Instructions / Assembly

A. Foundation & Base Frame
1. Use ressre treated ood stds 2  45  10cm
to bild a fondation strctre tat as an otside
dimension of 65  96 1651mm2438.4mm.
3. Start it Cannel bases (B21) & (B22) to insre a
ic and accrate layot.
Position all bases (B1B B1RB B2B) on ood
fondation. It is critical tat yo allo 1 14 (1mm)
beteen front bases (B1RB) and (B1B) for door
lacement. Measre in all directions as son in fi.1.
Mae sre te U-cannel assembly is a erfect sare.
uraMa must be installed on a leel wooden latform
or a leel concrete foundation.
e folloin are a list of lmber and sies yo ill need.
2. Usin eterior rade CD 34 19mm lyood, ct
and fit toeter te seets to form solid lyood floor as
son. ondation mst be sare and level.
ooden Platform ot Inclded


ooden platform is etra and is not included.
ont install under ind conditions.
Parts needed:

ote
1 tn. U cannel left 
1 tn. U cannel rit R
6 Dia. 4.2  16mm Scres S1
Parts needed For ac tension:
e folloin are a list of lmber and sies yo ill need.
ooden Platform for ac tension (ot Included)
Pressure Treated  ood tuds: terior rade (CX):
2ea 2489 50  88.9  2260.6mm 34 19mm lyood
2ea 2432 50  88.9  812.8mm 1ea 34  32  96
19812.82260.6mm
Brackets: 4ea
Pressure Treated  ood tuds: terior rade (CX):
4ea 2  4  89 50  88.9  2260.6mm 34 19mm lyood
2ea 2  4  65 50  88.9  1651mm 1ea 34  48  96
19  1219.2  2438.4mm
1ea 34  17  96
19  431.8  2438.4mm
Brackets: 4ea
3a. or eac etension add one (XT) & (XTR) in
te bac side, movin (B21) & (B22) bacards.
1 U cannel ront left 1
1 U cannel ront rit 1R
1 U cannel ac 21
1 U cannel ac 22
2 U cannel Side 2
22 Dia. 4.2  16mm Scres S1
1a. Use ressre treated ood stds 2  45  10cm
to bild a fondation strctre tat as an otside
dimension of 32  96 812.8mm  2438.4mm for eac
etension.
 (11mm)
 BRACT
 (243.4mm)
 BRACT
 BRACT
11 12 (22.1mm)
2  (mm)
1 12 (4.3mm)
 BRACT
32 (12.mm)
 (243.4mm)
1 (431.mm)
4 (121.2mm)
32 (12.mm)
eft ide
Rigt ide
oor ening
1 14 (1mm)
B1B
B2B
B21
B22
B2B
X
X
PART : Asseing Shed ith Extension Kit
a 2 4 (cm  1cm) Flat
ote
R 1b. Use ressre treated ood stds 2  4
5  10cm to bild a fondation strctre tat as an
otside dimension of 97  96 2463.8mm 
2438.4mm for sed wit one etension.
B1B
2 14 (2343mm)
2 14 (2343mm)
2 14 (2343mm)
2 14 (2343mm)
2 14 (2343mm)
2 14 (2343mm))
Fig.1
Foundation tructure
Plwood Floor
Cannel aout