Rotary SPO16 Manual de usuario

LP20650

SPO16, SPO20

SPO16 Capacity 16,000 lbs. (7,258 kg.) / 4,000 lbs. (1,814 kg.) per Arm

SPO20 Capacity 20,000 lbs. (9,072 kg.) / 5,000 lbs. (2,268 kg.) per Arm

OPERATING CONDITIONS

Lift is not intended for outdoor use

and has an operating ambient temperature

range of

41°-104°F (5°-40°C)

1. Lift Location: Use architects plan when available to locate

lift. Fig. 1 shows dimensions of a typical bay layout.

WARNING

DO NOT install this lift in a pit or depression

due to ﬁre or explosion risks. A forklift is recommended to

upright each column during installation.

Note: Installation tip - Upright each column after installing

column extentions, column ties, and overhead brackets.

Fig. 1

HCAORPPA

Rear

Front

Lift

13'-5" Standard Setting

13'-11" Wide Setting

12'-11" Narrow Setting

9'-5 7/16" Standard Drive Through Setting

9'-11 7/16" Wide Drive Through Setting

8'-11 7/16" Narrow Drive Through Setting

15'– 0" Min. To

Nearest Obstruction

Power Unit to

Passenger Side

15'– 0" Min. To

Nearest Obstruction

3/4" Anchors

(7) Per Side

7''– 6" Min. To Nearest

Obstruction

900

62 7/16"

19 1/4”

Wheel Spotting Dishes

34"

28"

Alignment Notches

2. Lift Setting: Position columns in bay using dimensions

shown in Fig.1. 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 ﬁrst latch

position. Be sure locking latch is securely engaged.

(4) 3/8”-16NC x 1/2” Lg.

Flanged HHCS

(3) 1/4”-20NC x 5/8” Lg.

Flanged HHCS

(3) 1/4”-20NC Lg.

Flanged Lock Nut

(4) 3/8”-16NC x 1” Lg.

Flanged HHCS

(4) 3/8”-16NC

Flanged Lock Nut

Extensions are adjustable

in 6” increments from 15’

to 16’-6” for Standard

models and from 13’-6” to

14’-6” for LC models.

Fig. 2

Fig. 4

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

lift model. Add 1” min. to overall height to lowest obstruction.

4. Install Column Extensions to columns using (4) 3/8"-16NC x

1/2" Lg. Flanged HHCS and (3) 1/4"-20NC x 5/8" Lg. Flanged HHCS

with (3) 1/4"-20NC Lock Nut, Fig. 3.

Install column ties using (4) 3/8"-16NC x 1" Flanged HHCS, Fig. 4

and (4) 3/8"-16NC Flanged Lock Nuts. Adjust column extensions

square and tighten hardware.

Fig. 3

5. Attach Overhead Bracket to column extensions using

(4) 1/2"-13NC x 1-1/4" lg. Flanged HHCS and (4) 1/2"-13NC

Flanged Locknut), Fig. 5.

(2) 1/2”-13NC x 1-1/4” Lg.

Flanged HHCS

(4) 1/4”-20NC x 5/8” Lg.

Flanged HHCS

(2 per cover)

Install Cover Brackets

After Cables have been

Routed And Installed

(2) 1/2”-13NC

Flanged Lock Nut

(4) 1/4”-20NC

Flanged Lock Nut

(2 per cover)

(4) 1/2”-13NC x 1-1/4” Lg.

Flanged HHCS

(4) 1/2”-13NC

Flanged Lock Nut

6. Attach overhead assembly to overhead bracket with

(2) 1/2"-13NC x 1-1/4" lg. Flanged HHCS and (2) 1/2"-13NC

Flanged Locknut. Install (2) cover brackets using

(4) 1/4"-20NC x 5/8" lg. Flanged HHCS (2 per bracket)

and (4) 1/4"-20NC Flanged Locknut (2 per bracket), Fig. 5a.

Notice, the cover brackets cannot be installed until after

cables have been routed and installed, Fig. 15.

Fig. 5

Fig. 5a

Concrete and Anchoring: Drill (14) 3/4" dia. holes (7 per side) in concrete ﬂoor using holes

in column base plate as a guide. See diagrams 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

ﬂoor.

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.

Tighten nut with Torque

wrench to 110 ft.-lbs.

CONCRETE AND ANCHORING REQUIREMENTS

STANDARD ANSI/ALI ALCTV IBC SEISMIC

Minimum Floor Thickness 4-1/4 INCHES 5 INCHES 6 INCHES Varies by location consult

with your structural engineer

and manufacturer’s

representative.

Anchor Hilti Kwik Bolt III

3/4" x 5-1/2"

Anchors supplied

with the lift.*

Hilti HIT-HY 150

MAX-SD Adhe-

sive; Hilti HIT-HY

150

MAX Adhesive;

HILTI HIT-RE 500-

SD Adhesive

Hilti Kwik Bolt III

3/4" x 7"

Minimum Concrete

Strength

3000 PSI 3000 PSI 3000 PSI

Minimum Anchor Embed-

ment

3-1/4 INCHES 3-1/2 INCHES 3-3/4 INCHES

Minimum Distance to

Concrete Edge, Crack,

Expansion Joint, Aban-

danoned Anchor Hole

4-1/2 INCHES 5-1/4 INCHES 3-1/4 INCHES

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

“Automotive Lifts - Safety Requirements for Construction, Testing, and Validation” ANSI/ALI ALCTV-2017, and the lift

owner is responsible for all charges related to any additional anchoring requirements as speciﬁed by local codes.

Contact customer service for further information at: 800.445.5438

Shims

(1/2" Max.)

Nut

Flat

Washer

Anchor

Fig. 6

Fig. 7

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 ﬂoor after torquing

anchors.

(2)--3/4" Spacers

1/4"-20NC x 2-3/4" HHCS & Locknut

Star Washer

Flat Washer

(2) 1/4”-20NC-3/4” HHCS

Overhead Switch

1/16" Gap

7. 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 Shim Kit

N774-1 Shim). Recheck columns for plumb. Tighten anchor bolts

to an installation torque of 110 ft-lbs. Shim thickness MUST NOT

exceed 1/2” when using the 5-1/2” long anchors provided with

the lift, Fig. 6.

If anchors do not tighten to 110 ft-lbs. installation torque, replace

concrete under each column base with a 6' x 6' x 6" thick 3000

PSI minimum concrete pad keyed under and ﬂush with the top

of existing ﬂoor. Let concrete cure before installing lifts and

anchors.

Fig. 7a

8. Mount Switch assembly towards power unit column

as shown, Fig. 7, using (2) 1/4"-20NC x 3/4" lg. HHCS, nuts

and Washers.

Insert 1/4"-20NC x 2-3/4" HHCS through pivot hole in end

of switch bar. Insert opposite end of bar through slot in

switch mounting bracket, Fig. 7a. Then secure HHCS and

Switch Bar to overhead as shown, Fig. 7, using (2) 3/4"

spacers and 1/4”-20NC Locknut. Tighten Hex bolt leaving

1/16” gap between the spacer and the overhead assembly.

COVER NOT SHOWN

(2) 5/16" x 3/8" Lg. Pan Head Screw

With (2) 5/16" Ext. Tooth Lockwashers

Fig. 8

9. Mount latch release air valve and bracket to column

using (2) 5/16"-18NC x 3/8" lg. PHMS, Fig. 8.

Flow Control

Regulator

Tee

Straight

Adapter Swivel

Elbow

5/16"-18NC HEX FLGD

WZLOCK NUT

5/16"-18NC HEX FLGD

WZLOCK NUT 5/16"-18NC x 1/2" Lg. HEX FLGD

WZLOCK HHCS

(3) THREADED HOLES USED FOR

5/16" x 1/2" Lg. HEX FLGD WZLOCK HHCS

5/16"-18NC x 1-1/2" Lg. HEX FLGD

WZLOCK HHCS

N567

ADAPTER PLATE

CAPACITY

16,000 LBS.

FOR SPO16

CAPACITY

20,000 LBS.

FOR SPO20

Single Phase Power Unit

(For DC Version see pages 14-23)

10. Single Phase Power Unit:

A) Attach (3) 5/16"-18NC x 1 ½" lg. ﬂange head cap screws

to the adapter plate as shown with push nuts.

B) Attach the adapter plate to the column power unit

bracket with (3) 5/16"-18NC x ½" lg. ﬂange head cap screws

as shown.

C) Attach the power unit to the adapter plate using the

existing 1 ½" lg. hardware and 5/16"-18NC ﬂange head nuts.

D) Add the last 5/16"-18NC x 1 ½" lg. ﬂange head cap

screw and nut (upper left as shown) to complete the

power unit installation, Fig. 9.

E) Attach straight thread adapter, swivel elbow, ﬂow

control regulator, and o-ring face seal tee as shown,

Fig. 10.

CAUTION

Over tightening locknut may tear O-ring or

distort threads in pump manifold outlet.

Fig. 9

Fig. 10

ARM STOP (REF FIG. 21) IS LOCATED IN THE

YOKE TUBE CLOSEST TO THE POWER UNIT.

POSITION ARM STOP AS SHOWN.

OVERHEAD HOSE ROUTING

11. Hoses: Clean adapters and hose. Inspect all threads

for damage and hose ends to be sure they are crimped.

Adapter & Hose Installation

A) Install item (2) with hose clamps, on power unit column

side connecting it to the cylinder (1) ﬁrst.

B) Install item (3) with hose clamps starting at left

column cylinder (5) and working toward the right column.

All excess hose should be at bends & inside overhead

assembly.

C) Connect item (2) & item (3) to Tee (4).

IMPORTANT: All O-ring face seal connections should be

torqued to 18-20 ft. lbs.

NOTE: Route Power Unit hose inside columns using slots

provided at column base, Fig. 11, Fig. 12, and Fig. 13. Route

Overhead Hose in column channel on outside of column to

inside of column extensions. Attach to column extensions

with pipe clamp and route up and thru hole in each end of

the overhead.

COLUMN EXTENSION

HOSE ROUTING

HOSE CLIP

LOCATION

HOSE CLIP

LOCATION

Fig. 12

Fig. 11

1st Cable2nd Cable

Upper Sheaves

Lower Sheaves

Long Cable Threads

Located on Top

ITEM QTY. DESCRIPTION

1 2 Hydraulic Cylinder

2 1 Power Unit Hose

3 1 Overhead Hose

4 1 Branch Tee

5 3 Hose Clips(5/8")

5 3 5/16"-18NC x 3/8” lg. PHMS

6 1 Hose Clips(1/2")

6 1 5/16"-18NC x 3/8” lg. PHMS

7 4 Hose Clips(5/8")

7 4 5/16"-18NC x 1/2” lg. PHMS

7 4 5/16"-18NC Nut

12. Equalizer Cables: Fig. 15 describes general cable

arrangements. It is easier to tie-off lower (short) cable

studs ﬁrst. Notice, long cable studs must be located on

top, Fig. 14.

A) Run cable stud up through the lower tie-off plate, and/

or bracket(s), and/or spacer(s) depending on the lift

model, Fig. 15.

B) Push cable up until stud is above top of carriage Fig.

15.

Hose runs down

Passenger

Side

approach side to

cylinder on left column.

Hose runs through holes in

extensions, then through

holes in overhead.

Cylinder bleeders

Torque values

15 ft. lbs. Minimum

20 ft. lbs. Maximum

Fig. 13

Fig. 14

C) Run nylon insert locknut onto studs so that 1/2" ex-

tends out from locknut Fig. 15.

D) Pull cables back down through carriage Fig. 15.

E) Run cable overhead and tie-off top (long) cable studs

and torque to about 100 in-lbs., see Fig. 14 & Fig. 15.

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