1 Guldmann Ceiling Lift Install Puget Sound CT_102962_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 Puget Sound Puget Sound CT

1660 South Columbian Seattle Washington 98108

PROJECT ID:102962

Puget Sound CT

FACILITY SIGNOFF

GUL101

MCA03/21/2022

9 2 2

HOIST = 770 LBS1.

NON-RECESSED / TYPE B2.

CEILING HEIGHT = 8' - 0"3.

AFF TO DECK = 22' - 0 3/4"

ATTACHMENT TYPE =4.

Revision Schedule

Date Issued by Letter Description

INTERSTITIAL FLOOR

METAL PAN DECK

VERIFY INTERSTITIAL

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:

≥ 2.5 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 ct iv e

G ro un d

V

A C

V

A C1 A

T

.5

A T

Green Light ON (or ON / OFF - sign)

Licensed Electrician to perform hardwire to transformer

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

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

425 mm

2500 mm

970 mm

340 mm

8"

22.8"

13.5"

1.5"

2.2 / 4.9 / 6.6"

6.29"

7.2"

16.75"

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:

Puget Sound CT

GEN. INFO

GUL102

MCA03/21/2022

PROJECT ID:102962

NTS

1 BRACING + SUPPORT

NTS

2 GH3 TRANSFORMER

HOIST = 770 LBS1.

NON-RECESSED / TYPE B2.

CEILING HEIGHT = 8' - 0"3.

AFF TO DECK = 22' - 0 3/4"

ATTACHMENT TYPE =4.

NTS

3 RAIL SPAN CHART

Revision Schedule

Date Issued by Number

NTS

GH3 PATIENT SLING DIMS

INTERSTITIAL FLOOR

CEILING BRACKET DIMENSIONS

SCHEMATIC PLAN (ROOM COVER SYSTEM)

SUPPORT RAIL PROPERTIES-TYP

NOTES

RAIL GAP FOR CURTAINSUSPENSION ROD CONN. CONC & MTL PAN

CONNECTION AT CEILING

RAIL

A

B

C

CANTILEVER

9"

27"

47"

450 LBS 560 LBS 660 LBS 770 LBS 825 LBS 1100 LBS

80"

210"

320"

70"

190"

290"

60"

180"

270"

60"

160"

250"

50"

160"

234"

50"

140"

210"

BRACES MAY BE ORIENTED 180°

FROM THAT SHOWN

SUSPENSION

ROD

SEE GULDMANN SPAN BASED ON HOIST

4" MIN

9" MAX FOR 'A' RAIL

27" MAX FOR 'B' RAIL

47" MAX FOR 'C' RAIL

TYPE 'A' 'B' OR 'C'

PARALLEL RAIL

(SUPPORT RAIL)

S E

E G

U L

D M

A N

N S

P A

N B

A S

E D

O N

H O

IS

T

LIFT SLIDES IN CROSS RAIL

AND CROSS RAIL SLIDES IN

PARALLEL RAILS

PROVIDE INTERMEDIATE

SUPPORT & TRANSVERSE

BRACE AS NEEDED SO THAT

SUPPORT RAIL SPAN DOES NOT

EXCEED THAT SHOWN

SEE

T Y

P E

'A

B ' O

R 'C

C

R O

S S

R A

IL

(S

L

ID

IN

G

R A

IL

PROVIDE BRACE PERPENDICULAR OR PARALLEL/SUPPORT RAIL

AT EACH CEILING BRACKET AND BRACE

PARALLEL TO RAIL AT ONE END OF EACH RAIL SECTION

BRACES MAY BE +/- 10° FROM

BEING PARALLEL/PERPENDICULAR

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

SEE GENERAL NOTES FOR TORQUES REQUIREMENTS

GULDMANN PART# 550402

MANUFACTURED OF S235JRG2 STEEL

Fy = 30 KSI

(CAP = 1595 LBS)

3/16"

5mm

1"

25mm

2 - 3/16"

55.5mm

2 - 3/16"

55.5mm

-9

/1 m m m m

(6 .6 m m

(4 .9

.5 m m

(2 .3

RAILS ARE

MANUFACTURED

OF 6063-T66

ALUMINUM

Fy = 35.5 ksi E = 10,000 ksi

62mm

(2.44")

62mm

(2.44")

62mm

(2.44")

RAIL A RAIL B RAIL C

RAIL A RAIL B RAIL C

1.78 3.41 4.03

45.335 380.285 883.869

105.92961.21816.030

1.089 9.136 21.235

6.4640.978 3.736

WT (plf) lx (cm^4)

Sx (cm^3) lx (in^4)

Sx (in^3)1 5/8" MAX

PARALLEL /

SUPPORT RAIL

UNISTRUT P1000PERP BRACE

NOT SHOWN

PROVIDE PERP BRACE AT EACH SUSPENSION ROD AND

PARALLEL BRACE AT ONE END OF EACH RAIL SECTION

EACH SIDE OF GAP

NYLOCK & LOCK WASHERGULDMANN CEILING

BRACKET PER

PARALLEL /

SUPPORT RAIL8

M

A X

MINIMUM 3/4"Ø

STD PIPE SPACER.

NOT REQUIRED FOR

FLUSH SUPPORT RAIL

CEILING TILE

FIRE CAULK

STD NUT (SNUG TIGHT),

LOCK WASHER

1/2" X 1 1/2" HEX BOLT,

LOCK WASHER, P3010

NUT, P1354A HINGED

BRACKET

FIRE CAULK

CEILING TILE

4" MAX

PARALLEL RAIL /

SUPPORT RAIL

P2486 ROD STIFFENER

@ OC 20" AND 1" MAX

EA. END

GENERAL NOTES:

1. EARTHQUAKE DESIGN DATA:

DESIGN STANDARDS: ASCE 7-10

VA HANDBOOK H-18-8

RISK CATEGORY: IV

SEISMIC IMPORTANCE FACTOR: 1.5

SPECTRAL RESPONSE ACCELERATION PARAMETERS: SS = 1.468 S1 = 0.565

SITE CLASS: D

DESIGN SPECTRAL RESPONSE ACCELERATION PARAMETERS: SDS = 0.978 SD1 = 0.565

SEISMIC DESIGN CATEGORY: D

COMPONENT IMPORTANCE FACTOR: IP = 1.5

COMPONENT AMPLIFICATION FACTOR: aP = 1.0

COMPONENT RESPONSE MODIFICATION FACTOR: RP = 2.5

HORIZONTAL SEISMIC DESIGN FORCE: FP = 1.733WP

VERTICAL SEISMIC DESIGN FORCE: EV = 0.32WP

LIMITING DEFLECTION: L/360 FOR LIVE LOAD

DESIGN BASIS: ALLOWABLE STRESS DESIGN (ASD) FOR ALL MEMBERS EXCEPT CONCRETE

ULTIMATE STRENGTH DESIGN (USD) FOR REINFORCED CONCRETE MEMBERS

2. AT THE DISCRETION OF THE HOSPITAL ENGINEER, THIS PROJECT IS SUBJECT TO

INSPECTIONS. SUBMIT REPORTS TO THE HOSPITAL ENGINEER. THE FOLLOWING

TESTING AND SPECIAL INSPECTION SERVICES MAY BE PERFORMED BY A

QUALIFIED INSPECTOR OF RECORD (IOR) HIRED BY THE HOSPITAL:

2.1 REVIEW MILL CERTIFICATES *

2.2 TEST UNIDENTIFIED STEEL *

2.3 INSTALLATION TORQUE OF ALL BOLTING **

2.3.1 31 FT-LB FOR M10

2.3.2 50 FT-LB FOR 1/2" Ø

2.4 LOAD TESTING OF INSTALLED SYSTEM **

* - PERFORMED BY IOR

** - PERFORMED BY INSTALLER, REVIEW BY IOR

3. STEEL GRADES:

W SHAPES: ASTM A-992

MISC SHAPES & PLATES: ASTM A-36

TUBES: ASTM A-500, GRADE B

PIPE: ASTM A-53

MACHINE BOLTS: ASTM A-307, SAE J429 GR 2

THREADED RODS: ASTM F1554 GR36

4. WORKMANSHIP AND DETAILS SHALL CONFORM TO THE AISC SPECIFICATIONS UNLESS NOTED

OTHERWISE

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

6. ANY FIREPROOFING REMOVED FROM THE (E) STEEL BEAMS SHALL BE

REPLACED WITH SAME THICKNESS OF THE SAME OR BETTER MATERIAL AND

MEET ALL APPLICABLE CURRENT BUILDING CODE REQUIREMENTS

7. ALL UNISTRUT PARTS SHALL BE ELECTRO-GALVANIZED (EG) OR PRE-GALVANIZED

(PG). CUT ENDS AND SCRATCHING OF GALVANIZING SHALL RECEIVE A COAT OF

COLD GALVANIZING PAINT

8. ALL HARDWARE MAYBE REPLACED W/ EQUIVALENT OR STRONGER,

SPECS MUST BE PROVIDED.

VERIFY

SCHEMATIC SECTION UNDER CONC. FRAMING

SCHEMATIC SECTION UNDER STEEL FRAMING

SUSPENSION ROD TO CONC. BEAM

SUSPENSION ROD TO STEEL BEAMS

CONCRETE FLOOR

FRAMING

CEILING

PATIENT

LIFT

(LIVE LOAD)

GH3 LIFT MECHANISM

RAIL DESIGNED FOR UP TO 1100 LBS CAPACITY

CROSS RAIL: CAN BE MOUNTED

FLUSH TO OR BELOW

SUPPORT RAIL PER:

CONCRETE FLOOR FRAMING

UNISTRUT PER

SCHED @

BEVELED WASHER

HINGE FITTING AND

DIAGONAL BRACE

PARALLEL TO CONC. BEAM,

AS INDICATED ON

HANGER ROD

1/2"Ø ALL THREAD

UNISTRUT HHCS 1/2" X

1 1/2", LOCK WASHER,

P3010 NUT, 90°

BRACKET P1068

ROOF ABOVE

(E) STEEL BEAM

PARALLEL /

SUPPORT RAIL

GH3 LIFT MECHANISM

RAIL DESIGNED FOR UP TO 1100 LBS CAPACITY

PATIENT

LIFT

(LIVE LOAD)

C

4" MIN4" MIN

4" MIN

UNISTRUT P1000

UNISTRUT P2785 BEAM CLAMP

3/4" MAX FLANGE THICKNESS

UNISTRUT BEAM CLAMP 3/4" MAX FLANGE THICKNESS

P1000 - USE P2785

P1001, P5000, P5500 - USE P2786

P5001, P5501 - USE P2787

UNISTRUT PER

SCHED @

UNISTRUT PER

SCHED @

EXTEND UNISTRUT

TO TOE OF FILLET

UNISTRUT BEAM CLAMP 3/4" MAX

FLANGE THICKNESS

P1000 - USE P2867

P1001, P5000, P5500 - USE P2867A

P5001, P5501 - USE P2867B

M A

X

BRACE CONNECTION AT CONC. FRAMING

CONCRETE FLOOR FRAMING

BRACE

CONCRETE

FLOOR FRAMING

1/2"Ø ALL THREAD OR KB-TZ,

BEVELED WASHER(2),

STD NUT(2), LOCK WASHER(2)

CENTER ROD OR

ANCHORS IN DEPTH

OF BEAM

1/2" X 1 1/2" HEX

BOLT, LOCK

WASHER,P3010

NUT, P1354A

HINGED BRACKET

BRACE PERPENDICULAR TO CONC. BEAM

BRACE PARALLEL TO CONC. BEAM

1/2" Ø - DRILL THROUGH

CONC. BEAM; ONLY WHEN

CONCRETE BEAM IS ≤ 8". OR

USE 1/2" DIA HILTI KB-TZ

BOLTS X 2-3/8" EMBED, MIN.

OF 4" WIDE MEMBER,

ANCHOR TO BE MIN OF 3"

FROM BOTTOM OF THE

MEMBER

P1068 (I.E. NO HINGE)

SEE

M

IN

1/2" X 1 1/2" HEX BOLT, LOCK

WASHER, P3010 NUT, P1354A

HINGED BRACKET

BRACE - SKEW TO SIDE AND

LENGTHEN AS REQUIRED TO

REMAIN WITHIN 10° OF BEING

PERP OF PARALLEL TO RAIL

ALTERNATE: PROVIDE

P1000 BTWN CONC. BEAMS SIM TO

AND CONN BRACE TO BOTTOM OF P1000 W/ P1354A

12" O.C.

M

IN

UNISTRUT P1000

KB-TZ MUST BE 1"

FROM FLUTE

CONCRETE OVER MTL DECK FLR/RF ABV:

3" OR 1 1/2" 20 GA (MIN) METAL DECK W/ 3000PSI (MIN)

NORM OR SAND LT WT CONC FILL, 4 1/2" TOTAL MIN THICKNESS

SUSPENSION CONN. TO STRUT SIM TO

BRACE AS INDICATED ON PLAN -

MAY BE PARALLEL OR PERP. TO

UNISTRUT ATTACHED TO DECK

1/2" X 1 1/2" HEX BOLT, LOCK WASHER,

P3010 NUT, P1354A HINGED BRACKET

FIELD DRILL 1/2" DIA

HOLES X 2-5/8" DEEP FOR

(2) 1/2" DIA HILTI KB-TZ

BOLTS X 3-3/4",

MIN EMBEDMENT OF 2",

SEE DETAIL

CEILING

PARALLEL /

SUPPORT RAIL

CEILING

M

IN

12" O.C.

UNISTRUT P1000

KB-TZ MUST BE 1"

FROM FLUTE

CONCRETE OVER MTL DECK FLR/RF ABV:

3" OR 1 1/2" 20 GA (MIN) METAL DECK W/ 3000PSI (MIN)

NORM OR SAND LT WT CONC FILL, 4 1/2" TOTAL MIN THICKNESS

3" MIN6" O.C.MIN 8"

TO ANY JOINT

CONCRETE FLR/RF ABV:

3000PSI (MIN) NORM OR SAND LT WT CONC, 6" MIN THICKNESS

M A

X

HANGER ROD

1/2"Ø ALL THREAD

SEE 11A

PROVIDE SUSPENSION

ROD EA SIDE OF GAP

FIRE CAULK

B

A

GUL103.1

GUL103.1

GUL103.1

12A

GUL103.1

GUL103.1

GUL103.1

GUL103.1

GUL103.1

GUL103.1

GUL103.1

GUL103.1

A

A

B

B

(E) STEEL BEAM

(E) STEEL BEAM

(E) STEEL BEAM

2 1

5 3

9 8

BRACE CONN. AT CONCRETE

BRACE CONN. AT STEEL FRAMING

TYPICAL BRACING

PARALLEL /

SUPPORT RAIL

FOR CONNSEE

AT CEILING

UNISTRUT P1000

1/2" X 1 1/2" HEX

BOLT, LOCK

WASHER, P3010 NUT,

P1354A HINGED

BRACKET

P2486 ROD STIFFENER

@ OC 20" AND 1" MAX

EA. END

P1000 UNISTRUT BRACE

AS INDICATED ON

W/ LMAX OF

BRACE NOT TO

EXCEED 12'-0"

30°-65°

SEE DETAILS 12 THRU 15 THIS PAGE

FOR CONN OF BRACE TO STRUCTURE ABV

4" MIN 4" MIN

M A

X

SUSPENSION CONN. TO STRUT SIM TO

UNISTRUT P1000

1/2" X 1 1/2" HEX BOLT,

LOCK WASHER, P3010

NUT, P1354A HINGED

BRACKET

M

IN

3" MIN6" O.C.MIN 8"

TO ANY JOINT

CONCRETE FLR/RF ABV:

3000PSI (MIN) NORM OR SAND LT WT CONC, 6" MIN THICKNESS

BRACE AS INDICATED ON

PLAN - MAY BE PARALLEL

OR PERP. TO UNISTRUT

ATTACHED TO DECK

FIELD DRILL 1/2" DIA

HOLES X 2-5/8" DEEP FOR

(2) 1/2" DIA HILTI KB-TZ

BOLTS X 3-3/4",

MIN EMBEDMENT OF 2",

SEE DETAIL

(E) STEEL BEAM

(E) STEEL BEAM

UNISTRUT P1000

UNISTRUT P2785 BEAM

CLAMP EA SIDE BM

BRACE AS INDICATED ON

PLAN - MAY BE PARALLEL

OR PERP TO UNISTRUT

BRACE AS INDICATED ON PLAN

FIELD DRILL 9/16"

DIAMETER HOLE

1/2" X 1 1/2" HEX BOLT,

LOCK WASHER,

P3010 NUT, P1345A

HINGED BRACKET

1/2" X 1 1/2" HEX BOLT,

LOCK WASHER, P3010 NUT,

P1345A HINGED BRACKET

GUL103.1

GUL103.1

GUL103.1

A

B

SEE DETAIL 9 THIS PAGE

FOR BEAM CONNECTION

CONC. TO BEAM

SIM TO 12

A

B

FIELD DRILL 1/2" DIA

HOLES X 2-5/8" DEEP FOR

(2) 1/2" DIA HILTI KB-TZ

BOLTS X 3-3/4",

MIN EMBEDMENT OF 2",

SEE DETAIL 24

GUL103.1

GULDMANN RAIL SPAN LIMITS BASED ON HOIST SIZE

BRACE CONN. AT METAL PAN DECK13

GUL103.1

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

Puget Sound CT

ATTACHMENT

GUL103

MCA03/21/2022

PROJECT ID:102962

HOIST = 770 LBS1.

NON-RECESSED / TYPE B2.

CEILING HEIGHT = 8' - 0"3.

AFF TO DECK = 22' - 0 3/4"

ATTACHMENT TYPE =4.

Revision Schedule

Date Issued by Number

INTERSTITIAL FLOOR

17 SUSPENSION POINT AT OBSTRUCTION

HIGH BRIDGE

OBSTRUCTION

OBSTRUCTION

OBSTRUCTION

MINIMUM 3/4" Ø

STD PIPE SPACER

STD BRIDGE

UNISTRUT

PER SCHEDULE

P2486 ROD STIFFENER

@ OC 20" AND 1" MAX EA. END

1/2" X 1 1/2" HEX BOLT, LOCK

WASHER, P3010 NUT, P1354A

HINGED BRACKET

TABLE IS BASED ON MAX RAIL SPANS IN

SCHEMATIC PLAN. CONTACT SEOR IF ALT

UNISTRUT SPANS ARE NEEDED WHEN

REDUCED RAIL SPANS ARE USED

PROVIDE BRACE PARALLEL TO UNISTRUT AT ONE SUPPORT POINT

AND PERPENDICULAR TO UNISTRUT AT BOTH SUPPORT POINTS.

SUPPORT POINT AT OPPOSITE END OF RAIL WOULD THEN NOT

REQUIRE A BRACE PARALLEL TO THE RAIL

UNISTRUT SPANS (IN)

LIFT

CAP

SIZE CANT.

SIMPLE

SPAN

L B

S

P1000 15 3

CANTILEVERMINIMUM 3/4"Ø

STD PIPE SPACER

UNISTRUT

PER SCHEDULE

P2486 ROD STIFFENER

@ OC 20" AND 1" MAX

EA. END

1/2" X 1 1/2" HEX BOLT, LOCK WASHER,

P3010 NUT, P1354A HINGED BRACKET

(24" MIN)

2X CANTILEVER

PER SCHED

MINIMUM 3/4"Ø

STD PIPE SPACER

UNISTRUT

PER SCHEDULE

P2486 ROD STIFFENER

@ OC 20" AND 1" MAX

EA. END

1/2" X 1 1/2" HEX BOLT, LOCK

WASHER, P3010 NUT, P1354A

HINGED BRACKET

M A

X

CEILING TILE

FIRE CAULK

STD NUT (SNUG TIGHT),

LOCK WASHER

FIELD DRILL, 3 PLACES

M A

X

W /O

U T

B R

A C

IN

G

P5500 29 6

P1001 44 8

P5000 37 9

P5501 75 14

P5001 92 21

CANTILEVER

A

B

C

SEE DETAILS 12 THRU 15 THIS PAGE

FOR CONN OF BRACE TO STRUCTURE ABV

18 FLUSH PARALLEL RAIL AT CEILING

PARALLEL /

SUPPORT RAILCEILING TBAR

CEILING PANEL

TBAR RUNNER ALONG SIDE RAIL.

DO NOT ATTACH TBAR

RUNNER OR CLG PANEL TO RAIL

DOES NOT APPLY

/4

T

Y P

IC

A

L

F

IT

T

IN

G T

H

IC

K N

E S

S

1/2"Ø LOCK WASHER

HANGER ROD

1/2"Ø ALL THREAD

1/2"Ø HEX NUT

P1064 FLAT PLATE OR FITTING

FOR 1/2"Ø HARDWARE

P3010 CHANNEL NUT

SINGLE OR B2B UNISTRUT

HEADER CHANNEL

JAMB 1/2"Ø THREADED HANGER ROD

UP TO BOTTOM OF CHANNEL

/4

T

Y P

IC

A

L

F

IT

T

IN

G T

H

IC

K N

E S

S

1/2"Ø HEX NUT

1/2"Ø HEX NUT

1/2"Ø LOCK WASHER

P1064 FLAT PLATE

OR FITTING FOR

1/2" HARDWARE

BACK TO BACK UNISTRUT

HEADER PER

SCHED @

1/2"Ø THREADED HANGER

ROD FIELD DRILLED

THROUGH BACK TO BACK

UNISTRUT

P1064 FLAT PLATE

OR FITTING FOR

1/2" HARDWARE

1/2"Ø LOCK WASHER

HANGER ROD

1/2"Ø ALL THREAD

TYPICAL THROUGH-BOLT UNISTRUT

CHANNEL HANGER ROD CONNECTION

TYPICAL UNISTRUT CHANNEL HANGER ROD

CONNECTION

GUL103

20 19

SEE DETAILS 12 THRU 15 ON GUL103

FOR CONN TO STRUCTURE ABV

SEE DETAILS 12 THRU 15 ON GUL103

FOR CONN TO STRUCTURE ABV

SUSPENSION AND BRACING FOR COMBI-LOCKS

COMBI-LOCKA-RAIL

TRAVERSE

CEILING

M

A X

FIRE CAULK

MINIMUM 3/4"Ø

STD PIPE SPACER

UNISTRUT P5000

UNISTRUT P1000

1/2" X 1 1/2" HEX BOLT,

LOCK WASHER, P3010 NUT,

P1354A HINGED BRACKET

± 6" 11 3/4" O.C.

P2486 ROD STIFFENER

@ OC 20" AND 1" MAX

EA. END

UNISTRUT P1000

DOES NOT APPLY

± 6"

PROVIDE BRACE PARALLEL TO UNISTRUT AT ONE SUPPORT POINT AND PERPENDICULAR

TO UNISTRUT AT BOTH SUPPORT POINTS. SUPPORT POINT AT OPPOSITE END OF RAIL

WOULD THEN NOT REQUIRE A BRACE PARALLEL TO THE RAIL

SEE DETAILS 12 THRU 15 ON GUL103

FOR CONN TO STRUCTURE ABV

TYPICAL SINGLE UNISTRUT CHANNEL BOLTED

CONNECTION

/4

T

Y P

IC

A

L

F

IT

T

IN

G T

H

IC

K N

E S

S

-3

/1

M

IN

B O

L T

L E

N G

T H

SINGLE HEADER CHANNEL

(P5000 SHOWN)

P3010 CHANNEL NUT

UNISTRUT FITTING FOR 1/2"Ø

HARDWARE

1/2"Ø LOCK WASHER

1/2"Ø X 1-3/16"

(MIN LENGTH) BOLTS

1/2"

7/8" CLEARANCE FOR

SOCKET WRENCH

FIELD DRILL 1/2" DIA

HOLES X 2-5/8" DEEP FOR

(2) 1/2" DIA HILTI KB-TZ

BOLTS X 3-3/4",

MIN EMBEDMENT OF 2"

P1000

ANCHOR INTO CONCRETE

CROSS RAIL TO PARALLEL RAIL CONN22

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

SEE GENERAL NOTES FOR TORQUE REQUIREMENTS

UNDERHUNG

ENDSTOP BY MANUF.

EA END OF CROSS RAIL AND

PARALLEL RAIL

PARALLEL RAIL W/

ENDSTOP BY MANUF.

EA END

BOXED HUNG

PARALLEL RAIL W/

ENDSTOP BY MANUF. EA ENDCROSS RAIL

ENDSTOP BY MANUF.

EA END OF CROSS

RAIL AND PARALLEL RAIL

TRAVERSE TROLLEY BY GULDMANN

(S235JRG2 STEEL)

PART# 550076 (825 LBS CAP)

(554189 FOR PARALLEL RAIL

FLUSH TO CLG, 825 LBS CAP)

OR PART# 550078 (1100 LBS CAP)

(554546 FOR PARALLEL RAIL

FLUSH TO CLG, 1100 LBS CAP)

CROSS RAIL

1" MIN.

ROD STIFFENER

P2486EG @ MAX 20" O.C.

1/2"⌀ ALL THREAD ROD

1⅝" x 1⅝" x 12GA. SLOTTED STRUT

GULDMANN CEILING

BRACKET KIT

GULDMANN

PARALLEL RAIL (SUPPORT RAIL)

(E) STEEL BEAM

SOLID STRUT PER SPAN

REQUIREMENTS

½" HEX NUT, STRUT NUT,

P1064

1" MIN.

BEAM CLAMP

PER STRUT

SUSPENSION ROD MAY ATTACH

ANYWHERE BETWEEN CLAMPS

P1000 AND ROD STIFFENERS NOT REQUIRED

WHEN SUPPORT ROD LENGTH IS LESS THAN 10"

SECTION ABOVE STEEL FRAMING23

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

Puget Sound CT

ATTACHMENT

GUL103.1

MCA03/21/2022

PROJECT ID:102962

Revision Schedule

Date Issued by Number

HOIST = 770 LBS1.

NON-RECESSED / TYPE B2.

CEILING HEIGHT = 8' - 0"3.

AFF TO DECK = 22' - 0 3/4"

ATTACHMENT TYPE =4.

INTERSTITIAL FLOOR

M A

X

4" MAX

12" O.C.

M

IN

CONCRETE OVER MTL DECK FLR/RF ABV:

3" OR 1 1/2" 20 GA (MIN) METAL DECK W/ 3000PSI (MIN)

NORM OR SAND LT WT CONC FILL, 4 1/2" TOTAL MIN THICKNESS

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

Puget Sound CT

ATTACHMENT

GUL103.2

MCA03/21/2022

PROJECT ID:102962

Revision Schedule

Date Issued by Number

HOIST = 770 LBS1.

NON-RECESSED / TYPE B2.

CEILING HEIGHT = 8' - 0"3.

AFF TO DECK = 22' - 0 3/4"

ATTACHMENT TYPE =4.

INTERSTITIAL FLOOR

REFER TO GUL103 FOR CONNECTIONS

/4

T R

A V

E R

S E

GUL104

/8

H O

IS

T

C E

IL

IN

G

12" MIN

/8

/8

/4

/2

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

Puget Sound CT

PROJECT DETAILS

GUL104

MCA03/21/2022

PROJECT ID:102962

HOIST = 770 LBS1.

NON-RECESSED / TYPE B2.

CEILING HEIGHT = 8' - 0"3.

AFF TO DECK = 22' - 0 3/4"

ATTACHMENT TYPE =4.

Revision Schedule

Date Issued by Number

1" = 1'-0"

TYP SYSTEM -ELEVATION

1 : 6

2 TYP SYSTEM- CEILING DETAIL

INTERSTITIAL FLOOR

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

Puget Sound CT

OVERALL

GUL105

MCA03/21/2022

PROJECT ID:102962

HOIST = 770 LBS1.

NON-RECESSED / TYPE B2.

CEILING HEIGHT = 8' - 0"3.

AFF TO DECK = 22' - 0 3/4"

ATTACHMENT TYPE =4.

1/32" = 1'-0"

OVERALL

Revision Schedule

Date Issued by Number

INTERSTITIAL FLOOR

513 SF

CT

2D-150E

AFF

ACT 2x2

8' -0"

145.00°

13' - 1 1/2"

/8

5' - 3"

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

Puget Sound CT

CT 2D-150D

GUL106

MCA03/21/2022

PROJECT ID:102962

HOIST = 770 LBS1.

NON-RECESSED / TYPE B2.

CEILING HEIGHT = 8' - 0"3.

AFF TO DECK = 22' - 0 3/4"

ATTACHMENT TYPE =4.

1/2" = 1'-0"

1 CT 2D-150D

B rail

Ceiling bracket, Extended

Hoist

Stabilizers

KEY

Hoist Transformer

Revision Schedule

Date Issued by Number

VERIFY SYSTEM SIZE AND LOCATION IN FIELD

INTERSTITIAL FLOOR

159 SF

447 SF

CT

2D-150D

AFF

ACT 2x2 8' -0"

H.A.C.

2D-127

CT CONTROL

GUL104

11' - 5" 1"

/8

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

Puget Sound CT

CT 2D-150E

GUL107

MCA03/21/2022

PROJECT ID:102962

B rail

Ceiling bracket, Extended

Hoist

Stabilizers

KEY

Hoist Transformer

HOIST = 770 LBS1.

NON-RECESSED / TYPE B2.

CEILING HEIGHT = 8' - 0"3.

AFF TO DECK = 22' - 0 3/4"

ATTACHMENT TYPE =4.

1/2" = 1'-0"

1 CT 2D-150E

Revision Schedule

Date Issued by Number

INTERSTITIAL FLOOR