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220200 - 27 Adams Street, SUNSHINE BEACH - Slope Stability Report · EXE22/0017
LINDSAY CONSULTING PTY
LINDSAY CONSULTING PTY LTD
LTD
RPEQ 4928
OFF. 2C/82 PARKER STREET, MAROOCHYDORE PH 54 792 118
THIS DRAWING REMAINS THE PROPERTY OF
LINDSAY CONSULTING PTY LTD AND IS FOR
THE SOLE USE OF THE CLIENT. NO PART
MAY BE USED IN PART OR WHOLE WITHOUT
PRIOR EXPRESS WRITTEN CONSENT OF
LINDSAY CONSULTING PTY LTD
CLIENT AND PROJECT DESCRIPTION
PAUL CLOUT DESIGN
Lift shaft
PROPOSED RESIDENCE
by others NO. 27 ADAMS STREET
SUNSHINE BEACH
R.C. SLAB ON
External & internal freestanding GROUND
id
blockwork shall be 200 series with vo
N16 bars @ 400 CRS each way DRAWING TITLE
STRUCTURAL PLAN
Stair design SCALES
by others
id
vo
Bracing Required 265.0 kN 0 1 2 3 4m
Bracing Provided >>270kN
Orig. 1:100
SURVEY DATUM
R.C. SLAB ON .
GROUND
ASSOCIATED CONSULTANTS
Bracing Required 206.0 kN
Bracing Provided >>210kN
200 series blockwork retaining walls.
Reinforcement as per foundation details.
WIND CLASSIFICATION - N4
STUD HEIGHTS & SIZES
NON LOAD BEARING WALLS
STUDS 2700 - 90x35 MGP10 @ 450 CRS
TOP PLATE - 90x35 MGP10
BOTTOM PLATE - 90x35 MGP10 REVISION LIST
A BUILDER REVIEW - NOT FOR CONSTRUCTION 19/08/22
NOGGINGS - 1350mm CRS MAXIMUM
ALL STUDS NOT NOTCHED
ROOF BATTENS
METAL ROOF BATTENS FIXED IN
SUSPENDED SLAB HAS BEEN DESIGNED TO NOT REQUIRE ACCORDANCE WITH MANUFACTURER'S
SPECIFICATIONS
ANY LOAD BEARING LINTELS. THEREFORE, WE HAVE NOT
BASEMENT STRUCTURAL PLAN SPECIFIED ANY LINTEL SIZES. BUILDER SHALL FIX INTO PROTECTIVE COATINGS FOR STEELWORK MUST
BE IN ACCORDANCE WITH THE BCA 3.4.4.4 AND Computer File
SCALE 1:100 SUSPENDED SLAB WITH N12 STARTERS @ 400 CRS. TABLE 3.4.4.2
DRAWING NUMBER
220873FD.DWG
SHEET REV.
22-0873-F13 13 A
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