Appendix A - Proposal plans

 

 

TIMBER FRAMING

WALL FRAMING As P"er Frame Manufactuers Design
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 | |

Ply 900

Ply 1200

 

 

 

 

 

 

Ply 900

 

 

 

 

 

Ply 900

Ply 900

Ply 900

 

 

 

 

 

 

 

 

 

 

 

 

Ply 900

 

Ply 240

 

10

 

 

 

 

 

 

 

 

 

 

WITH TRUSS MANUFACTURERS ENGINEERED DESIGN.
NOTE: TRUSSES TO BE DESIGNED FOR NON STRUCTURAL FASC!

PROVIDE BINDERS ONLY IF REQUIRED BY TRUSS MANUFACTURE}

VERANDAH/PERGOLA RAFTERS MAX CRS.

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)

TYPE 1 3.4KN/m Type 2 6.0/6.4 KN/m TYPE 3 7.5kN/m rl
FIXING TOP OF BRACING WALLS (REFER DETAILS ATTACHED)
ROOF BRACING TO BE IN ACCORDANCE WITH TRUSS MANUF. SPECIFICATIG

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
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

 

 

 

 

 

 

 

 

 

 

 

 

Ply 4600

 

 

 

 

Load Bearing Wall

Load Bearing Wall

 

Ply 4600

 

 

BRACING CALCULATION DIRECTION A t

WIND PRESSURE
AREA OF ELEVATION
RAKING FORCE

1.4
54.5sqm
76.3kN

Load Bearing Wall

BRACING PROVIDED
PLYWOOD TYPE2 6.0kN/m 79.2kN

Ply 1800

 

 

 

 

TOTAL 79.2KN

 

Load Bearing Wall

Tt 1

 

 

 

 

 

 

 

 

 

 

Ply 3850 I

 

 

Ply 900

 

 

 

 

Ply 900

 

 

 

 

 

 

Load Bearing Wall

Load Bearing Wall

Ply 900

Ply 900

 

 

 

 

 

 

 

 

 

 

=

 

 

Load Bearing Wall

 

i
Ply 600

BRACING CALCULATION DIRECTION B <~>

WIND PRESSURE 1.4
AREA OF ELEVATION 94.5sqm
RAKING FORCE 135.5kN

BRACING PROVIDED
PLYWOOD TYPE2 6.0kKN/m 139.2kN

TOTAL 139.2kN

Ply 600

 

Verify all Dimensions
prior to setout.
DO NOT scale use
figured dimensions only.

Mark Sinfield (building designer)
m. 0412 785 695

e, [email protected]

w. www.archilads.com

Slab Setout

 

 

 

Timber Design By Frame Manufactuer & Engineer

Bracing Plan Lower Floor N3

 

 

Load Bearing Wall

 

 

 

 

 

 

DESIGN USED

LIFE||/TIME

 

 

 

 

 

 

 

 

CONSTRUCTIONS
CUSTOM LAYOUT | C] TENT
ISSUE
CONSTRUCTION Keegan
DRAWN DATE Residence
3rd October 2017
M.S PROJECT
CHECKED [SCALE
M.S 1:100 @ A3 3 Robert Street
JOB No. SHEET Noosaville
16-37 6 OF7