Rotary 2000 Series Manuale utente

SPOA10NB, SPOA10, SPO10

(2000 Series Lifts)

SPOA10NB, SPOA10, SPO10 Capacity 10,000 lbs. (4,536 kg.)

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LPRM2P7-10KS20

Rev. B 12.12.23

OPERATING CONDITIONS

Lift is not intended for outdoor use

and has an operating ambient temperature

range of

41°-104°F (5°-40°C)

IMPORTANT Reference ANSI/ALI ALIS,

Safety Requirements for

Installation and Service of Automotive Lifts

before installing lift.

Column Greasing:

Lifts are greased from the factory, however, it is advised to check and ensure that the columns are still greased when

installing the lift. Apply the grease to the columns by wiping on a thin layer and polishing with a rag. Only apply grease on

surfaces of the columns where the slider blocks make contact. Be careful not to apply too much grease, only a thin layer is

needed, wipe off excess.

2' 5"

(737mm)

7' 9-3/8" (2372mm) SPOA7*

7' 1-3/8" (2168mm) SPOA7 (Narrow Bay Setting)*

8' 3-3/8" (2524mm) SPOA7 With Hybrid Arm/Pad*, SPOA7 With Low Arms

SPOA7 Series

19-1/16"

(484mm)

2' 5"

(737mm)

9' 0" (2743mm) minimum

to nearest obstruction

15' 0" (4572mm) minimum

to nearest obstruction

APPROACH

6' 0" (1829mm) minimum to nearest

obstruction or bay. 7' 0" (2134mm)

minimum to nearest wall.

Power Unit Goes

on Passenger Side

Wheel Spotting Dish

*NOTE: Dimension is from Inside of Baseplate to Inside of Baseplate.

4' 3"

(1295mm)

8' 11-5/8" (2734mm) SPO10*

SPO10

15"

(381mm)

2' 5"

(737mm)

6' 0" (1829mm) minimum to

nearest obstruction or bay.

7' 0" (2134mm) minimum to

nearest wall.

11' 0" (3353mm)

minimum to nearest

obstruction

APPROACH

13' 0" (3963mm)

minimum to nearest

obstruction

Power Unit Goes

on Passenger Side

Wheel Spotting Dish

*NOTE: Dimension is from Inside of Baseplate to Inside of Baseplate.

2' 5"

(737mm)

7' 9-3/8" (2372mm) SPOA10

(Narrow Bay Setting Including BMW Models-5BX)*

8' 3-3/8" (2524mm) SPOA10*

9' 1-7/8" (2791mm) Wide SPOA10*

SPOA10 Series

19-1/16"

(484mm)

2' 5"

(737mm)

9' 0" (2743mm) minimum

to nearest obstruction

15' 0" (4572mm) minimum

to nearest obstruction

APPROACH

6' 0" (1829mm) minimum to nearest

obstruction or bay. 7' 0" (2134mm)

minimum to nearest wall.

Power Unit Goes

on Passenger Side

Wheel Spotting Dish

*NOTE: Dimension is from Inside of Baseplate to Inside of Baseplate. Fig. 1a

Fig. 1b

Fig. 1c

Fig. 1d

2' 5"

(737mm)

7' 9-7/8" (2384mm) SPOA10 Seismic Base Plate*

SPOA7 - SPOA10 Seismic Base Plate

7' 9-7/8" (2384mm) SPOA7 Seismic Base Plate*

21-7/8"

(556mm)

2' 5"

(737mm)

9' 0" (2743mm) minimum

to nearest obstruction

15' 0" (4572mm) minimum

to nearest obstruction

APPROACH

6' 0" (1829mm) minimum to nearest

obstruction or bay. 7' 0" (2134mm)

minimum to nearest wall.

Power Unit Goes

on Passenger Side

Wheel Spotting Dish

*NOTE: Dimension is from Inside of Baseplate to Inside of Baseplate.

4' 3"

(1295mm)

8' 6-1/4" (2597mm) SPO10 Seismic Base Plate*

SPO10 Seismic Base Plate

17-11/16"

(449mm)

2' 5"

(737mm)

6' 0" (1829mm) minimum to

nearest obstruction or bay.

7' 0" (2134mm) minimum to

nearest wall.

11' 0" (3353mm)

minimum to nearest

obstruction

APPROACH

13' 0" (3963mm)

minimum to nearest

obstruction

Power Unit Goes

on Passenger Side

Wheel Spotting Dish

*NOTE: Dimension is from Inside of Baseplate to Inside of Baseplate.

Fig. 2a

Fig. 2b

Fig. 2c Fig. 2d

1. Lift Location: Use architects plan when available

to locate lift. Fig. 1a, Fig. 1b, Fig. 1c, Fig. 1d, shows

dimensions of a typical bay layout.

2. Lift Height: See Fig. 3 for overall lift height of each

specic lift model. Add 1” min. to overall height to lowest

obstruction.

WARNING

DO NOT install this lift in a pit or

depression due to re or explosion risks.

3. Column Extensions: Before standing columns upright,

install the column extensions using (12) 3/8”-16NC x 3/4”

Carriage HHCS and Flanged Locknuts, Fig. 3, Fig. 2a, 2c,

and 2d.

Fig. 3

4. Latch Cable Guides: Install the latch cable conduit

guide brackets to column extensions with (1) 1/4”-20NC x

1” HHCS

and 1/4”-20NC Flanged Locknuts, Fig. 2b. HHCS

should go through hole nearest the edge as shown, Fig. 2b.

5. Overhead Mounting Bracket: Install Mounting

Brackets to column extensions as shown, Fig. 3.

6. Lift Setting: Position columns in bay using dimensions

shown in Fig. 1a & Fig. 1b. Place column with power unit

mounting bracket on vehicle passenger side of lift. Both

column base plate backs must be square on center line

of lift. Notches are cut into each base plate to indicate

center line of lift. Use appropriate equipment to raise

carriage to rst latch position. Be sure locking latch is

securely engaged.

3/8"-16NC x 3/4" HHCS

& Flanged Locknut

Use (4) 3/8"-16NC x 3/4"

Carriage Bolts and

Flanged Locknuts in

front and (2) in the back

11' 8" (3556mm)

Top of Overhead

Assembly(std.)

11' 4" (3454mm)

Top of Overhead

Assembly

(Low Ceiling)

12' 0" (3658mm)

Top of Cylinder

68" rise lifts

Overhead Assembly

Mounting

Bracket

12' 6" (3810mm)

Top of Cylinder

71" rise lifts

Concrete and Anchoring:

If you are installing a seismic lift, consult with a structural

engineer and manufacturer’s representative for concrete

and anchoring requirements (varies by location). Fig. 4 and

the below table apply to non-seismic lifts only.

Fig. 4

Run nut down just below impact

section of bolt. Drive anchor

into hole until nut and washer

contact base.

Drill holes using 3/4” carbide

tipped masonry drill bit per

ANSI B212.15-1994 (R2000).

Construction dust collected

per OSHA 29 CFR 1926.1153.

Manually hand tighten

nut with torque wrench

to 110 ft.-lbs. (149 Nm).

10K 2-Post Lift Anchor Installation Reference Guide

Anchor: Min

Concrete

Thickness

Min Edge

Distance

Min Anchor

Embedment

Installation

Anchor Torque

(ft-lbs)

Min Concrete PSI

Strength - For All

Standards

Concrete pad

Size If Concrete

Does Not Meet

Requirements

Maintenance

Torque Values**

(ft-lbs)

SEISMIC

Hilti Kwik Bolt I

(3/4" x 5-1/2")

4-1/4"

(108mm)

6-1/4"

(159mm)

3-1/4"

(83mm)

110

(149Nm)

3000

(20684 kPa)

4'x4'x8"

(1219 x 1219 x

152mm)

(88Nm)

Varies by

location

consult with

your structural

engineer and

manufacturer’s

representative.

Power-Stud+SD1 4-1/4"

(108mm)

6-1/4”

(159mm)

3-1/4"

(83mm)

110

(149Nm)

3000

(20684 kPa)

4'x4'x8"

(1219 x 1219 x

152mm)

(88Nm)

Hilti HY200

Epoxy (with HAS

threaded rod)

3/4" Dia.

(134mm)

2 1/4"

(57mm)

3-1/2"

(89mm)

100 (135Nm) / less

than 2-1/8" edge

distance use

Torque Value of

30 ft-lbs (41Nm)

3000

(20684 kPa)

4'x4'x8"

(1219 x 1219 x

152mm)

N/A

*The supplied concrete fasteners meet the criteria of the American National Standard

“Automotive Lifts - Safety Requirements for Construction, Testing, and Validation” ANSI/ALI ALCTV-2011, and the lift owner is responsible for all charges

related to any additional anchoring requirements as specied by local codes. Contact customer service for further information at: 800.640.5438

Non-Seismic Lifts:

Drill 3/4” dia. holes in concrete oor using holes in column

base plate as a guide. See Fig. 4 for hole depth, hole

spacing, and edge distance requirements.

CAUTION

DO NOT install on asphalt or other similar

unstable surfaces. Columns are supported only by anchors

in oor.

IMPORTANT

Using the horse shoe shims provided,

shim each column base until each column is plumb. If

one column has to be elevated to match the plane of

the other column, full size base shim plates should be

used (Reference FA5112 Shim Kit or FA5208 for seismic

lift shims). Recheck columns for plumb. Tighten anchor

bolts to an installation torque of 110 ft-lbs (149 Nm). Shim

thickness MUST NOT exceed 1/2” (13mm) when using the

5-1/2” (140mm) long anchors provided with the standard

lifts, Fig. 5. Adjust the column extensions plumb.

If anchors do not tighten to 110 ft-lbs (149 Nm) installation

torque, replace concrete under each column base. See

Figs. 5a and 5b.

NOTE: If more than 2 horse shoe shims are used at any of

the column anchor bolts, pack non-shrink grout under the

unsupported area of the column base. Insure shims are held

tightly between the baseplate and oor after torquing anchors.

Shims

1/2" Max.

(13mm)

Nut

Flat

Washer

Anchor NOTE: Use rectangular

shims at inside edge of

baseplate. Use

constructions adhesive

or silicon cement to

hold shim in place.

INSURE shims are held

tightly between base

plate and floor after

torquing anchors.

Fig. 5

FOUNDATION NOTES:

1. THE FOUNDATIONS HAVE BEEN DESIGNED BASED ON APRESUMPTIVE LOAD-BEARING VALUE OF 1500 PS

PER IBC SECTION 1806.AN INSPECTOR OR SOILS ENGINEER SHALL VERIFY LOAD-BEARING VALUE CAPACI

TY.

2. FOUNDATIONS SHALL BEAR ON PROPERLY PREPARED AND COMPACTED SOILS CAPABLE OF SUPPORTIN

2-POST LIFT (12 KIP MAXIMUM LOAD PER VERTICAL LEG OF LIFT) SURFACE LOADS.

3. PROTECT EXISTING UTILITIES AND STRUCTURES (OVERHEAD OR UNDERGROUND) WITHIN THE WORK

AREA AS WELL AS ANY EXISTING FOUNDATION SYSTEM(S).

4. FOUNDATIONS WERE DESIGNED UTILIZING KBC SECTION 1605'ALTERNATIVE BASIC LOAD COMBINATION

WITHOUT THE 1/3 INCREASE IN THE ALLOWABLE BEARING PRESSURES DUE TO SHORT-TERM LOADING.

5. FOUNDATIONS SHALL BE PLACED ACCORDING TO THE DEPTHS SHOWN ON THE DRAWINGS. SHOULD SOIL

ENCOUNTERED AT THESE DEPTHS NOT BE APPROVED BY THE INSPECTOR OR SOILS ENGINEER,

FOUNDATIONELEVATIONS/DIMENSIONS MAY NEED TO BE MODIFIED BY THE ENGINEER. NOTIFY THE

ENGINEER OF RECORD IF THIS IS THE CASE.

6. NOT APPLICABLE FOR AREAS WITH SEISMIC DESIGN CATEGORY DOR GREATER.

CONCRETE NOTES:

1. CONCRETE COMPRESSIVE STRENGTH -PROVIDE CONCRETE WITH THE FOLLOWING STRENGTHS AT THE

LOCATIONS NOTED. MIX DESIGN, SLUMP, AIR ENTRAINMENT, AGGREGATE SIZE, ETC. SHALL BE IN

CONFORMANCE WITH THE ACI 301, LATESTEDITION.

LOCATION STRENGTH (PSI @28 DAYS)

SPREAD FOOTING PADS.......................................................................... 3000 PSINORMAL WEIGHT

2. REINFORCING STEEL-ASTM A615 GRADE 60.

3. FABRICATE AND PLACE REINFORCEMENT IN ACCORDANCE WITH ACI PUBLICATION SP-66, ACI

DETAILING MANUAL -LATEST EDITION.

4. PLACE CONCRETE IN COMPLIANCE WITH ACI 304. ALL CONCRETE SHALL BE MECHANICALLYVIBRATED.

5. REINFORCING SUPPORT -ALL REINFORCING SHALL BE ADEQUATELY CHAIRED/BOLSTERED.

LIFTING OR HOOK IS NOT PERMITTED.

Fig. 5a

NOTE: FIG. 5a and 5b were taken from drawing SPEC0475.

If you would like the drawing in cad form or PDF please

contact customer service.

2' -0" 2' -0"

VERTICAL LEG OF LIFT

AS SPECIFIED

TYP

S-100

1 2

VARIES-SEE LIFT PLANS

2' -0" 2' -0"

LIFT BASE PLATE &

ANCHORS AS SPECIFIED

#4 x1'-6" SMOOTH DOWEL

@16" O.C. CENTERED

IN EXIST SLAB W/OUT ADHESIVE

EQUAL EQUAL

6" EMBED

TYP

VERTICAL LEG OF LIFT

AS SPECIFIED

12 KIP MAX LOAD

EXIST FLOORSLAB-ON-GRADE

FIELD VERIFY THICKNESS

EXIST F.F.

3" CLR

TYP

2' -0"

MIN

2' -0"

MIN

NEW 6" MIN COMPACTED

CRUSHED STONE BELOW

FOOTPRINT OF FOUNDATION

VERIFY 1500 PSFMIN ALLOWABLE

BEARING PRESSURE

NEW 3,000PSI(28-DAY STRENGTH) MIN

CONCRETE FOUNDATION CENTERED

ON EACH LIFT BASE PLATE

W/ #4 BARS @10" O.C. EACH WAY

POSITION REINFORCING AS REQUIRED

TO MISS LIFT ANCHORS

MIN

3" CLR

Fig. 5b

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