Post on 10-Sep-2021
CLIENT
ORDERQUOTATION
N° Lift/System
LIFT SHAFT STRUCTURE
INSTALLATIONKglift Load Home lift
UprightMeasurements
brackets supply for guide rail anchorage
Type or car model
14555
14580
145100
145120
145145
internal external
STRUCTURE DIMENSIONS AND CLADDING
galvanisedAnti-corrosion epoxyRAL
STRUCTURE PAINTING
colour
typetype
colour
type
plastic coated steel sheet
scratchproof coloured steel decorated steel
UPRIGHT JAMBS AND CROSSBEAM CLADDING MATERIALS
SHAFT STRUCTURE HEIGHT AND INTER-FLOOR HEIGHT Inter-floor heights are the exact vertical distance worked out between each treaded floor
n. of landings
Please, indicate any additional landings
Ovrhead mm
Travel mm
Pit mm
Total mm
Height between floor -1 to floor 0
Height between floor 0 to floor 1
Height between floor 1 to floor 2
Height between floor 2 to floor 3
Height between floor 3 to floor 4
Height between floor 4 to floor 5
Height between floor 5 to floor 6
1 2 3 4Sh
aft s
trctu
re e
xter
nal p
art
Shaft struture external part
DC side 3
Aside 1
side 4
B
side 2
landing side 0
Car side 1 2 3 4Access side
Micaceous iron
Slim30 mm
Ref. Lift/System
Ref. CMA
PLEASE NOTE: The standard structure supplied is to be understood as not statically independent because it needs to be anchored to the surrounded structures every three meters height. The standard pitch between each crossbeam of the shaft structure is 1.5 mt. It does not include any assembly and/or masonry work. The measurements are expressed in mm. Please return this form completed in all its parts together with a copy of the project.
colourcolour
Mod.
M07-
2a_7
(EN)
C.M.
A. Sr
l - Co
rato
(BA)
- ITA
LY -
pag.
1/2 -
Ed. 1
Rev
. 0 de
l 14.0
3.201
6
Side 3
Structure for seismic areas Self-supporting structure shaft structure calculations reportTYPE OF STRUCTURE
steel sheetsShaft structure roof supply
Roof flush to shaft
structure
landing doors supply
Pit Infill
roof air hole sideglass prearrengement onlySide1crystal Side 4Side 2bronze smoked clear
EXTERIOR FINISHES Please, note that the roof features a perimetrical framework protuding 50 mm beyond the structure edge.
Automatic landing doors
CMAlifts supplied
prearrangement only
Automatic folding doors
CMAlifts supplied
Prearrangement only
1 AT
2 AT
3 AT
left n.
left n.
left n.
n° accesses 2 AO
n° accesses 4 AO
n° accesses 6 AO
right n.
right n.
right n.
FLOOR 0 ACCESS SIDE MEASUREMENTS
height
height
N. of landings
Access opening size width
widthExternalmeasurements
Landing manual swing doors
CMAlifts supplied
Prearrangement only
LIFT/SYSTEM INFORMATION
ACCESSES
AUTOMATIC
CENTRAL
AUTOMATIC TELESCOPIC ACCESSES
(DOOR CLOSING VIEW FROM THE
LANDING)
AVAILABLE MATERIALS
1
COMMERCIAL INFORMATION
Note
Delivery time
Delivery Address
Transport
DATEAuthorising signature and company stamp
1
colour
SHAFT STRUCTURE INFILL
2 23 3
colour4 4
Supply
5 56 6
type7 78 8
colour9 9
type10 10
type11 11
supply12 12
Anti-corrosion epoxy paintRAL paint
Plastic coated sheetSkinplate
Polished steel BA
ScotchBrite steel
Scratch proof steel
Mirror polished steel
Coloured steel
Decorated steel
Wood
13
LANDING DOOR-FRAME SIDE PART INFILL
Materials and colours for landing doors
LANDING DOOR FRAME MATERIALS
holecorrugated insulated shutter
Side Supply Supply
prearrangement only
13 Safety glass
Insulated
supply13
1 2 3 41 2 3 41 2 3 41 2 3 41 2 3 41 2 3 41 2 3 41 2 3 41 2 3 41 2 3 41 2 3 41 2 3 41 2 3 41 2 3 4
Note
1
colour23
colour456
type78
colour9
type10
type11
supply1213
prearrangement only
supply13
1 2 3 41 2 3 41 2 3 41 2 3 41 2 3 41 2 3 41 2 3 41 2 3 41 2 3 41 2 3 41 2 3 41 2 3 41 2 3 41 2 3 4
1
colour23
colour456
type78
colour9
type10
type11
1 2 3 41 2 3 41 2 3 41 2 3 41 2 3 41 2 3 41 2 3 41 2 3 41 2 3 41 2 3 41 2 3 4
2nd ACCESS SIDE MEASUREMENTS
height
height
N. of landings
Access opening size width
widthExternal measurements
3nd ACCESS SIDE MEASUREMENTS
height
height
N. of landings
Access opening size width
widthExternal measurements
Crate packaging Shrink-wrapped
ROOF TYPE
flat
prism
double pitch
single pitch
Mod.
M07-
2a_7
(EN)
C.M.
A. Sr
l - Co
rato
(BA)
- ITA
LY -
pag.
2/2 -
Ed.
1 Rev
. 0 de
l 14.0
3.201
6