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