Approved Plans - MCU20-0115

       -
 APPROVED PLAN
    MCU20/0115
 NOOSA COUNCIL
18 FEBRUARY 2021
       -


[OCR of page images]
 

 

 

APPROVED PLAN Ply 900 Ply 1200

MCU20/0115 -—-— ———

 

 

 

 

 

NOOSA COUNCIL
18 FEBRUARY 2021

 

 

 

Ply 900
Ply 900

 

 

 

 

Ply 900 Ply 900

 

; =)

 

 

 

 

 

 

 

 

 

 

 

 

Ply 900

 

L Ply 2400
TIMBER FRAMING pe

 

 

 

 

 

 

WALL FRAMING As P"er Frame Manufactuers Design l| l [
And engineers Design

 

 

 

 

 

ROOF FRAMING [
METAL ROOF BATTENS MAX 900 CRS

 

PREFABRICATED GANG NAIL ROOF TRUSSES
MAX 1200 crs, 900crs ON END TRUSS

FIXED TO TOP PLATE/VERANDAH BEAMILINTEL IN ACCORDANCEPIy 900 | |
WITH TRUSS MANUFACTURERS ENGINEERED DESIGN.

NOTE: TRUSSES TO BE DESIGNED FOR NON STRUCTURAL FASCI.
PROVIDE BINDERS ONLY IF REQUIRED BY TRUSS MANUFACTURE} |
VERANDAH/PERGOLA RAFTERS MAX CRS.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Ply 900

BRACING NOTES
PROVIDE TEMPORARY BRACING TO AT LEAST 60% OF PERMANENT BRACING. —<$———]
STRUCTURAL WALL BRACING |

METAL ANGLE BRACING (AS PER DETAIL ATTACHED) 1.5kN/m |

PLYWOOD BRACING (AS PER DETAILS ATTACHED) ist Py 3850
TYPE 1 3.4kN/m Type 2 6.0/6.4kNim TYPE 3 7.5kN/m 1 iS
| a
|
|

 

 

 

Ply 900

FIXING TOP OF BRACING WALLS (REFER DETAILS ATTACHED)
ROOF BRACING TO BE IN ACCORDANCE WITH TRUSS MANUF. SPECIFICATIG

 

 

 

 

 

Ply 4600

 

 

 

 

 

 

|

 

 

TIE DOWN NOTES UPLIFT LOAD WIDTH (ULW) = MAX
o INDICATES M120 CYCLONE ROD CONTINUOUS FROM [
TOP PLATE TO SLAB BOLT/ BEARER
UNDERBATTEN AT EACH SIDE OF OPENINGS/CORNERS/ i l
ENDS/AND MAXIMUM 1200 CRS.

NOMINAL BOTTOM PLATE FIXING 75mm MASONARY NAIL MAX 1200 CRS. |
TRUSS TO TOP PLATE/VERANDAH BEAM TO BE MIN. |
RAFTER TO TOP PLATE TO TRUSS MANUF.
RAFTER TO VERANDAH BEAM ENGINEERED DESIGN
ROOF BATTENS FIXED TO RAFTER/TRUSSES AT EACH INTERSECTION
TO MANUFACTUERS SPECIFICATION

 

Load Bearing Wall Load Bearing Wall

Ply 900

Load Bearing Wall
Ply 4600 Load Bearing Wall Ply 900]

 

 

 

 

 

 

 

 

 

 

 

BRACING CALCULATION DIRECTION A t

Load Bearing Wall

WIND PRESSURE 1.4
AREA OF ELEVATION 54.5sqm
RAKING FORCE 76.3kKN

Load Bearing Wall
Load Bearing Wall
Load Bearing Wall

 

BRACING PROVIDED
PLYWOOD TYPE2 6.0kN/m 79.2kN

 

 

 

Ply 1800

 

 

 

 

 

 

|
|
| r °
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TOTAL 79.2KN

 

 

 

 

—— —
Ply 600 Ply 600

 

 

 

BRACING CALCULATION DIRECTION B <> Timber Design By Frame Manufactuer & Engineer

WIND PRESSURE, kk Bracing Plan Lower Floor N3 cya
RAKING FORCE 135.5kN DESIGN USED PE ngunnoR

BRACING PROVIDED CUSTOM LAYOUT — | CLIENT
PLYWOOD ‘TYPE 2 6.0kN/m 139.2kN TSSUE

Keegan
TOTAL 139.2kN CONSTRUCTION 9
DRAWN DATE Residence

MS 3rd October 2017 PROJECT

 

 

 

 

 

 

 

 

 

 

CHECKED [SCALE
M.S 1:100 @ A3 3 Robert Street

JOB No. SHEET Noosaville
16-37 6 OF7

Mark Sinfield (building designer) Verify all Dimensions
m, 0412 785 695

prior to setout.
Slab Setout «mane DO NOT scale use

figured dimensions only.