Guldmann 2E S SURG_101908_SET.pdf

Guldmann Inc.

14401 McCormick Drive Tampa FL, 33626 Unit A

Toll Free: 1(800)-664-8834 Fax: 1(813)-880-9558

Email: Info@Guldmann.net

NOTES

APPROVED BY:

PROJECT NAME:

SHEET DESCRIPTION:

SHEET NO:

SIGNOFF / APPROVAL NOTES

1. The facility structure capacity must be able to support the load specified on the installation drawing.

2. Electrical power source provided by the facility, position to be verified in the field.

3. Guldmann Inc. reserves the right to slightly modify the track layout if necessary without Facility approval.

This includes lowering the system to avoid ceiling objects.

4. Guldmann Inc. will not be held responsible for any damages, inconvenience, resulting from hitting any non visible conduits during our installation process of which we have not been advised.

5. Modifications of door headers by the facility.

6. Signed drawings are required prior to ordering and installation of ceiling lifts.

This signature of each drawing confirms agreement of all the conditions listed above.

7. Systems are tested at 1.5 times capacity.

550 lbs. tested at 825 lbs.; 770 lbs. tested at 1155 lbs.; 825 lbs. tested at 1238 lbs.; 1100 lbs. tested at 1650 lbs.

MY SIGNATURE BELOW VERIFIES THAT I HAVE:

Reviewed all _____ pages, with a total quantity of _____ room(s), _____ system(s) for the approbation of layout for each room and the approbation of structure for each room.

CUSTOMER

APPROVAL: _____________________________________ DATE: _______________

DATE: DRAWN BY:

ACCURATE TO 4" BASED

ON PDF CONVERSION

VA Loma Linda Healthcare System

VALL 2E S SURG

11201 Benton St.

Loma Linda, CA 92357

PROJECT ID:101908

VALL 2E S SURG

FACILITY SIGNOFF

GUL101

ETS03/17/2020

8 4 4

HOIST = 770 LBS.1.

FLUSH RECESSED / ROOM COVERING2.

CEILING HEIGHT = 9' - 0"3.

INTERSTITIAL FLOOR = 9' - 10"

ATTACHMENT TYPE =4.

TOP OF I-BEAM IN INTERSTITIAL FLOOR

Revision Schedule

Date Issued by Letter Description

SPAN = 6' - 9" O.C.

EACH FIXED RAIL TO

HAVE x1 PARALLEL & x2 PERPENDICULAR

STABILIZERS

ALL JOINTS MUST HAVE x1 PARALLEL & x1

PERPENDICULAR STABILIZER

SEE SPAN CHART

S E

E S

P A

N C

H A

R T

SEE SPAN CHART

± 22°

STABILIZERS CAN BE ROTATED 180°

Fixed rail systems Fixed rail systems must be connected by Guldmann Service Team or by a qualified installer.

A Guldmann class I transformer must be used.

Installation to follow existing rules for authorized electricians and according to IEC/UL 60601-1.

Terminals on transformers Class I Double-insulated UL approved cable must be used (Cable specification: UL category: AVLV2, min.300V, min.

80° C, min. 18AWG (1 mm2 )) Transformer DK-13991 In:

Terminal 1 = N Terminal 2 = 100-115V AC Terminal 3 = 230V AC Terminal 4 = Protective ground Out:

Terminal 5 = 33V AC Terminal 6 = 33V AC

POWER TO BE WITHIN 15 FT OF END OF FIXED RAIL

Guldmann permanent mounted ceiling aluminium rail

Hoist with trolleys movable in rail

Protective Plast Enclosure

UL approved 400V cable, green, min. 14 AWG

Protective Ground

M1

UL approved 400V double isolated cable, min. 18 AWG

ON/OFF

UL approved 400V double isolated cable, min. 18 AWG

T ra n s fo rm e r

D K

-1

Main power Permanent installation Specification of breaker:

> 1 Amp capacity Line must always be broken

L1

AC/DC charger

Main Motor Control

Emergency Stop

Safety Circuit Emergency down

Motor Function Selector Switch0 1

V A

C

U S

V

A C

P ro te c ti ve

G ro u n d

V A

C

V A

C1 A

T

.5

A T

Green Light ON (or ON / OFF - sign)

MAX

PROJECTION

MAX DISTANCE BETWEEN VERTICAL SUPPORTS

A

B

C

A

B

C

A

B

C

A

B

C

A

B

C

A

B

C

X

X

X

RAIL

RAIL

RAIL

RAIL

RAIL

RAIL

INCH

METER

,23

,7

1,2

39 49 59 68 78 118 137 147 157 177 187 206 215 236 246 264

1,0 1,25 1,5 1,75 2,0 3,0 3,5 3,75 4,0 4,5 4,75 5,25 5,5 6,0 6,25 6,75

MAX. 175 KG (385 LBS.)

MAX. 205 KG (450 LBS.)

MAX. 255 KG (560 LBS.)

MAX. 300 KG (660 LBS.)

MAX. 350 KG (770 LBS.)

MAX. 375 KG (825 LBS.)

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

A-RAIL

WEIGHT: 2.6 KG/M

(1.75 LBS/FT)

B-RAIL

WEIGHT: 5.0 KG/M

(3.36 LBS/FT)

C-RAIL

WEIGHT: 6.0 KG/M

(4.03 LBS/FT)

(2 1/2")

62 mm.

(2

/4

,5 m m

(2 1/2")

62 mm.

(5 m m

(2 1/2")

62 mm.

(6

/3 m m

A

B

C

RAIL MAX. 400 KG (880 LBS.)

X

X

X

A

B

C

RAIL MAX. 500 KG (1100 LBS.)

X

X

X

7,25

8,0

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

SPRING PLATE

AVAILABLE FOR A & B RAIL

FLUSH CEILING PROFILE LIP IS 7/16" X 3/8"

CUT 12 - 15 MM OF THE 2 LONGITUDE

SCREW FOR

PROFILE END

m m

/2 m m

/4

,5 m m

M

IN

m m

/4

DEPTH = 205 mm (8 1/4")

345 mm (13 3/4")

A

B

C

D

E

F

G

H

I

J

K

Ceiling bracket standard

A / B / C

Basic High M

Basic High M

Dimensions

205 mm

580 mm

345 mm

24 mm

58.5 / 125 / 170 mm

156 mm

184 mm

284 mm

2500 mm

970 mm

340 mm

8"

22.8"

13.5"

1.5"

2.2 / 4.9 / 6.6"

6.29"

7.2"

11.38"

98"

38"

13.3"

H

A

E D

F

C

G I

B

K J

Guldmann Inc.

14401 McCormick Drive Tampa FL, 33626 Unit A

Toll Free: 1(800)-664-8834 Fax: 1(813)-880-9558

Email: Info@Guldmann.net

NOTES

APPROVED BY:

PROJECT NAME:

SHEET DESCRIPTION:

SHEET NO:

DATE: DRAWN BY:

VALL 2E S SURG

GEN. INFO

GUL102

ETS03/17/2020

PROJECT ID:101908

NTS

BRACING + SUPPORT

NTS

GH3 TRANSFORMER

HOIST = 770 LBS.1.

FLUSH RECESSED / ROOM COVERING2.

CEILING HEIGHT = 9' - 0"3.

INTERSTITIAL FLOOR = 9' - 10"

ATTACHMENT TYPE =4.

NTS

RAIL SPAN CHART

Revision Schedule

Date Issued by Number

TOP OF I-BEAM IN INTERSTITIAL FLOOR

NTS

FLUSH CEILING PROFILE

NTS

GH3 HOIST DIMS

NTS

GH3 PATIENT SLING DIMS

SUSPENSION ROD MAY ATTACH

ANYWHERE BETWEEN CLAMPS

1. THIS OSHPD PREAPPROVAL OF MANUFACTURER'S CERTIFICATION (OPA) IS BASED ON THE CBC 2013. THE DEMAND (DESIGN FORCES)

FOR USE WITH THIS OPA SHALL BE BASED ON THE CBC 2013.

2. THIS DOCUMENT MAY ONLY BE USED WITH THE EXPRESS WRITTEN CONSENT OF GULDMANN FOR EACH SPECIFIC SITE & LOCATION.

THIS DOCUMENT IS INVALID WITHOUT SUCH CONSENT. ONLY FITTERS APPROVED BY GULDMANN SHALL INSTALL THIS LIFT SYSTEM.

3. ANCHORAGE DESIGN PER 2013 CALIFORNIA BUILDING CODE - SECTION 1613A & ASCE 7-10 CHAPTERS 12 AND 13.

CALCULATIONS FOR ANCHORAGE TO BE CONDUCTED BY ENGINEER OF RECORDS FOR THIS PROJECT.

4. THIS PROJECT IS SUBJECT TO OSHPD INSPECTIONS PER CBC, TITLE 24. SUBMIT REPORTS TO THE ARCHITECT, OSHPD, ENGINEER AND HOSPITAL. THE FOLLOWING TESTING AND SPECIAL INSPECTION SERVICES SHALL BE PERFORMED BY A QUALIFIED TESTING

AGENCY OR IOR IN ACCORDANCE WITH THE CBC, TITLE 24:

4.1. REVIEW MILL CERTIFICATES

4.2. TEST UNIDENTIFIED STEEL

4.3. INSTALLATION TORQUE OF ALL BOLTING

4.3.1. 31 ft-lb FOR M10

4.3.2. 50 ft-lb FOR 1/2"�

4.4. INSTALLATION OF EXPANSION ANCHORS PER MANUFACTURES GUIDELINES.

4.5. LOAD TESTING OF INSTALLED SYSTEM

5. STEEL GRADES:

W SHAPES ASTM A-992

MISC SHAPES & PLATES ASTM A-36

PIPE ASTM A-53 GRADE B

MACHINE BOLTS ASTM A-307 (MB)

M10 BOLTS GRADE 8.8 (MANUF SUPPLIED)

6. WORKMANSHIP AND DETAILS SHALL CONFORM TO THE AISC SPECIFICATIONS AND THE CBC.

7. BOLT HOLES SHALL BE 1/16" LARGER IN DIAMETER THAN THE BOLT.

8. ANY FIREPROOFING REMOVED FROM (E) ELEMENTS SHALL BE REPLACED WITH THE SAME THICKNESS OF THE SAME OR BETTER

MATERIAL AND MEET ALL APPLICABLE CURRENT BUILDING CODE REQUIREMENTS. THIS SHALL BE PERFORMED BY GC APPOINTED

(CERTIFIED) INSTALLER.

9. ALL UNISTRUT PARTS SHALL BE ELECTRO-GALVANIZED (EG) OR PREGALVANIZED (PG). CUT ENDS AND SCRATCHING OF

GALVANIZING SHALL RECEIVE A COAT OF COLD GALVANIZING PAINT.

P1000 AND ROD STIFFENERS NOT REQUIRED

WHEN SUPPORT ROD LENGTH IS LESS THAN 10"

STEEL BEAM

1/2"� ALL THREAD ROD

BEAM CLAMP

P2787EG

1" MIN.

SOLID STRUT PER SPAN

REQUIREMENTS

1/2" HEX NUT, STRUT NUT,

1/4"THK.x1 5/8"SQ. STEEL WSHR.

GULDMANN CEILING

BRACKET KIT

ROD STIFFENER

P2486EG @ MAX 20" O.C.

15/8"x 15/8"x12GA. SLOTTED STRUT

GULDMANN

PARALLEL RAIL (SUPPORT RAIL)

1" MIN.

NOTE: STABILIZERS ONLY REQUIRED WHEN

DROP HEIGHT IS GREATER THAN 10"

GULDMANN

PARALLEL RAIL (SUPPORT RAIL)

GULDMANN

PARALLEL RAIL

GULDMANN

PARALLEL RAIL

SCHEMATIC PLAN (ROOM COVER SYSTEM)1

NOTES3SCHEMATIC SECTION ABOVE STEEL FRAMING

4 SCHEMATIC SECTION ABOVE STEEL FRAMING

CONNECTION AT CEILING6

SPLIT RAIL (FOR CURTAIN)8

GENERAL NOTES:

CEILING BRACKET DIMENSIONS2

PART# INCLUDES M10 BOLTS AND ALL PARTS FOR BRACKET TO RAIL CONN.

SEE GENERAL NOTES FOR TORQUE REQUIREMENTS

SUSPENSION POINT AT OBSTRUCTION10

SUPPORT RAIL PROPERTIES7

PART# INCLUDES M10 BOLTS AND ALL PARTS FOR BRACKET TO RAIL CONN.

SEE GENERAL NOTES FOR TORQUE REQUIREMENTS

CROSS RAIL TO PARALLEL RAIL CONN9

SEE DETAIL 5 OTHERWISE

GULDMANN CEILING

BRACKET PER DETAIL 2

GULDMANN CEILING

BRACKET PER DETAIL 2

PROVIDE SUSPENSION ROD

EA SIDE OF GAP PER DETAIL 5

CROSS RAIL:

CAN BE MOUNTED FLUSH TO

OR BELOW SUPPORT RAIL

PER DETAIL 9

27" MAX

47" MAX

SEE DETAIL 1 FOR SPAN

TRAVERSE TROLLEY BY GULDMANN

(S235JRG2 STEEL)

PART# 550076 (880# cap)

(554189 FOR PARALLEL RAIL FLUSH TO CLG)

OR

550078 (1100# cap)

(554546 FOR PARALLEL RAIL FLUSH TO CLG)

Guldmann Inc.

14401 McCormick Drive Tampa FL, 33626 Unit A

Toll Free: 1(800)-664-8834 Fax: 1(813)-880-9558

Email: Info@Guldmann.net

NOTES

APPROVED BY:

PROJECT NAME:

SHEET DESCRIPTION:

SHEET NO:

DATE: DRAWN BY:

SEE 3/GUL102 FOR RAIL SPANS & ADDITIONAL DIMENSIONS

VALL 2E S SURG

ATTACHMENT

GUL103

ETS03/17/2020

PROJECT ID:101908

HOIST = 770 LBS.1.

FLUSH RECESSED / ROOM COVERING2.

CEILING HEIGHT = 9' - 0"3.

INTERSTITIAL FLOOR = 9' - 10"

ATTACHMENT TYPE =4.

Revision Schedule

Date Issued by Number

TOP OF I-BEAM IN INTERSTITIAL FLOOR

INTERSTITIAL SPACE ONLY 9 INCHES, NO STABILIZERS REQUIRED

/4

H O

IS

T

/2

T R

A V

E R

S E

C E

IL

IN

G

GUL104

/2

/8

CEILING

/4

Guldmann Inc.

14401 McCormick Drive Tampa FL, 33626 Unit A

Toll Free: 1(800)-664-8834 Fax: 1(813)-880-9558

Email: Info@Guldmann.net

NOTES

APPROVED BY:

PROJECT NAME:

SHEET DESCRIPTION:

SHEET NO:

DATE: DRAWN BY:

SEE 3/GUL102 FOR RAIL SPANS & ADDITIONAL DIMENSIONS

VALL 2E S SURG

PROJECT DETAILS

GUL104

ETS03/17/2020

PROJECT ID:101908

HOIST = 770 LBS.1.

FLUSH RECESSED / ROOM COVERING2.

CEILING HEIGHT = 9' - 0"3.

INTERSTITIAL FLOOR = 9' - 10"

ATTACHMENT TYPE =4.

Revision Schedule

Date Issued by Number

TOP OF I-BEAM IN INTERSTITIAL FLOOR

1" = 1'-0"

ELEVATION VIEW

1 1/2" = 1'-0"

CEILING DETAIL

/4

/4

7' - 5" 1"

CURTAIN TRACK

Guldmann Inc.

14401 McCormick Drive Tampa FL, 33626 Unit A

Toll Free: 1(800)-664-8834 Fax: 1(813)-880-9558

Email: Info@Guldmann.net

NOTES

APPROVED BY:

PROJECT NAME:

SHEET DESCRIPTION:

SHEET NO:

DATE: DRAWN BY:

SEE 3/GUL102 FOR RAIL SPANS & ADDITIONAL DIMENSIONS

ACCURATE TO 4" BASED

ON PDF CONVERSION

VALL 2E S SURG

ROOM 106

GUL105

ETS03/17/2020

PROJECT ID:101908

A rail

B rail

Ceiling bracket, Extended

Hoist

KEY

Hoist Transformer

HOIST = 770 LBS.1.

FLUSH RECESSED / ROOM COVERING2.

CEILING HEIGHT = 9' - 0"3.

INTERSTITIAL FLOOR = 9' - 10"

ATTACHMENT TYPE =4.

TOP OF I-BEAM IN INTERSTITIAL FLOOR

Revision Schedule

Date Issued by Number

3/4" = 1'-0"

ROOM 106

/4

/2

/8

10' - 5 3/4" 1"

CURTAIN TRACK

Guldmann Inc.

14401 McCormick Drive Tampa FL, 33626 Unit A

Toll Free: 1(800)-664-8834 Fax: 1(813)-880-9558

Email: Info@Guldmann.net

NOTES

APPROVED BY:

PROJECT NAME:

SHEET DESCRIPTION:

SHEET NO:

DATE: DRAWN BY:

SEE 3/GUL102 FOR RAIL SPANS & ADDITIONAL DIMENSIONS

ACCURATE TO 4" BASED

ON PDF CONVERSION

VALL 2E S SURG

ROOM 135

GUL106

ETS03/17/2020

PROJECT ID:101908

HOIST = 770 LBS.1.

FLUSH RECESSED / ROOM COVERING2.

CEILING HEIGHT = 9' - 0"3.

INTERSTITIAL FLOOR = 9' - 10"

ATTACHMENT TYPE =4.

TOP OF I-BEAM IN INTERSTITIAL FLOOR

Revision Schedule

Date Issued by Number

A rail

B rail

Ceiling bracket, Extended

Hoist

KEY

Hoist Transformer

3/4" = 1'-0"

ROOM 135

1" 8' - 8 3/8"

CURTAIN TRACK

Guldmann Inc.

14401 McCormick Drive Tampa FL, 33626 Unit A

Toll Free: 1(800)-664-8834 Fax: 1(813)-880-9558

Email: Info@Guldmann.net

NOTES

APPROVED BY:

PROJECT NAME:

SHEET DESCRIPTION:

SHEET NO:

DATE: DRAWN BY:

SEE 3/GUL102 FOR RAIL SPANS & ADDITIONAL DIMENSIONS

ACCURATE TO 4" BASED

ON PDF CONVERSION

VALL 2E S SURG

ROOM 141

GUL107

ETS03/17/2020

PROJECT ID:101908

HOIST = 770 LBS.1.

FLUSH RECESSED / ROOM COVERING2.

CEILING HEIGHT = 9' - 0"3.

INTERSTITIAL FLOOR = 9' - 10"

ATTACHMENT TYPE =4.

TOP OF I-BEAM IN INTERSTITIAL FLOOR

Revision Schedule

Date Issued by Number

A rail

B rail

Ceiling bracket, Extended

Hoist

KEY

Hoist Transformer

3/4" = 1'-0"

ROOM 141

GUL104

/8

11' - 11" 1"

CURTAIN TRACK

Guldmann Inc.

14401 McCormick Drive Tampa FL, 33626 Unit A

Toll Free: 1(800)-664-8834 Fax: 1(813)-880-9558

Email: Info@Guldmann.net

NOTES

APPROVED BY:

PROJECT NAME:

SHEET DESCRIPTION:

SHEET NO:

DATE: DRAWN BY:

SEE 3/GUL102 FOR RAIL SPANS & ADDITIONAL DIMENSIONS

ACCURATE TO 4" BASED

ON PDF CONVERSION

VALL 2E S SURG

ROOM 145

GUL108

ETS03/17/2020

PROJECT ID:101908

HOIST = 770 LBS.1.

FLUSH RECESSED / ROOM COVERING2.

CEILING HEIGHT = 9' - 0"3.

INTERSTITIAL FLOOR = 9' - 10"

ATTACHMENT TYPE =4.

TOP OF I-BEAM IN INTERSTITIAL FLOOR

Revision Schedule

Date Issued by Number

A rail

B rail

Ceiling bracket, Extended

Hoist

KEY

Hoist Transformer

1/2" = 1'-0"

ROOM 145