alimak fc 7100-12 - wilkerson crane rental
TRANSCRIPT
Cable guide(typ.)
Cable trolleyassembly
(typ.)
Mast section2' -4 5/8" sq x
4' -11 3/8"
Stru
ctur
e
12'-9
5/8
"
13'-1 1/2"
Baseenclosure
Hoist car
Mast tie (S3A)
Dooropening
Doo
r op
enin
g
4'-11"
6'-6
3/4
"
8'-3
"11'-1
0"
Cable trolleyassembly
(typ.)
Cable guide(typ.)
3’-1
1 1/
4” (v
erify
)
Entry level
Landing (typ.)Gate and threshold
by contractor
Landing sillrequired for wall-mounted
mast tie (S3A) by contractor
Alimak FC 7100-12Model 650 FC 32/39 Single Car Construction Hoist
MEC-MKT-137602/22/17
1
Mast BaseSection A-A
Plan ViewBase enclosure
Plan ViewConcrete footing
1. Foundation: 15'-3" x 9'-2" x 1'-2" with 3,625 psi concrete at 28 days.
2. Rebar: Top mat - #5 ASTM A615-60 10" o.c. each way; and Bottom mat - #5 ASTM A615-60 10" o.c. (width way) and #5 ASTM A615-60 7" o.c. (length way). [See manual.]
4. Foundation designed for minimum soil bearing of 1,000 psf.
6. Refer to the manufacturer's manual before installing, operating, servicing, repairing, jumping or dismantling hoist.
GENERAL NOTES
Base frameReinforcedconcrete
foundation
Mast section
Buffer springassembly
Spring
5’-2
5/8
”
2’-1
0 5/
8”
Mast anchor expansionbolts (4) by contractor[See General Note 8]
C/L Mast
1’-2
"
15'-3" minimum
C/L Mast
C/L Mast
Mast anchorexpansionbolts (4) bycontractor
Rebar[See General
Note 2]
7'-7 1/2" 7'-7 1/2"
3'-1 3/4"
1'-6 7/8"
1'-3
"
7 1/
2"
6'-8
1/8
"
9'-2
" m
inim
um
7'-3
1/2
"
3" clearance
1 1/2" clearance
Stru
ctur
e si
de
Elevation ViewConcrete footing
8'-4
1/2
"
7'-0
"
2'-1 5/8"
A AStru
ctur
e si
de
14'-6"
7'-2 1/2" 7'-3 1/2"
C/L Mast
Foundation DetailsIMPORTANT: Verify that the use of a slab foundation con-forms to all applicable federal, state and local standards and codes PRIOR to foundation installation.
FC 7100-12 Single
MEC-MKT-137602/22/17
2
3. Foundation based on 490-foot mast height. For greater heights, contact Wilkerson Crane Rental.
7. For specific information including dimensions, forces or alternative configurations, contact Wilkerson Crane Rental.
5. Alternative pit foundation available. Contact Wilkerson for information.
10. This datasheet contains information for "typical" FC 7100-12 installation, i.e., configured for car on lefthand side of mast (when viewing hoist from side opposite structure). Contact Wilkerson for additional information.
8. 3/4” x 17” Williams™ High Tensile Spin-Lock Anchor Bolt and nut assembly. (R1S06C14 Head assembly with ASTM A109/C1045 bolt and nut) or approved equivalent. Bolt by contractor. Install according to bolt manufacturer’s requirements. Drill holes 1 3/4-in diameter allowing for 11” embedment. Bolt is also available through Wilkerson upon request. R1S-type anchor bolts not intended for use at extreme cold temperatures.
9. 1/2” x 3” x 3” sq. washer ASTM A36 steel plate by contractor. Washer also available from Wilkerson upon request. Drill hole = 13/16” dia. at centerline.
Note: Hoist cars are equipped with doors at each end. An optional side door with a 10'-6" x 6'-7" opening is available.
Foundation Details
Foundation ViewFooting – Typical
Mast anchor expansionbolt (4) by contractor[See General Note 8]See “Plan View/Concretefooting” for spacing
Steel plate washer [See General Note 9]
Mast section tobase frameconnection bolt (4)
Base frame
Buffer springassembly
Holes drilled in slabfor mast anchorexpansion bolts (4)[See General Note 8]
Rebar mats (2)[See General Note 2]
Reinforced concretefoundation[See General Notes 1, 2, 3, 4 and 5]
Mast
Structureside
Mast section:2’-4 5/8” x 2’-4 5/8” x 4’-11 3/8”
Weight: 254 lbs (sgl rack) each
Connecting material: 1” UNC galvanized,ISO 8.8 quality or higher (ASTM - A325)
Torque: 220 ft-lbs (300 Nm)
FC 7100-12 Single
MEC-MKT-137602/22/17
3
Note: Distance from building face to center of mast depends on the type of mast tie installed. Alternate anchoring methods available. Refer to Manual for information.
FC 7100-12 Single
6'-7
1/4
"
5'-1
1"
Base enclosure
Door
Reinforced concretefoundation
Stru
ctur
e si
de Power cableguide
Hoist car
Mast tie
13'-1 1/2" 2'-9"
6'-7 1/4" to 6'-9 1/4" (typical)
C/L MastC/L Mast
Tie Details (S3A System) • slab mounted
Plan ViewSlab-mounted mast tie
Mast Tie ConnectionSlab-mounted – Side view
Tie-in BracketTypical – Slab mount position
S3A Mast Tie AssemblySlab-mount – Plan view
MastMast tie frame
Wall bracket
Anchor bolt (4)
8'- 1 1/8" max
7'-5 1/4" min
2'-1
1"
o.c.
Pivot
C/L mast
C/L mast
1'- 6 3/8"
Structure
4 3/8” o.c.(110mm)
Rebar by contractor(on approval ofengineer of record)
3”
8° max
8° max
C/L Pivot
Bolts must complywith local codes.
Note: S3A System mast tie assemblies may be installed between ±8° from the horizontal.
IMPORTANT: ANSI A10.4 11.3 specifies a 1/2" (min.) to 2 1/2" (max.) clearance between car platform sill and landing sill. Verify before installing to assure compliance with applicable standards, codes and regulations.
4 3/8" (110mm) center to center of bolt holes
2'-11" (890mm)center to center of bolt holes
Important: An additional 3" in mast tie length is added when using a wall-mounted tie connection.
MEC-MKT-137602/22/17
4
StructureWall bracket
4 ea. 1” SAE grade 5 bolts and nuts withASTM F436 washers by contractor.(Available through Wilkerson on request.)
FC 7100-12 Single
MEC-MKT-137602/22/17
5
S3A Mast Tie AssemblyPlan view
Tie Details (S3A System) • wall mounted
Plan ViewWall-mounted mast tie
Mast Tie ConnectionWall-mount – Side view
6'-7
1/4
"
5'-1
1"
Base enclosure
Door
Stru
ctur
e si
de
Hoist car
Mast tie
13'-1 1/2" 2'-9"
C/L Mast C/L Mast
7'-8 1/4" (typical) Reinforced concretefoundation
Landing sill required.Size varies. Must support 113 lbs/ft2.Sill by contractor.
Power cableguide
MastMast tie frame
Wall bracket
Anchor bolt (2)
8'- 4 1/8" max
7'-8 1/4" minStructure
2'-1
1"
o.c.
Pivot
1'- 6 3/8"3"
C/L Mast
C/L Mast
C/L Pivot
Note: S3A System mast tie assemblies may be installed between ±8° from the horizontal.
IMPORTANT: ANSI A10.4 11.3 specifies a 1/2" (min.) to 2 1/2" (max.) clearance between car platform sill and landing sill. Verify before installing to assure compliance with applicable standards, codes and regulations.
Tie-in BracketTypical – Wall mount position
4 3/8" (110mm) center to center of bolt holes
2'-11" (890mm)center to center of bolt holes
Structure
Bolts mustcomply withlocal codes
8°max
8°max
(2) 1" x 2 1/2" SAE grade 5 bolt with ASTM F436washer by contractor (Available upon request)
Rebar by contractor(on approval ofengineer of record)
Important: A reduction of 3" in mast tie length is made when using a slab-mounted tie connection.
Wall bracket
Embedded bracket(Available throughWilkerson upon request)
FC 7100-12 Single
MEC-MKT-137602/22/17
6
Landing(typ.)
Gate andthreshold
by contractor
30'-0
" m
axim
um d
ista
nce
abov
e up
perm
ost m
ast t
ie
Mas
t tie
spa
cing
: 19'
-8"
min
– 3
0'-0
" m
ax**
Mas
t tie
spa
cing
: 19'
-8"
min
– 3
0'-0
" m
ax**
14'-1
0 1/
8" m
in. a
bove
top
land
ing
or m
ast t
ie
14'-1
0 1/
8"be
twee
n ca
ble
guid
es*
14'-1
0 1/
8"be
twee
n ca
ble
guid
es*
14'-1
0 1/
8"be
twee
n ca
ble
guid
es*
5'-7
"
5 1/
2"2'
-9 1
/8"
4'-4
7/8
"4'
-11
3/8"
8°
8°
3/4"8'-1 1/8" max. (L)
11"
11"
Mast tie lengths are from 7'-5 1/4" minimum to 8'-1 1/8" maximum when angle of inclination is 0° (horizontal). Mast tie inclination 0° to ±8°. Tie length adjustments are in 2" (50mm) increments. An additional 3" is gained in length (L) for wall mounting.
Mast tie lengths are from 5'-4" minimum to 8'-2 1/2" maximum when angle of inclination is 0° (horizontal). Mast tie inclination 0° to ±15°. An additional 3" is gained in length (L) for wall mounting.
*IM
PORT
AN
T: P
ower
cab
le g
uide
s an
d ra
ils to
be
insta
lled
up to
one
-hal
f lift
ing
heig
ht p
lus
10 F
eet.
NOTE! Tie clamps must be locatedas close to mast frame as possible.
15°
15°
Tie clamp
Mast frame
4 1/4"
2 1/2"5'-4" min. (L)
8'-2 1/2" max. (L)
1'-1
0 1/
4"2'
-4 5
/8"
6 1/
2"2'
-10" 4'
-5"
4'-1
1 3/
8"
Hoist configuration shown is an example of an installation with optional side door. Other configurations are possible.
Federal, state and localstandards or codes mayapply.
NOTE: Engineer of record to verify that slab/wall is adequate for anchor forces.
Maximum mast tie spacing is based on ANSI A10.4.
Car with optional side door installed10'-6" x 6'-7"
opening
Mast tie
Mast tie
Powercableguide*
Trolleyrail*
Powercableguide*
C/L Mast
C/L Mast
Tie-in Details
S3A Mast TieAttachment points
Inclination details
S1A Mast TieAttachment points
Inclination details**N
OTE
: Mas
t tie
spa
cing
var
ies
base
d on
job
site
spe
cific
crit
ieria
. Con
sult
hois
t man
ual f
or in
form
atio
n.
NO
TE: M
axim
um o
verh
ang
varie
s. C
onsu
lt ho
ist m
anua
l fo
r inf
orm
atio
n.
FC 7100-12 Single
MEC-MKT-137602/22/17
7
Mast
5'-3
" m
ax
4'-1
1/4
" m
in
3'-1
1 1/
4"
max
2'-9
1/2
"
min
8'-5 1/2" maximum (L)
3 2
1
3
Mast tie typeS1A
Wallbracket
Wallbracket
Mast tie strut (3 pcs)
5'-7" minimum (L)Grid: 2" x 2"
0
0
1'
2'
3'
4'
4'
5'
6'
7'
8'
9'
3'
2'
1'
1' 1' 2'2'3'4'5'6'7'8'9'10'11'8
7/8"
C/L Mast
C/L Mast
Note! Mast tie length (L) is reduced 3" if using slab-mount tie connection.
Wall
mounted
Slabmounted
1'-1 3/4" (350mm) center to center of bolt holes
2 11/16"2 11/16"
Rebar by contractor(on approval ofengineer of record)
Structure
Bolts must comply withstate and local codes.
15° max
15° max3” C/L
Pivot
6'-7
1/4
"
5'-1
1"
Base enclosure
Door
Reinforced concretefoundation
Stru
ctur
e si
de
Hoist car
Mast tie
13'-1 1/2" 2'-9"
C/L Mast
C/L Mast
6'-7 1/4" – 6'-9 1/4" (typical)
Power cableguide
Tie Details (S1A System)
Plan ViewSlab-mounted mast tie (S1A)
S1A Mast TieConnection
S1A Tie-in BracketTypical – Slab mount position
S1A Mast Tie AssemblyPlan view
[See General Note 7]
IMPORTANT: ANSI A10.4 11.3 specifies a 1/2" (min.) to 2 1/2" (max.) clearance between car platform sill and landing sill. Verify before installing to assure compliance with applicable standards, codes and regulations.
Note: S1A system mast tie assemblies may be installed between ±15° from the horizontal.
2 ea. 1" SAE grade 5bolt and nut with ASTMF436 washers bycontractor. (Availablethrough upon request.)
Wall bracket
FC 7100-12 Single
8
MEC-MKT-1376 02/22/17
S P E C I F I C A T I O N S
GENERALMax. load capacity ......................7,100 lbsNumber of passengers .................29Car inside dimensions (approx.) ....12'-9" x 4'-11" x 7'-6 1/2" Door opening ..............................6'-6 3/4" x 4'-10 3/4" Mast section length.......................4'-11 3/8" Speed .........................................Up to 175 fpmMotors (VFD) ................................3 x 14.7 hpPower requirement 1 .....................480 Volt - 3 phase - 60 Hz
WEIGHTS Base enclosure (without car) ...............2,358 lbs Hoist car (without motorpack) ............. 3,282 lbs Base enclosure (with car) ...................7,605 lbs Mast section (single rack) ..................... 254 lbs Motorpack (3 x 14.7 hp) ..................1,965 lbs
Max. height on standard masts ............................660'Max. freestanding mast height 2 ...........................30'-0"Maximum mast overhang 3 ..................................30'-0"Maximum mast tie spacing 3 ................................30'-0"Minimum mast tie spacing ..................................19'-8"Power supply fuses ..............................................100 AmpsStarting current ...................................................91 AmpsPower consumption .............................................66 kVA
Specifications and equipment shown are subject to modification without prior notification.
This product and its components must be used in a safe manner, in conformity with manufacturer's specifications and in compliance with all applicable standards, codes, regulations, etc.
SAFETY FEATURES • Electronic and mechanical door interlocks on hoist car and base enclosure doors.
• Automatic stop and final limit switches limit hoist car travel when reaching end positions.• Main "ON/OFF" switch lockable to prevent unauthorized operation.• Spring buffers.• NO counterweights required.
KEY FEATURES • Equipped with highly efficient variable frequency drives for smooth, economical and dependable operation. • Mast sections can be added without special equipment. • Modular design facilitates ease of transport, erection and dismantlement. • Recessed stainless steel control panel.
• Internal fault diagnosis system.
1 480 V phase–phase, 277 V each phase to ground with 120° phase shift between phases. 3-phase, 60 Hz power supply plus ground wire. Do not use Open-Delta supply .2 Requires use of an embedded foundation frame in lieu of mast anchor expansion bolts. See operation manual or contact Wilkerson Crane Rental for specific information.3 Overhang and mast tie spacing figures vary. See operation manual or contact Wilkerson Crane Rental for specific information.
IMPORTANT: Refer to manufacturer's manual before installing, operating, servicing, repairing, jumping or dismantling hoist. This datasheet contains general information for a “typical” Alimak FC 7100-12 (650 FC 32/39 II) single car installation. For dimensions, reaction forces, mast tie locations, alternate configurations and special applications, contact Wilkerson Crane Rental.