50
2018 Semester 1
Studio Leader: Dr. Martin Fowler Studio: 20
Ref. Table: 7
If you cannot see the thicker clipping plane is cutting through yourStump design, F14 un2300 N/A height seasoned above ground properly linked timber is 215 mm Ref. video) Table: 7 to your viewport (see Reinforced concrete
Tributary area: For end 4 edge pad footings: 0.2961 m^2 For middle 4 edge pad footings: 0.2867 m^2 For middle 2 mid pad footings: 0.33 m^2
Ref. Table: AS2870
The joists and bearers will no videport. Instead you will see dashed lines rep DECK AREA CALCULATIONS: structural members depth: 200
Note: 0.12 m is width of board. ( x ? ) denotes number of boards of that particular length used. Final area excludes the 6 mm gaps between each board.
1. 4.66 x 0.12 (x 2) = 1.1184 m^2 6. 6.97 x 0.12 (x 21) = 17.6084 m^2 2. 4.78 x 0.12 (x 7) = 4.0152 m^2 7. 1.92 x 0.12 (x 9) = 2.0736 m^2 3. 6.97 x 0.12 (x 3) = 2.5092 m^2 8. 1.92 x 0.12 (x 7) = 1.6128 m^2 4. 4.78 x 0.12 (x 7) = 4.0152 m^2 5. 3.34 x 0.12 (x 2) = 0.8016 m^2 1.1184 + 4.0152 + 2.5092 + 4.0152 + 0.8016 + 17.6084 + 2.0736 + 1.6128 = 33.8 m^2
A
N
Construction as Alchemy ARCH10002
OTHER INFORMATION + REFERENCE TABLE
MEMBER SCHEDULE DECKING
114 10
1104
CL
402.5
Engaged piers locations with respect to brick wall Pad footing location (stumps at centre of pad footing)
MAX. ALLOWABLE SPAN (mm)
Engaged pier
MAX. ALLOWABLE SPACING (mm)
A
[e.g. F7 unseasoned Cypress]
edge of footing to edge of joist Joist length
MATERIAL (stress grade + timber type)
section
HEIGHT (mm) x WIDTH (mm)
Note: Bearers, deck boards and joists have continuous span till the maximum limit. If available bearers and joists are shorter than as shown in plan, they are to be attached to each other along the width by nails to form continuous spans.
Name: Manasi Chopdekar Student Number: 935401
Part 1B : Relaxation Deck
B1
5814
Tree positioned in front of openings in wall with hedge in background - provides sense of privacy and enclosure for people occupying those openings.
20
2270
3544
5040
5442.5
402.5
738
Staircase (each tread has two deck boards laid along its length (246 mm tread) - total of 3 treads are present in staircase)
Deck frame
N
Staircase
Deck Plan Openings Mode Display Layout to InDesign - Plan and Sections Layout Size: 200 x 160 Scale: 1:50 If you cannot see the thicker lines where the clipping plane is cutting through your design, make sure clipping is properly linked of deck toHeight your viewport (see video) from ground level Deck very close to front lawn pavement area for lesser walkability from paving to stairs.
is low enough for people to climb onto deck without using stairs.
N
DECK PLAN
PARTIAL SITE PLAN Scale: 1:100
2174
Scale: 1:50
507 100
2300
100
2300
ELEVATION 1
42
1559
1521
1770
ELEVATION 2
Scale: 1:50
Construction as Alchemy ARCH10002
100 507
150 150 150 150
240 318
42
600
240 318
Staircase finishing
Scale: 1:50
2018 Semester 1
Studio Leader: Dr. Martin Fowler Studio: 20
Name: Manasi Chopdekar Student Number: 935401
Part 1B : Relaxation Deck
B2
Section 1 Display Mode Layout to InDesign - Plan and Sections Layout Size: 200 x 250 Scale: 1:20
35
240
175
150
35
120
600
Ground Line
Ground Line
1260 1221
150
SECTION 1 SHOWING EDGE
SECTION 2 SHOWING EDGE
Scale: 1:20
Construction as Alchemy ARCH10002
2018 Semester 1
50
Scale: 1:20
Studio Leader: Dr. Martin Fowler Studio: 20
Name: Manasi Chopdekar Student Number: 935401
Part 1B : Relaxation Deck
B3
Deck platform can be used for sitting, lying down, leaning against the wall, and so forth, and positioning of wall enables greater interaction with wall itself.
Deck boards have gap of 6 mm nominal between them to allow water collected to drain from deck surface; it also ensures that gap is not too wide for person to trip over.
Opening wide enough for person to walk through promotes interaction not just between the 2 parts of deck divided by wall, but also with wall itself.
Opening wide enough for person to sit in - provides shade and a sense of privacy.
Deck frames properly capped for additional stability.
Stairs located at the ‘back’ of deck (see partial site plan for orientation) to enable a complete deck and wall sight from front view, thus partially hiding staircase from view to viewers from the front.
Timber boards nailed to the edge of deck boards, joists and bearer ends to frame the deck and protect joist and bearer edges from weathering.
Timber boards nailed to concrete stairs for proper finishing - they now match the look of the deck.
3D HERO VIEW
Construction as Alchemy ARCH10002
2018 Semester 1
Studio Leader: Dr. Martin Fowler Studio: 20
Name: Manasi Chopdekar Student Number: 935401
Part 1B : Relaxation Deck
B4
F14 unseasoned timber bearers (strength group S4) used for its greater strength, ability to bend lesser under stress and because it is cost effective.
Perspective 1 Display Mode Layout to InDesign - Perspectives Layout Size: 200 x 120
Minimal cantilevering of joists over bearers to enable nailing of capping boards for deck edge finishing.
Concrete stairs to be capped by timber deck boards for proper finishing.
F14 unseasoned timber joists
Engaged brick pier used in place of stumps to support bearers due to its proximity to brick wall.
PERSPECTIVE 1
Deck height at approximately 50 cm from ground line enables for it to be used as a platform as well as a seating structure.
PERSPECTIVE 2
Deck boards nailed to edges of joists and bearers to provide proper edge finishing and protect the exposed cut surfaces of joists and bearers.
Deck boards have gaps of 6 mm nominal to prevent water from collecting on the deck surface.
Perspective 3 Display Mode Layout to InDesign - Perspectives Layout Size: 200 x 120
Engaged brick pier underneath for support
Concrete stairs capped with timber boards for proper finish.
PERSPECTIVE 3 Construction as Alchemy ARCH10002
PERSPECTIVE 4 2018 Semester 1
Studio Leader: Dr. Martin Fowler Studio: 20
Name: Manasi Chopdekar Student Number: 935401
Part 1B : Relaxation Deck
B5