Please note that steel sizes/building specifications may vary depending on the location of your building & local weather conditions.
To supply for erection on prepared site and concrete foundations, steel portal frame 4.572m (15`) centres with 203 x 133 x 25kg UB stanchions with web stiffeners and 203 x 133 x 25kg UB rafters with rafter stays, including CHS rafter bracing to one bay, complete with CHS eaves ties.
All steelwork will be shot-blasted and painted with a red semi-oxide finish.
PURLINS
To supply 175 x 75 C16 graded tanalised timber purlins bolted to frame at 1.375m centres. Eaves beam to be 225 x 75 C16 graded tanalised timber.
ROOF CLADDING
To supply Profile 6 reinforced corrugated natural grey fibre cement sheets. Verges are to be finished with fibre cement barge boards.
ROOF LIGHTS
Incorporate 4 No. 1.525m corrugated 2.40kg/m² GRP profile 6 roof lights in roof cladding positioned to suit the customer’s requirements.
RAINWATER GOODS
Eaves gutter to be 160 on low side with 1No. 110mm Ø UPVC downpipe to one side. All gutters are to be UPVC with rubber-sealed joints fixed to eaves beams with UPVC brackets at 1m intervals and UPVC down-pipe clips to stanchions.
END CLADDING
Both gables ends are to be clad down to 2.743m (9`) below eaves level with 0.7mm thick Polyester coated box profile steel sheets on 150 x 75 C16 graded tanalised timber sheeting rails.
SIDE CLADDING
Lower side is to be clad down to 2.743m (9`) below eaves level with 0.7mm thick Polyester coated box profile steel sheets on 150 x 75 C16 graded tanalised timber sheeting rails.
CONCRETE PANELS
To supply 90mm thick x 1.000m high to both gables and one side.
OPTIONAL EXTRAS
These items incur extra charges – chat with your Robinsons Estimator who will be able to provide you with pricing.
