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Town Planning Report_FINAL
Attached to the e-mail Home Based Business Application MCU23/0073 - DA Form 1 - Planning Report - 1 Naturi St_ Noosa Heads.
REV. DESCRIPTION DATE
1004 1004 1004 1004
FOR BASE PLATE FOR BASE PLATE 1004
1004
REFER DETAIL 'A' REFER DETAIL 'A' CONNECT COLUMN TO SLEEVE USING D
CL 8 #12 TEKS (2 EACH FACE)
75mm S.H.S COLUMN MAX. 3.0mm
B.M.T
E D
65mm S.H.S SLEEVE
CONNECT BASE PLATE TO SLAB 300mm SQR., 8mm B.M.T
3000
USING 4 M10 x 100mm SCREWBOLTS. PLATE CONNECTED TO 65mm
2481
NOTE: MIN. EDGE DISTANCE OF
SCREWBOLT=100mm
S.H.S SLEEVE WITH 5mm C.F.W L K
DO NOT SCALE THIS DRAWING. ALL HEIGHTS AND DIMENSIONS
0
10 TO BE CONFIRMED ON SITE BEFORE MANUFACTURE AND / OR
5797 NOM.
250 0 CONSTRUCTION. ALL WORK TO BE VERIFIED AND CARRIED OUT
25 CONCRETE DRIVEWAY
BY RELEVANT LICENCED TRADESMAN
6000 Building Dimensions (in mm.)
Categories Span Length High Side Height Pitch Wind Region Wind Speed
Main Building 6000 6000 3000 5 deg B 48.23
NORTH ELEVATION
Cladding Elements & Colours
DETAIL 'A' 1: 50 Category Colour Product
N.T.S. Roof Cladding Slate Grey Corro
FOR BASE PLATE FOR BASE PLATE Downpipes PVC PVC Pipe 3m 90mm
TYPICAL "COLUMN TO SLAB" CONNECTION
REFER DETAIL 'A' REFER DETAIL 'A'
NOTE: APPROPRIATE TO 75mm S.H.S, 3.0mm B.M.T MAX.
CL APPROPRIATE TO 3.6m MAX EAVE HEIGHT Carport Elements
NOTE: COLUMN MAY BE WELDED DIRECTLY TO PLATE Category Product
CL CL
Purlin B80-75
Purlin Spacing 1200
5797 NOM. Girt B80-95
Girt Spacing 1200
BASE PLATE SET OUT D
Mid Rafter
SHS Posts
TB150-12
75 S.H.S. 2.0mm
Gutter Gutter 115 Square
1: 50 Bridging C80-95
D E End Rafter TB150-10
Main Beam TB150-12
Knee Braces Angle 40x40x710x1.5 Gal
3000
Bridging QTY 1
2481
L
K Qty/Length
D Mid Rafter
C TB150-12 1 / 5881
Main Beam
CONCRETE DRIVEWAY
D TB150-12 2 / 6000
F F
Rafter
6000 E TB150-10 2 / 5881
H H Purlin
SOUTH ELEVATION F B80-75 10 / 2904
Bridging
F F
1: 50 G C80-95 2 / 917
4 / 959
F F H C80-95
6157
E C E Knee Braces
J Angle 40x40x710x1.5 Gal 2 / 710
H H Post
K 75 S.H.S. 2.0mm 1 / 2482
F F L 75 S.H.S. 2.0mm 1 / 3001
Barge Qty/Length
F M Barge G550 Corstrip 1 / 6225
F
N Barge G550 Corstrip 2 / 6273
Roofing
G G
J J O Corro 8 / 6083
Gutter
D J J P Gutter 115 Square 1 / 6100
6157 Bracing
3000
30 x 0.95 Strapping G550 30m Coil -------
3000 3000
L L
FRAME ROOF PLAN
CONCRETE DRIVEWAY
1: 50
6000 PROJECT
Proposed Carport for:
EAST ELEVATION
M
Mrs Eileen Stewart
1: 50 1 Naturi Street,
Noosa Heads 4567 QLD
50RP227484
5°
Parish of Weyba
County of March
N O O O O O O O O N Local Authority
NOOSA SHIRE COUNCIL
J J
TITLE
2487
K K
CARPORT DETAILS
CONCRETE DRIVEWAY
P 6000 PLANS DATE SCALE SHEET SIZE
BY OWNER 02/07/22 AS SHOWN A1
CLADDING ROOF PLAN WEST ELEVATION Drawing No. Rev.
1: 50 1: 50 A1.02 02
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