PS02 Advice on Planning Applications Schedule of Materials ...
Transcript of PS02 Advice on Planning Applications Schedule of Materials ...
7
PS02 Advice on Planning Applications
Schedule of Materials and Finishes
(to be submitted with all applications for new buildings or additions to existing buildings)
PROPERTY ADDRESS: LoT I t l * ? Rl^O^^ C^q^<z^r d4si£./svG t2>wrS
Building Materials Colour
House Walls House
Roof
House
Gutters
House
Windows
House
Other (detail)
Shed Walls Shed
Roof f .
Shed
Gutters C /CsU^'n
Shed
Windows 0 /CsU^'-n
Shed
Other (detail)
Driveway
Paths/Paving
Water Tanks
Other (detail)
Notes: 1 Colour - state product name and shade (ie Colourbond "Eucalyptus"). 2. In "Other" for sheds and houses detail any additional trims such as verandah posts,
fascias etc.)
SJS TRIM - IN15/9367
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COL.
COL
< Q. W (/) (/) 3
COL
90x40 MONOFORM FASCIA PURLIN
COL. ^ COL. COL. COL. COL.
PURLINS AS SPECIFIED SPACED TO SUIT ROOF CLADDING
S \ END WALL 3 )FLY BRACE p I TO DETAIL
INTERMEDIATE TRUSS ™F FLY BRACE, TO DETAIL
-ROLLER DOOR -OR SLIDING DOOR
-ROLLER DOOR -OR SLIDING DOOR
COL.
4 o Q
Q:Q w • O or CC O COL.
COL. COL.
| 4000 MAX. TYPICAL j
COL. COL. COL.
"COL.
o o Q
o o Q Z a: Q
o a: or o
COL.
COL.
4000 MAX. TYPICAL 36000 MAXIMUM
TYPICAL FRAME LAYOUT
PURLINS & GIRTS
SPAN PURLIN SIZE GIRT SIZE
< = 3000 76x38x1 2 RHS or 90x40x1.0 MONOFORM 90x40x1.0 MONOFORM
> 3000 < = 3500 76x38x1.6 RHS or 90x40x1.2 MONOFORM 90x40x1.2 MONOFORM
> 3500 < = 4000 C10015 or 100x50x2 RHS
90x40x1.5 MONOFORM
TRUSS TO DETAIL AND SCHEDULE ALL MEMBERS FULLY WELDED
50x3 FLAT - BRACE LOCATE AT EACH END FOR TRUSS SPAN > 6000 ONE END FOR TRUSS SPAN <= 6000 FIX WITH 1 No M12 BOLT TO COLUMN EACH END.
FLY BRACE TO DETAIL
30x50x1.0 ANGLE RAKING GIRT 2 No 12x20 TEKS TO EACH PURLIN
MASS CONCRETE FOOTINGS TO SCHEDULE AND DETAIL CONCRETE TO BE PREMIXED.
TYPICAL END ELEVATION - NO OPENINGS
MONOFORM GIRT
CENTRE COLUMNS NOT REQUIRED IF USING SLIDING DOORS
MONOFORM GIRT
MASS CONCRETE FOOTINGS TO SCHEDULE AND DETAIL CONCRETE TO BE PREMIXED.
TYPICAL END ELEVATION - WITH DOOR OPENINGS
FIX PURLINS TO TRUSS WITH 1 No M12 BOLT THROUGH 80x50x5 PLATE CLEAT FULLY WELDED TO TRUSS. FLY BRACE
TO DETAIL 90x40 MONOFORM FASCIA PURLIN/GIRT TO DETAIL
KNEE BRACE FROM 50x50x5 EA, FIX TO COLUMN AND TO TRUSS BOTTOM CHORD WITH 1 NO M12 BOLT.
MASS CONCRETE FOOTINGS TO SCHEDULE AND DETAIL CONCRETE TO BE PREMIXED.
TYPICAL SECTION - A-A
COLUMNS
WALL HEIGHT SIDE WALL COLUMN SIZE
END WALL - INTERMEDIATE AND DOOR COLUMN SIZE
< = 3050 75x2 SHS 75x2 SHS
> 3050 < = 3700 75x2.5 SHS 75x2 SHS
> 3700 < = 5000 75x4 SHS 75x2.5 SHS
>5000 REFER TO ENGINEER
PURLINS AND GIRTS AS SPECIFIED SPACED TO SUIT ROOF AND WALL CLADDING
PURLINS AND GIRTS AS SPECIFIED SPACED TO SUIT ROOF AND WALL CLADDING
90x40 MONOFORM GIRTS FIX TO COLUMN WITH 1 No M12 BOLT OR 3 No 12x20 TEKS
/ /
/
30x50x1.0 ANGLE RAKING GIRT 2 No 12x20 TEKS TO EACH PURLIN
50x3 FLAT - BRACE LOCATE AT EACH END AND EVERY 4th BAY REGION A AND AT EVERY 3rd BAY REG. B FIX WITH 1 No M12 BOLT TO COLUMN EACH END.
90x40 MONOFORM GIRTS FIX TO COLUMN WITH 1 No M12 BOLT OR 3 No 12x20 TEKS
\ GIRT OVER ROLLER DOOR, FOR SLIDING DOOR BEAM OVER TO DETAIL FIXED TO ENDS OF TRUSSES
MASS CONCRETE FOOTINGS TO SCHEDULE AND DETAIL CONCRETE TO BE N20/20/80.
MASS CONCRETE FOOTINGS TO SCHEDULE AND DETAIL CONCRETE TO BE N20/20/80.
B. PITTARD B.ENG (Civil/Struct)
MIEAust 1111802 17 Lobelia Drive, Darlington, 6070
Ph / Fax 92997442 email: [email protected]
TYPICAL SIDE ELEVATION - NO OPENINGS TYPICAL SIDE ELEVATION - WITH DOOR OPENINGS
SHEDS COAST LINE SHEDS 18 KEATES RD, ARMADALE WA, 6112 Ph (08) 94978832 Fax (08)94978852
PROPOSED SHED AT LOT 2239 RIVOSE CRESCENT DARLING DOWNS
FOR S MILLER
SCALE 1:100, 1:50, 1:25
DATE 07/01/15
DRAWN BAP DRAWING No 1 of 2
DRAWING STANDARD SHED DETAILS - WIND REGIONS A & B
SJS TRIM - IN15/9367
OCM135.1/08/15
DESIGN CRITERIA DEAD AND LIVE LOADS IN ACCORDANCE WITH AS1170.1 WIND LOADS IN ACCORDANCE WITH AS1170.2-2011 a. WIND REGION A b. TERRAIN CATEGORY 2 c. Mz= 0.91 d. Ms = 1.0 e. Mt= 1.0 ALL STEELWORK TO BE IN ACCORDANCE WITH AS4100 ALL WELDS MIN. 6 FILLET IN ACCORDANCE WITH AS1554 STEELWORK TREATMENT TO COAST LINE SHEDS SPECIFICATION FLOOR SLAB AS REQUIRED TO BUILDERS DETAILS ALL CLADDING INCLUDING FLASHINGS AND GUTTERS TO BE FIXED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. SITE SOIL CLASSIFICATION A, S, OR M. IN ACCORDANCE WITH AS2870 MIN. COMPACTION FOR SAND FILLED FOUNDATIONS TO BE 5 BLOWS PER 300mm (WHEN TESTED USING THE STANDARD PERTH SAND PENETROMETER) FOR THE FULL DEPTH OF THE FILL OR FOR 750mm MIN.
PROJECT DETAILS
BUILDING LENGTH = 16000 mm BUILDING WIDTH = 10000 mm WALL HEIGHT = 4000 mm
ROOF CLADDING - AS BUILDERS SPECIFICATION ROOF PURLIN SPACING - TO SUIT ROOF CLADDING MANUFACTURERS
SPECIFICATION FOR THE DESIGN CRITERIA AS ABOVE
WALL CLADDING - AS BUILDERS SPECIFICATION WALL GIRT SPACING - TO SUIT WALL CLADDING MANUFACTURERS
SPECIFICATION FOR THE DESIGN CRITERIA AS ABOVE
2 No 12x20 TEKS or1 No M12 BOLT TO PURLIN. PURLIN AS TABLE
1 No M12 BOLT TO PURLIN \
25x1.2 STRAP AT 45 DEG. TO TRUSS BOTTOM CHORD
2 No 12x20 TEKS or 1 No M12 BOLT TO TRUSS B/CHORD
INTERMEDIATE TRUSS - FLY BRACE DETAIL
SLIDING DOOR BEAM SIZES SPANNING 3000 - 100x50x2 RHS ALL TRUSS SPANS SPANNING 6000 - 150x50x4 RHS TRUSS SPAN <= 7500
(CENTRE COLUMN REMOVED) SPANNING 6000 - 200x50x3 RHS TRUSS SPAN >7500
FROM DOUBLE 100x50x3 RHS WELDED 40 MISS 600 EACH SIDE. (CENTRE COLUMN REMOVED)
TRUSS AND FOOTING DETAILS (ALL STEEL GRADE 300MPa)
TRUSS ELEVATION ALL WEB NODES EQUAL SPACING
UP TO 4000 SPAN
FLY BRACE NOT REQUIRED
4001 TO 6000 SPAN
ONE FLY BRACE REQUIRED
6001 TO 7500 SPAN
ONE FLY BRACE REQUIRED
7501 TO 9000 SPAN
TWO FLY BRACES REQUIRED
9001 TO 10500 SPAN
THREE FLY BRACES REQUIRED
CHORDS
50x50x5 EA
50x50x5 EA
50x50x5 EA
50x50x5 EA
65x65x6 EA
WEBS
30x30x3 EA PITCH
30x30x5 EA PITCH
< 20 DEG.
>= 20 DEG,
30x30x3 EA PITCH
30x30x5 EA PITCH
< 20 DEG.
>= 20 DEG.
30x30x3 EA PITCH
30x30x5 EA PITCH
<20 DEG.
>= 20 DEG.
30x30x3 EA PITCH
30x30x5 EA PITCH
<20 DEG.
>= 20 DEG
40x40x3 EA PITCH
40x40x5 EA PITCH
<20 DEG.
>= 20 DEG
B. PITTARD B.ENG (Civil/Struct) MIEAust 1111802
17 Lobelia Drive, Darlington, 6070 Ph / Fax 92997442
email: [email protected] au CERTIFIED FOR STRUCTURAL SUFFICIENCY
CONCRETE FOOTINGS REGION A SIDE WALL COLUMN SPACING <3600
400x400x400 - NO SLAB
400x400x300 - 100 SLAB
400x400x400 - NO SLAB
400x400x300- 100 SLAB
500x500x500 - NO SLAB
500x500x300 - 100 SLAB
500x500x600 - NO SLAB
500x500x400 - 100 SLAB
550x550x600 - NO SLAB
550x550x400- 100 SLAB
CONCRETE FOOTINGS REGION B SIDE WALL COLUMN SPACING <3600
450x450x400 - NO SLAB
450x450x300 - 100 SLAB
450x450x400 - NO SLAB
450x450x300 - 100 SLAB
550x550x500 - NO SLAB
550x550x300 - 100 SLAB
550x550x600 - NO SLAB
550x550x400- 100 SLAB
600x600x600 - NO SLAB
600x600x400 - 100 SLAB
CONCRETE FOOTINGS REGION A & B END WALL COLUMN SPACING <3600
400x400x400 - NO SLAB
400x400x300 - 100 SLAB
400x400x400 - NO SLAB
400x400x300- 100 SLAB
450x450x400 - NO SLAB
450x450x300 - 100 SLAB
450x450x400 - NO SLAB
450x450x300- 100 SLAB
450x450x400 - NO SLAB
450x450x300 - 100 SLAB
NOTES: 1. IF SIDE WALL COLUMNS ARE REMOVED COLUMN FOOTINGS EITHER SIDE ARE TO BE INCREASED IN DEPTH BY 50%. 2. FOR COLUMN SPACINGS > 3600 INCREASE FOOTING DEPTH BY 25%.
2 No 12x20 TEKS or 1 No M12 BOLT TO TRUSS B/CHORD
100x50x2 RHS BEAM 1 No M12 BOLT, 150x50x4 RHS BEAM or 200x50x3 RHS BEAM 2 No M12 BOLTS -
SLIDING DOOR TRACK MOUNTING BRACKET FIXED TO BEAM TO MANUFACTURERS DETAIL
50x50x5 EA FLY BRACE AT 45 DEG
5 PLATE CLEAT FULLY WELDED TO TRUSS B/CHORD, 1 No M12 BOLT TO FLY BRACE
5 PLATE CLEAT FULLY WELDED TO TRUSS . . -
END WALL TRUSS - FLY BRACE DETAIL
WELD 100 MIN EACH SIDE
SLIDING DOOR BEAM DETAIL
1 No M12 BOLT TO COLUMN
NOTES ALL BOLTS GRADE 4.6S MIN. ALL STEEL GRADE 300MPa MIN. PURLINS AND GIRTS G450 Z200 ROOF PITCH - 10 DEG. MIN, 25 DEG. MAX
1 No M12 BOLT TO TRUSS B/CHORD
KNEE BRACE DETAIL
FULLY WELD
5 PLATE CLEAT FULLY WELDED TO TRUSS 1 No M12 BOLT TO PURLIN
5 PLATE CLEAT FULLY WELDED TO TRUSS 1 No M12 BOLT TO PURLIN
8 PLATE CLEAT FULLY WELDED TO COLUMN 2NoM12 BOLTS TO TRUSS B/CHORD
SIDE WALL COLUMN/TRUSS AND BRACE DETAIL
1 No M12 BOLT OR 2 No 12x20 TEKS TO GIRT
= AND COLUMN = TYPICAL
1 No M12BOLT TO BRACE AND COLUMN, TYPICAL
8 PLATE CLEAT FULLY WELDED TO COLUMN 2 No M12 BOLTS TO TRUSS B/CHORD
END WALL COLUMN/TRUSS AND BRACE DETAIL
MASS CONCRETE
50x5 EA BASE PLATE 200 LONG WELDED TO COLUMN 100 MIN. 70 MIN. COVER
1 No M12 BOLT OR 2 No 12x20 TEKS TO GIRT AND COLUMN TYPICAL
MASS CONCRETE
TO SCHEDULE
SIDE WALL F
TO SCHEDULE
END WALL FOOTING DETAIL
50x5 EA BASE PLATE 200 LONG WELDED TO COLUMN 100 MIN. 70 MIN. COVER
[SHEDS] COAST LINE SHEDS 18 KEATES RD, ARMADALE WA, 6112 Ph (08) 94978832 Fax (08)94978852
PROPOSED SHED AT LOT 2239 RIVOSE CRESCENT DARLING DOWNS
FOR S MILLER
SCALE DATE
1:100,1:50,1:25 07/01/15
[SHEDS] COAST LINE SHEDS 18 KEATES RD, ARMADALE WA, 6112 Ph (08) 94978832 Fax (08)94978852
PROPOSED SHED AT LOT 2239 RIVOSE CRESCENT DARLING DOWNS
FOR S MILLER
DRAWN D A r , DRAWING No -
BAP 2 of 2 [SHEDS] COAST LINE SHEDS 18 KEATES RD, ARMADALE WA, 6112 Ph (08) 94978832 Fax (08)94978852
PROPOSED SHED AT LOT 2239 RIVOSE CRESCENT DARLING DOWNS
FOR S MILLER DRAWING STANDARD SHED DETAILS - WIND REGIONS A & B
OCM135.1/08/15
6OT -2.2.*^ Rioos-fe C f 7 ^ ^
SJS TRIM - IN15/9367
OCM135.1/08/15