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.