VA SD Bldg 11_103067_SET_G.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:

VA San Diego

VA SD BLDG 11

3350 La Jolla Village Dr.

San Diego, CA 92161

PROJECT ID:103067

VA SD BLDG 11

FACILITY SIGNOFF

GUL001

TRC01/15/2023

10 3 3

HOIST = 825 LBS1.

NON - RECESSED / TYPE B2.

CEILING HEIGHT = 9' - 0 ''3.

AFF TO DECK = 13' - 0''

ATTACHMENT TYPE =4.

DROP: I-BEAM, SPAN = 9' - 4''

Revision Schedule

Date Issued by Letter Description

07/29/2022 TRC A ROOM QTY. CONFIRMED AND SET RE-SORTED

03/01/2023 TRC B DRAWINGS REVISED PER UPDATED ROOM MATRIX

03/07/2023 TRC C REVISED PER PRELIM COMMENTS 03/05/2023

03/28/2023 KIT D UPDATED SEISMIC PER ENGINEER

10/30/2024 TRC E ROOMS REMOVED PER NEW MATRIX

07/07/2025 YC F REVISED PER UPDATED ROOM MATRIX AND BACKGROUNDS

01/28/2026 YC G UPDATED ATTACHMENT DETAIL

STABILIZER: METAL PAN

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:

VA SD BLDG 11

SHEET INDEX

GUL002

YC07/07/2025

PROJECT ID:103067

Sheet List

Sheet Number Sheet Name Issue Date Current Revision Current Revision Date

GUL001 FACILITY SIGNOFF 01/15/2023 G 01/28/2026

GUL002 SHEET INDEX 07/07/2025 G 01/28/2026

GUL003 GEN. INFO 01/15/2023 G 01/28/2026

GUL004 ATTACHMENT 01/15/2023 G 01/28/2026

GUL004.1 ATTACHMENT 07/07/2025 G 01/28/2026

GUL005 PROJECT DETAILS 01/15/2023 F 07/07/2025

GUL200 Bldg 11/Lvl 2 07/07/2025 F 07/07/2025

GUL201 2A134 Hygeine 07/07/2025 F 07/07/2025

GUL202 2B125 LAB/EMG 07/07/2025 F 07/07/2025

GUL203 2B168 Exam 07/07/2025 F 07/07/2025

HOIST = 825 LBS1.

NON - RECESSED / TYPE B2.

CEILING HEIGHT = 9' - 0 ''3.

AFF TO DECK = 13' - 0''

ATTACHMENT TYPE =4.

Revision Schedule

Date Issued by Number

07/07/2025 YC F

01/28/2026 YC G

DROP: I-BEAM, SPAN = 9' - 4''

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 c tiv e G ro u nd

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

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"

1.0"

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:

VA SD BLDG 11

GEN. INFO

GUL003

TRC01/15/2023

PROJECT ID:103067

NTS

GH3 TRANSFORMER

HOIST = 825 LBS1.

NON - RECESSED / TYPE B2.

CEILING HEIGHT = 9' - 0 ''3.

AFF TO DECK = 13' - 0''

ATTACHMENT TYPE =4.

Revision Schedule

Date Issued by Number

07/29/2022 TRC A

03/01/2023 TRC B

03/07/2023 TRC C

07/07/2025 YC F

01/28/2026 YC G

NTS

GH3 PATIENT SLING DIMS

SCHEMATIC PLAN (ROOM COVER SYSTEM)

SUPPORT RAIL PROPERTIES-TYP

TYPICAL SUSPENSION ROD AT CEILING CONDITION

SUSPENSION

ROD

SEE GULDMANN SPAN BASED ON HOIST

4" MIN

SEE SCHEDULE BELOW

TYPE A, B, OR C

PARALLEL RAIL

(FIXED 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

PROVIDE INTERMEDIATE HANGER &

TWO-WAY BRACING (AT MID-SPAN

ONLY) WHERE RAIL SPAN EXCEEDS

THE LIMITS SCHEDULED BELOW.

RAILS ARE

MANUFACTURED

OF 6063-T6

ALUMINUM

Fu = 30,000 psi E = 10,100 psi

62mm

(2.44")

RAIL B

STD. NUT & LOCK WASHER

PARALLEL /

FIXED RAIL

1/2"Ø STD PIPE SPACER.

ENDS CUT SQUARE FOR

FULL BEARING EACH END.

CEILING TILE

FIRE CAULK

STD NUT (SNUG TIGHT),

LOCK WASHER

FIRE CAULK

PARALLEL RAIL /

FIXED RAIL

SEE BELOW

TYPICAL HANGER AND BRACE REQUIREMENTS

SUSPENSION ROD TO CONC. BEAM

SUSPENSION ROD TO STEEL BEAMS

CONCRETE FLOOR FRAMING

UNISTRUT PER

SCHED @

UNISTRUT PER

SCHED @

EXTEND UNISTRUT

TO TOE OF FILLET

BRACE CONNECTION AT CONC. FRAMING

CONCRETE FLOOR FRAMING

BRACE

CONCRETE

FLOOR FRAMING

BRACE PERPENDICULAR TO CONC. BEAM

BRACE PARALLEL TO CONC. BEAM

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

WASHER, P3010 NUT,

EATON BLINE B335-2 1/2

THREE HOLE ADJUSTABLE

HINGE

BRACE - SKEW TO SIDE AND

LENGTHEN AS REQUIRED TO

REMAIN WITHIN 10° OF BEING

PERP OF PARALLEL TO RAIL

ALTERNATE: PROVIDE

STRUT BTWN CONC. BEAMS SIM TO

AND CONN. BRACE TO BOTTOM OF

STRUT w/ EATON BLINE B335-2 1/2

THREE HOLE ADJUSTABLE HINGE

FOR STRUT

SEE DETAIL

17/GUL415.1

GUL415.1

GUL415.1

GUL415.1

GUL415.1

GUL415.1

GUL415.1

GUL415.1

(E) STEEL BEAM

(E) STEEL BEAM

(E) STEEL BEAM

7 5

BRACE CONN. AT CONCRETE

GUL415.1

BRACE CONN. AT METAL PAN DECK11

NOTES FOR DETAIL 1

1. PROVIDE TWO-WAY SEISMIC BRACING AT EACH PRIMARY

HANGER LOCATION (4 PAIRS MINIMUM EACH INSTALLATION).

2. SEISMIC BRACES MAY BE ORIENTED 180° FROM THAT SHOWN.

3. BRACES MAY BE ± 10° FROM BEING PARALLEL TO THE RAILS AT

ANY LOCATION.

4. ONE OR MORE BRANCH LINES MAY BE PROVIDED AT ANY

LOCATION. PROVIDE HANGERS, BRACING, AND MAXIMUM SPANS

AS PER DETAIL 26/GUL415.1.

5. SEE DETAIL 5 ON THIS SHEET FOR HANGER AND BRACE

REQUIREMENTS.

PRIMARY

HANGER

BRANCH LINE HANGER

PRIMARY

HANGER

PRIMARY HANGER

LIFT SLIDES IN CROSS RAIL

AND CROSS RAIL SLIDES IN

PARALLEL RAILS

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

COMBI-

LOCK

BRANCH RAIL,

WHERE OCCURS

BRANCH LINE

HANGER

PRIMARY HANGER

NOTE: ALL LATERAL MOVEMENT

OF THE PATIENT IS MANUAL,

MOTORIZED MOVEMENTS

NOT INCLUDED IN THIS OPM.

GUL415.1

GUL415.1

24 TYPICAL @ RAIL

INTERSECTIONS

WT (plf) 1.78 3.41 4.03

RAIL A RAIL B RAIL C

lx (in^4) 1.097 9.097 21.212

Sx (in^3) 0.918 3.671 17.415 ly (in^4) 1.130 1.971 2.355

Sy (in^3) 0.928 1.618 0.691

62mm

(2.44")

62mm

(2.44")

RAIL CRAIL A

m m

(6 .6 m m

(4 .9

.5 m m

(2 .3

4" MAX

M A

X

W.P.

W.P.

NOTES:

1. SEE DETAIL 5 FOR GENERAL HANGER AND BRACE REQUIREMENTS.

2. "DETAIL A" OR "B" IS OPTIONAL, DEPENDING ON WHERE THE PARALLEL RAIL IS SET

RELATIVE TO THE FINISH CEILING.

1/2"Ø STD PIPE SPACER,

ENDS CUT SQUARE FOR

FULL BEARING EACH END.

CEILING TILE

GULDMANN CEILING

BRACKET, SEE

FOR CONDITION A, THE

SUSPENSION ROD SHALL BE

LOCATED BETWEEN BEAM

CLAMPS, NOT OUTSIDE OF THE

BEAM CLAMPS.

SUSPENSION ROD CONN. CONC. & METAL PAN

-3

/4

M

IN

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 = 22,300 psi (SWL limit = 1,430 LBS)

2 - 3/16"

55.5mm

2 - 3/16"

55.5mm

/1 m m

3/16"

5mm

1"

25mm

CEILING BRACKET DIMENSIONSGENERAL NOTES

GENERAL NOTES:

1. EARTHQUAKE DESIGN DATA:

DESIGN STANDARDS: ASCE 7-16

2022 CBC

RISK CATEGORY: IV

DESIGN SPECTRAL RESPONSE ACCELERATION PARAMETERS: SDS = 2.00 MAXIMUM

COMPONENT IMPORTANCE FACTOR: IP = 1.5

COMPONENT AMPLIFICATION FACTOR: aP = 2.5

COMPONENT RESPONSE MODIFICATION FACTOR: RP = 4.5

HORIZONTAL SEISMIC DESIGN FORCE: FP = 2.00WP

VERTICAL SEISMIC DESIGN FORCE: EV = 0.40WP

LIMITING DEFLECTION: L/360 FOR LIVE LOAD

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

LOAD FACTOR RESISTANCE DESIGN (LRFD) IS USED FOR ALL POST-INSTALLED ANCHORS.

2. AT THE DISCRETION OF THE SEOR, THIS PROJECT IS SUBJECT TO SPECIAL INSPECTIONS.

SUBMIT REPORTS TO THE SEOR AND IOR. THE FOLLOWING SPECIAL TESTING AND

INSPECTION SERVICES SHALL BE PERFORMED BY A QUALIFIED TESTING AGENCY HIRED BY

THE OWNER:

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 QUALIFIED TESTING AGENCY HIRED BY THE OWNER EXCEPT WHERE

THE IOR CAN PERFORM THE REQUIRED TESTING

** - PERFORMED BY INSTALLER, REVIEW BY IOR

3. STEEL GRADES:

MISC SHAPES & PLATES: ASTM A-36

PIPE: ASTM A-53, GRADE B

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

THREADED RODS: ASTM A-193 GRADE B7 ZINC COATED ALL-THREAD ROD

4. WORKMANSHIP AND DETAILS SHALL CONFORM TO THE PRODUCT MANUFACTURER'S

STANDARDS, AISC SPECIFICATIONS, ACI STANDARDS AND THE GOVERNING BUILDING CODE.

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 APPROVED

PROJECT STANDARDS.

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. B335-2 AND B335-4 HOLE HINGED CLIPS ARE PER THE EATON B-LINE PRODUCT LINE, DO NOT SUBSTITUTE.

8. ALL HARDWARE MAYBE SUBSTITUTED w/ EQUAL OR BETTER HARDWARE. SPECIFICATION OF

THE HARDWARE SHALL BE SUBMITTED FOR REVIEW AND APPROVAL BY THE SEOR AND HCAI.

9. AT SYSTEM CONNECTIONS TO THE SUPER-STRUCTURE, DO NOT USE A SINGLE DEVICE TO

ACCEPT MULTIPLE CONNECTIONS SUCH AS MULTIPLE HANGERS, HANGERS+BRACING, AND

ANY SUCH COMBINATION. EACH HANGER AND/OR BRACE SHALL HAVE IT'S OWN ANCHORAGE

TO THE SUPER-STRUCTURE.

10. GULDMANN PARTS MAY ONLY BE USED IF THE PART NUMBER IS REFERENCED ON THESE

DRAWINGS.

11. FOR ALL EXPANSION ANCHORS, SEE (DETAIL 28/GUL415.1).

12. SHEET METAL SCREWS SHALL BE HILTI SELF DRILLING SCREWS PER ESR-2196. MINIMUM

EDGE DISTANCE IS 1.5D, MINIMUM SPACING IS 3.0D, WHERE "D" IS NOMINAL SCREW DIAMETER.

13. ALL STUDS AND TRACKS SHALL BE MANUFACTURED BY CURRENT MEMBERS OF THE STEEL

STUD MANUFACTURERS ASSOCIATION (SSMA) PER ICC-ES REPORT ESR-3064P. ALL

MEMBERS 43 MIL OR LIGHTER SHALL BE MANUFACTURED PER ASTM A653 SS GRADE 33 AND

MEMBERS 54 MIL OR HEAVIER PER ASTM A653 SS GRADE 50, CLASS I. MEMBERS SHALL BE

UNPUNCHED.

14. FASTENING OF COLD FORMED METAL COMPONENTS SHALL BE WITH SELF-DRILLING SELF-

TAPPING SCREWS, USING THE SIZE INDICATED ON THE DETAILS. SCREWS SHALL CONFORM

TO ASTM C1513 AND HAVE A CORROSION-RESISTANCE COATING. SCREWS SHALL BE

INSTALLED IN ACCORDANCE WITH THESE DETAILS AND THE MANUFACTURERS

REQUIREMENTS AND FOLLOWING: SCREW THREADS SHALL TAP INTO AND SHALL ENGAGE

THE ENTIRE THICKNESS OF ALL PIECES JOINED, AND NOT LESS THAN THREE COMPLETE

THREADS SHALL PENETRATE BEYOND THE METALS JOINED. SCREW POINTS FOR SELF

DRILLING SCREWS SHALL BE SELECTED SO THAT DRILLING IS COMPLETED BEFORE THE

LEAD THREADS BEGIN ENGAGING METAL. PRE-DRILLED HOLE DIAMETERS SHALL NOT

EXCEED THE DIAMETER OF THE DRILL POINT.

15. DO NOT MAKE ANY CONNECTIONS IN THE PROTECTED ZONE OF SEISMIC STEEL FRAMING.

SEE PROJECT STRUCTURAL DRAWINGS FOR LOCATIONS. PROHIBITED CONNECTORS INCLUDE

WELDED, BOLTED, SCREWED, POWDER DRIVEN OR ANY OTHER CONNECTOR.

16. SEE 29/GUL415.1 FOR STATEMENT OF SPECIAL INSPECTIONS.

= ABOVE

= AMERICAN SOCIETY OF CIVIL ENGINEERING

= CALIFORNIA BUILDING CODE

= COMPONENT ENGINEER OF RECORD

= CONCRETE

= CONNECTION

= EXISTING (OR "BY OTHERS")

= FLOOR

= INSPECTOR OF RECORD

= MAXIMUM UNBRACED LENGTH OR CLEAR DISTANCE BETWEEN HINGES

= LIGHT-WEIGHT CONCRETE

= MAXIMUM

STANDARD ABBREVIATIONS16

ABV

ASCE

CBC

CEOR

CONC.

CONN.

(E)

FLR

IOR

LMAX

LWC

MAX

= METAL

= MINIMUM

= NORMAL WEIGHT CONCRETE

= POWDER DRIVEN FASTENER

= PERPENDICULAR

= ROOF

= SCHEDULE

= STRUCTURAL ENGINEER OF RECORD FOR THE BUILDING

= SIMILAR

= STANDARD

= WITH

MET

MIN

NWC

PDF

PERP

RF

SCHED

SEOR

SIM

STD

w/

TYPE A, B, OR C

PARALLEL RAIL

(FIXED RAIL)

BRANCH LINE HANGER

TRANSVERSE BRACE

NOTES - TYPICAL LIMITS FOR HANGERS AND BRACING

1. ALL OF THE LIMITS POSTED HEREIN THIS DETAIL SHALL BE OBSERVED DURING INSTALLATION OF HANGERS AND BRACES.

2. ANGLE OF BRACE TO HORIZONTAL SHALL BE BETWEEN THE LIMITS POSTED HEREIN.

3. THE ANGLE OF THE BRACE RELATIVE TO PARALLEL RAIL SHALL BE 0° ± 10° (BRACE PARALLEL) AND 90° ± 10° (BRACE PERPENDICULAR), IN OTHER WORDS, THE BRACE MAY DEVIATE FROM TRUE PARALLEL AND/OR PERPENDICULAR BY 10° MAX.

4. LENGTH OF BRACE SHALL NOT EXCEED LIMIT POSTED HEREIN.

5. THE BRACE SHALL INTERSECT THE HANGER ROD AT AN ELEVATION NO MORE THAN 8" ABOVE THE PARALLEL RAIL CEILING BRACKET.

6. THE HANGER ROD SHALL INCLUDE A "ROD STIFFENER" IS THE OVERALL LENGTH (DEFINED ABOVE) EXCEEDS LIMIT POSTED HEREIN.

M A

X

M A

X

M A

X

M A

X

M A

X

M A

X

M A

X

H A

N G

E R

S P

A N

M A

X

12' - 0"

M

AX.

BRACE S

PAN

° M

IN

° M

A X

1/2"Ø ALL-THREAD ASTM 193 GRADE B7

HANGER ROD, TYPICAL

WHEN THE "HANGER

SPAN" EXCEEDS 2' - 0"

PROVIDE P1000 ROD

STIFFENER

P2486 SEISMIC ROD

STIFFENERS,

2' - 0" MAX. SPACING

P10 00 B

RACE

(2) 1/2"-13 HEX HEAD CAP SCREW,

P3010 CHANNEL NUTS &

EATON BLINE (B335-2-1/2) THREE HOLE

ADJUSTABLE HINGE

TYPIC

AL

CEILING LINE

FIXED RAIL

GUL415.1

GUL415.1

BRACE CONN. AT STEEL FRAMING

BRACING TO STEEL FRAME WALL

M A

X

(E) STEEL BEAM

BRACE AS INDICATED ON PLAN

BRACE MUST BE PERPENDICULAR

TO THE STEEL BEAM

1/2"-13 MACHINE BOLT w/ LOCK

WASHER AND NUT THRU WEB

OF BEAM. FIELD DRILL 9/16"Ø

HOLE THRU WEB OF BEAM.

GUL415.1

TOP VIEW

BRACE AS INDICATED ON

PLAN - MAY BE PARALLEL

OR PERP TO UNISTRUT

SIDE VIEW

GUL415.1

4" MIN4" MIN

UNISTRUT P1000

FOR CONDITION A,

THE BRACE BRACKET SHALL

BE LOCATED BETWEEN

BEAM CLAMPS, NOT

OUTSIDE OF THE BEAM

CLAMPS.

TYPICAL HANGER AT FLAT SLAB13

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

LOCK WASHER, P1010 NUT,

LS503-050 (B335-2-1/2)

HINGED BRACKET

NOTE: STRENGTH & ANCHORAGE OF PARTITION STUDS SHALL BE VERIFIED BY THE ENGINEER OF

RECORD. SEE "SEOR NOTES" ON THIS DRAWING FOR REQUIRED DESIGN FORCES.

(2) 1/2"-13 HEX HEAD CAP

SCREW, LOCK WASHER,

P3010 CHANNEL NUTS

& EATON BLINE

(B335-2-1/2) THREE HOLE

ADJUSTABLE HINGE

BRACE AS INDICATED ON

PLAN - MAY BE PARALLEL,

SKEWED OR PERP TO UNISTRUT

GUL415.1

BEAM CLAMP, SEE

(2) 1/2"-13 HEX HEAD CAP SCREW,

LOCK WASHER, P1010 CHANNEL

NUTS & LS503-050 (B335-2-1/2)

HINGED BRACKET

(E) STEEL BEAM

ADETAIL

BDETAIL

GUL415.1

BEAM CLAMP, SEE

UNISTRUT CLAMP P2867 (FOR P1000 & P1100),

P2867A (FOR P5000 & P5500) AND

P2867B (FOR P5001 & P5501) STRUTS.

BEAM CLAMP, SEE

GUL415.1

CDETAIL

BDETAIL

ADETAIL

FORMED SLAB TYPE AND THICKNESS SHALL CONFORM TO DETAIL 28/GUL415.1

REQUIREMENTS AND BE COMPOSED OF NORMAL WEIGHT CONCRETE ONLY.

FOR INFO NOT NOTED SEE DETAIL 9A

FOR NORMAL WEIGHT

CONCRETE SLABS ONLY!!

SEE 27/

GUL415.1

12" MIN 3" MIN

12" O.C. MIN

7"

MAX

5"

MIN

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

P3010 CHANNEL NUT & EATON BLINE

B335-2-1/2 THREE HOLE ADJUSTABLE

HINGE

GUL415.1

1" MAX

SEE 28/GUL415.1

D E

T A

IL

/G

U L

.1

1-1/2" MIN

3" MIN9-3/4" MIN

4"

MAX

2"

MIN

SEE 28/

GUL415.1

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

LOCK WASHER, P3010

CHANNEL NUT & EATON BLINE

(B335-2-1/2) THREE HOLE

ADJUSTABLE HINGE

EQ EQ

FORMED SLAB TYPE AND THICKNESS SHALL CONFORM TO DETAIL 28/GUL415.1

REQUIREMENTS AND BE COMPOSED OF NORMAL WEIGHT CONCRETE ONLY.

METAL DECK DIMENSION & GAGE & TOPPING FILL THICKNESS AND TYPE FILL MUST

CONFORM TO DETAIL 28/GUL415.1.

FOR STRUT

SEE DETAIL

17/GUL415.1

NOTE:

THE BRACE-STRUT ASSEMBLY MAY BE ANCHORED PARALLEL, SKEWED OR PERPENDICULAR

TO THE METAL DECK RIBS BUT THE BRACE AND THE ANCHORED STRUT SHALL BE

PARALLEL TO EACH OTHER. LENGTHEN THE STRUT AT SKEWED CONDITIONS SO THAT

ANCHOR LOCATION WITHIN THE RIB COMPLIES TO THE REQUIREMENTS NOTED ABOVE.

NOTE:

THE BRACE-STRUT ASSEMBLY MAY BE ANCHORED PARALLEL, SKEWED OR PERPENDICULAR

TO THE METAL DECK RIBS BUT THE BRACE AND THE ANCHORED STRUT SHALL BE

PARALLEL TO EACH OTHER. LENGTHEN THE STRUT AT SKEWED CONDITIONS SO THAT

ANCHOR LOCATION WITHIN THE RIB COMPLIES TO THE REQUIREMENTS NOTED ABOVE.

DEAD CENTER BETWEEN THE

EXPANSION ANCHORS.

IF BRACE IS PARALLEL TO

DECK FLUTES, SET THE W.P.

THE BRACE W.P. MAY

BE OFFSET 1" EITHER SIDE

FROM THE LOCATION

SHOWN IN THE DIAGRAM.

FOR NORMAL WEIGHT

CONCRETE SLABS ONLY!!

1" MIN, TYP.

FOR STRUT SEE DETAIL

17/GUL415.1

'a' (MIN)

SEE ABV

L = 12" MIN 1-1/2" MIN BOTH ENDS

(NO HANGER ALLOWED

OUTSIDE THE ANCHORS)

SEE 28/GUL415.1, MAINTAIN

REGARDLESS OF STRUT TO

DECK RIB ANGLEHANGER ROD &

STIFFENERS, SEE

NOTE: IF STRUT IS

PARALLEL TO DECK

FLUTES, USE a = .5L

TYPICAL FOR ALL

HOIST LOADS.

LOAD RATING

MINIMUM a/L

SCHEDULE - HANGER LOCATION 'a/L' LIMITS THE HANGER CAN BE NO CLOSER

TO EITHER EXPANSION ANCHOR

THAN DIMENSION 'a'. IF HANGER

MUST BE CLOSER, USE "DETAIL B".

P1047 w/ 1/2"-13 HEX CAP SCREW

& P3010 CHANNEL NUTS TO P1000

DO NOT DRILL HOLES

THRU BEAM FLANGES!

NOTES:

1. IF THE HANGER LOCATION 'a' CANNOT BE OBTAINED VIA "DETAIL A", "DETAIL B" MUST

BE USED.

2. IF STRUT IS PARALLEL TO DECK FLUTES & a/L IS SET TO 0.50 MIN, "DETAIL B" IS NOT

REQUIRED FOR ALL HOIST LOAD RATINGS.

SECTION AA

BDETAIL

ADETAIL

METAL DECK DIMENSION & GAGE &

TOPPING FILL MUST CONFORM TO

DETAIL 28/GUL415.1

(TYP "DETAIL A" AND "B").

BDETAIL

ADETAIL

GUL415.1

HANGER ROD &

STIFFENERS, SEE

UNISTRUT PER

SCHED @17

GUL415.1

1/2" X 2-1/4" HEX BOLT,

NYLOCK NUT, WASHER,

EATON BLINE B335

FOUR HOLE

ADJUSTABLE HINGEA

B

(TWIN)

L O

A D

L

IM

IT

C A

N T

IL

E

V E

R (S

IN

G

L E

C

R O

S S

C A

N T

IL

E

V E

R

F

IX

E D

S P

A N

(B E

T W

E E

N S

U P

P O

R T

S

C A

N T

IL

E

V E

R (S

IN

G

L E

C

R O

S S

C A

N T

IL

E

V E

R

F

IX

E D

S P

A N

(B E

T W

E E

N S

U P

P O

R T

S

C A

N T

IL

E

V E

R (S

IN

G

L E

C

R O

S S

C A

N T

IL

E

V E

R

F

IX

E D

S P

A N

(B E

T W

E E

N S

U P

P O

R T

S

RAIL A RAIL B RAIL C

18 ¾

10 ¾

15 ¼

15 ¾

16 ½

24 ¾

16 ½

21 ¼

22 ½

24 ¾

29 ½

22 ¼

25 ¾

28 ¼

30 ¾

LBS

INCH

.50

.50

1,100

.50

-1

/2

M

IN

HANGER ROD CAN OCCUPY ANY POSITION BETWEEN B335 CLIPS.

PL 3/4x1-5/8"x0'-3" (ASTM A36) w/

(2) 13/16"Ø HOLES, PLACE

BETWEEN HEAD OF BOLT AND

B335 CLAMP, TYPICAL.

UNISTRUT P1000

4" MIN

NO HANGER ALLOWED

4" MIN

NO HANGER ALLOWED

4" MIN

NO HANGER ALLOWED

4" MIN

NO HANGER ALLOWED

1/2" X 1-1/2" HEX

BOLT, LOCK

WASHER, P3010

NUT, EATON BLINE

B335-2-1/2 THREE

HOLE ADJUSTABLE

HINGE

PLATE WASHER 1/4x1-52x1-1/2"

GUL415.1-

3-1/2"

L = 12" MIN

L = 12" MAX

'a' 1" MIN

12" MAX

12" MIN

HANGER NOT

PERMITTED

3/4"

MIN

P1000 A

A

A

A

FOR STRUT

SEE DETAIL

17/GUL415.1

P1047

2-11/16" 2-11/16"

MIN

ISOMETRIC - P1728

DO NOT USE

THESE HOLES

(2) TYPE B

EXPANSION

ANCHORS PER

GUL415.1

D E

T A

IL

/G

U L

.1

28/GUL415.1

DETAIL

28/GUL415.1

DETAIL

D E

T A

IL

/G

U L

.1

D E

T A

IL

/G

U L

.1

GUL415.1

(2) TYPE B

EXPANSION

ANCHORS PER

GUL415.1

GUL415.1

GUL415.1

(2) TYPE B

EXPANSION

ANCHORS PER

GUL415.1

(2) TYPE B

EXPANSION

ANCHORS PER

GUL415.1

(1) TYPE A

EXPANSION

ANCHORS PER

GUL415.1

FOR NORMAL WEIGHT

CONCRETE SLABS ONLY!!

FOR NORMAL WEIGHT

CONCRETE SLABS ONLY!!

(1) TYPE B

EXPANSION

ANCHORS PER GUL415.1

M

IN

GUL415.1

GUL415.1

(2) TYPE B

EXPANSION

ANCHORS PER

P1728 (SEE ISOMETRIC BELOW

FOR ORIENTATION) w/ (2) TYPE

B EXPANSION ANCHORS PER

28/GUL415.1. NOTE: DEWALT

ANCHORS MAY NOT BE USED

FOR THIS CONNECTION. USE

BEVELED WASHERS TO MAKE

BRACKET PLUMB.P1000 MIN, EXTEND TO PARTITION

STUDS ON BOTH SIDES OF THE

CONNECTION POINT. FOR METAL

STUD PARTITIONS, FASTEN USING

(1) #12 S.M.S. TO EACH STUD. FOR

WOOD STUD FRAMING, FASTEN

USING (1) SD10212 (#10x2-1/2")

TO EACH STUD.

METAL

OR WOOD

PARTITION

STUD WALL

(SEE NOTE)

P2486 SEISMIC ROD

STIFFENER CLAMPS,

SPACE PER DETAIL 5/-

FOR STRUT

SEE DETAIL

17/GUL415.1

PLATED STEEL WASHER

AT EACH SCREW

OPM - 0735 / GUL415

Brace, Total Axial

Brace, Horizontal Component Brace, Vertical Component

Hanger, Min

Hanger, Max

Rail

-72 1,045

-68 1,389

-68 1,323

-173 1,037

-159 1,332

-137 1,554

-273 1,063

-241 1,360

A A A B B B C C

Hoist 605 Lbs 825 Lbs 1,100 Lbs 605 Lbs 825 Lbs 1,100 Lbs 605 Lbs 825 Lbs

ASD

LRFD

LRFD

ASD

ASD

Basis

-206 1,620

C

1,100 Lbs

DESIGN LOADS BY HOIST RATING AND RAIL TYPE (Lbs)

Gravity Gravity+

Seismic

Lbs, LRFDVertical Force, at Base of Post

Out of Plane Lateral Force, anchors spaced along the length 20 20 65 176

1,955 1,274

65 176 Lateral Force, Top of Post at Wall, Parallel to Wall

Lateral Force, Top of Post at Wall, Perpendicular to Wall

OPM-0735

SEOR PLEASE NOTE

1. The Engineer-of-Record (SEOR) to verify the building structure is adequate to support the new equipment and support framing loads to be installed per this drawing.

2. The equipment may be one of two types, or a combination of both:

Type 1: "Room Cover System" per Detail 1 and 5/GUL415, and/or Type 2: "Upright Support" per Details on GUL415.2

3. Type 1 "Room Cover System" loads: Select the values corresponding to the proposed Hoist Type and Rails to be used:

Table Notes:

1. These loads are based on ASCE7-16 load combinations that include Dead, Live and Seismic Loadings. Additionally, hanger axial loads include dynamic load factors for movement and impact in the gravity cases.

2. "Hanger loads" represent the load in any given hanger and do not reflect design loads in the various anchorage devices. Hanger values less than zero indicate net compression considering all effects. These values do not include any Ωo amplification.

3. "Bracing" loads represent the load in any given brace and do not reflect design loads in the various anchorage devices. These values reflect the worst case for any brace angle, Θ where Θ can vary between 25 and 60 degrees from the horizontal. These values do not include any Ωo amplification.

Table Notes:

1. Forces result from ASCE7-16 LRFD Load combinations. These values do not include any Ωo amplification.

2. The lateral force due to gravity is the force required for stability of the top of post.

4. Type 2 "Upright Support" loads:

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:

VA SD BLDG 11

ATTACHMENT

GUL004

TRC01/15/2023

PROJECT ID:103067

Revision Schedule

Date Issued by Number

07/29/2022 TRC A

03/01/2023 TRC B

03/07/2023 TRC C

03/28/2023 KIT D

07/07/2025 YC F

01/28/2026 YC G

17 SUSPENSION POINT AT OBSTRUCTION

OBSTRUCTION

OBSTRUCTION

UNISTRUT TRAPEZE

PER SCHEDULE BELOW

A

/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

STRUT, SEE DETAIL 17/GUL415.1

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

19 18

SEE DETAILS 9 THRU 15 ON GUL415

FOR CONN. TO STRUCTURE ABV

SEE DETAILS 9 THRU 15 ON GUL415

FOR CONN. TO STRUCTURE ABV

SUSPENSION AND BRACING FOR COMBI-LOCKS

COMBI-LOCKA-RAIL

CROSS RAIL

CEILING

FIRE CAULK

MINIMUM 1/2"Ø

STD PIPE SPACER

UNISTRUT P5000

UNISTRUT P1000

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

LOCK WASHER, P3010 NUT,

LS503-050 (B335) HINGED

BRACKET

P2486 ROD STIFFENER

@ OC 20" AND 1" MAX

EA. END

UNISTRUT P1000

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.

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

STRUT, SEE DETAIL

17/GUL415.1

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 FOR 1/2"Ø HILTI

KB-TZ2 ANCHORS INSTALLED

PER DETAIL 28 ON

SHEET GUL415.1 (BASED ON

DECK TYPE).

STRUT, SEE DETAIL

17/GUL415.1

ANCHOR INTO CONCRETE

CROSS RAIL TO PARALLEL RAIL CONNECTION24

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

SEE GENERAL NOTES FOR TORQUE REQUIREMENTS

UNDERHUNG

ENDSTOP BY GULDMANN

EA END OF CROSS RAIL AND

PARALLEL RAIL

PARALLEL RAIL w/

ENDSTOP BY GULDMANN

EA END

BOXED HUNG

PARALLEL RAIL w/ ENDSTOP

BY GULDMANN EA ENDCROSS RAIL

ENDSTOP BY GULDMANN

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

GULDMANN CEILING

BRACKET KIT

GULDMANN

PARALLEL RAIL (FIXED RAIL)

(E) STEEL BEAM

½" HEX NUT,

STRUT NUT,

P1064

SUSPENSION ROD MAY ATTACH

ANYWHERE BETWEEN CLAMPS

SECTION ABOVE STEEL FRAMING23

PARALLEL RAIL

(FIXED RAIL)

11-3/4" O.C.± 6" ± 6"

HANGER ASSEMBLY,

SEE

FOR INFORMATION NOT

NOTED, SEE DETAIL

5/GUL415

PARALLEL RAIL

(FIXED RAIL)

UNISTRUT P1000

CEILING

PROVIDE SUSPENSION

ROD EA SIDE OF GAP

FIRE CAULK

PROVIDE PERP BRACE AND PARALLEL

BRACE AT EACH SUSPENSION ROD

RAIL GAP FOR CURTAIN

SEE DETAILS 9 THRU 15 ON GUL415

FOR CONN. TO STRUCTURE ABV

SCHEMATIC SECTION UNDER CONC. FRAMING

CONCRETE FLOOR

FRAMING

CEILING

PATIENT

LIFT

(LIVE LOAD)

GH3 LIFT MECHANISM

CROSS RAIL: CAN BE MOUNTED

FLUSH TO OR BELOW

SUPPORT RAIL PER: 24

31SCHEMATIC SECTION UNDER STEEL FRAMING

(E) STEEL BEAM

PARALLEL RAIL

(FIXED RAIL)

GH3 LIFT MECHANISM

PATIENT

LIFT

(LIVE LOAD)

CEILING

3"

MIN

5HANGERS AND

BRACING SHALL

CONFORM TO

GUL415

GUL415

GUL415

GUL415HANGER MAY BE PLACED ANYWHERE

ALONG THESE LIMITS, TYPICAL

UNISTRUT PER SCHEDULE

GUL415

TYP

MAXIMUM SPAN

(DETAIL 17)

MAXIMUM SPAN

(DETAIL 17)

PARALLEL RAIL

(FIXED RAIL)

PRIMARY HANGER PER 5/GUL415

DETAIL - HIGH BRIDGE

GUL415

NOTES:

1. THE "PRIMARY HANGER" CONNECTS THE GULDMANN RAIL TO THE TRAPEZE ABOVE AND

THE "SECONDARY HANGERS" CONNECT THE TRAPEZE TO THE STRUCTURE ABOVE.

SEE DETAIL"A" ABOVE FOR ILLUSTRATION.

2. IN ALL CASES, PRIMARY HANGERS MUST BE CONNECTED TO A HORIZONTAL STRUT TO

ALLOW DISTRIBUTION TO THE SECONDARY HANGERS AS SHOWN. THE MAXIMUM SPAN

BETWEEN SECONDARY HANGERS SHALL MEET THE LIMITS POSTED IN THE SCHEDULE

BELOW. THIS APPLIES TO THE CONDITIONS ILLUSTRATED HEREIN AND APPLIES

WHEREVER THIS DETAIL IS INVOKED OR CALLED OUT.

3. EACH UNISTRUT TRAPEZE ASSEMBLY SHALL BE BRACED IN TWO DIRECTIONS USING

APPROVED BRACING CONNECTED AT THE TOP OF THE STRUT AS ILLUSTRATED IN

DETAIL "A" ABOVE. PROVIDE A BRACE PERPENDICULAR TO THE TRAPEZE AT EACH

SECONDARY HANGER LOCATION AND PROVIDE A SINGLE BRACE PARALLEL TO THE

TRAPEZE AT EITHER SECONDARY HANGER LOCATION.

4. CANTILEVERED TRAPEZE BEAM ARE NOT ALLOWED, SEE DETAIL "B". PRIMARY HANGERS

SHALL BE LOCATED BETWEEN THE SECONDARY HANGER LOCATIONS, NO EXCEPTIONS.

5. PRIMARY & SECONDARY HANGERS AND ALL BRACING SHALL COMPLY WITH DETAIL

5/GUL415 AND SHALL BE ANCHORED USING DETAILS CALLED OUT ON 5/GUL415.

BDETAIL - CANTILEVER

HOIST

RATING

1,100

MAXIMUM SPAN (CENTER TO CENTER OF HANGERS) - INCHES

P1000

P1001

P5000

P5500

P5501

P5001

NOT

ALLOWED

HANGERS SHALL NOT BE

SUPPORTED BY

CANTILEVERED UNISTRUT

TRAPEZES

SECONDARY HANGERS

PER 5/GUL415

PROVIDE BRACING PERPENDICULAR

TO THE TRAPEZE AT ALL SECONDARY

HANGERS, AND PROVIDE ONE BRACE

PARALLEL TO THE TRAPEZE STRUT

AT EITHER SECONDARY HANGER

LOCATION

PRIMARY HANGER MAY OCCUPY

ANY LOCATION WITHIN THE

MAXIMUM SPAN

TWO-WAY BRACING

REQUIRED AS PER

DETAIL 1/GUL415

MAXIMUM SPAN (SEE SCHEDULE)

CEILING TILE

UNISTRUT P2785

BEAM CLAMP TYPICAL

MAXIMUM SPAN

(DETAIL 17)

UNISTRUT PER

1'-6"

MAX

3"

MIN

3"

MIN

1-5/8"

MAX

4" MIN

8" MAX

4" MIN

8" MAX

BENT PL. 1/2" x 3"

(ASTM A36 MIN)

BEAM FLANGE

3/4" MAX

STRUT, SEE DETAIL

17/GUL415.1

PLAN

7/16"Ø

STD NUT PLUS LOCK WASHER, TORQUE NUTS

TO 20 FOOT-LBS, STAKE THREADS.

BEAM CLAMP DETAIL

SECTION

T .B

.D

/4

M

IN

/4

7/8" 1-1/8" THESE ARE MINIMUM DIMENSIONS AND

THE RATIO BETWEEN THESE TWO

DIMENSIONS SHALL BE HELD FIRM, I.E.

RATIO = 1.125/.875 = 1.2857

* DISCARD THE TWO-HOLE CLAMP PLATE THAT COMES

WITH THESE U-BOLTS, AND PROVIDE THE CLAMP

PLATE DETAILED HERIN.

FOR P1000 STRUTS, USE P2785*

FOR P1001 STRUTS, USE P2786*

FOR P5000 STRUTS, USE P2786*

FOR P5001 STRUTS, USE P2787*

FOR P5500 STRUTS, USE P2786*

FOR P5501 STRUTS, USE P2787*

3/8"Ø U-BOLT, SOURCED FROM UNISTRUT AS

FOLLOWS:

** CENTER-TO-CENTER HOLE SPACING TO SUIT THE

U-BOLT CLAMP, NOMINALLY 2" BUT CONFIRM BEFORE

FABRICATING.

HANGER ROD

10mmØ ALL THREAD

THIS DETAIL MAY ONLY BE USED

WHEN THERE IS NOT FLOOR

AND/OR ROOF DECK BEARING ON

THE TOP FLANGE.

BENT PLATE IS TO BE MANUFACTURED USING

ASTM A36 CARBON STEEL, Fy=36 KSI OR ANY

SUPERIOR STEEL GRADE.

25 FLUSH PARALLEL RAIL AT CEILING

SPRING CLIPS

CEILING T-BAR

CEILING PANEL

GULDMANN FLUSH PROFILE (15MM ALUMINUM, SNAPS INTO RAIL)

MAINTAIN 3/4" GAP ALL AROUND

RAIL. DO NOT ATTACH T-BAR

RUNNER OR CLG PANEL TO

FLUSHING OR RAIL.

PARALLEL SUPPORT RAIL

#12 WIRE HANGER @ 4'-0" O.C. w/ NO LESS THAN THREE (3)

TIGHT TURNS. HANGER WIRE LOOPS SHALL BE TIGHTLY

WRAPPED AND SHARPELY BENT TO PREVENT ANY

VERTICAL MOVEMENT OR ROTATION OF THE T-BAR WITHIN

THE LOOP. MAINTAIN 6" SEPARATION FROM ANY DUCTS.

CEILING WIRE SHALL CONFORM WITH GALVANIZED SOFT

ANNEALED MILD STEEL AS DEFINED IN ASTM A641

(CLASS 1 COATING) WITH 70 KSI MINIMUM TENSILE

STRENGTH.

8"

MAX

NOTE: ANY ALTERATIONS TO CEILING SYSTEM SHALL BE

MADE IN ACCORDANCE WITH THE DESIGN PROFESSIONAL

OF RECORD'S RECOMMENDATIONS.

IF THE RAIL MUST DISPLACE OR CAUSE TO BEND ANY SPLAY

WIRES, RELOCATE SPLAY WIRES AND ASSOCIATED

COMPRESSION STRUTS IN ACCORDANCE WITH THE DESIGN

PROFESSIONAL OF RECORD'S RECOMMENDATIONS.

PROVIDE STANDARD T-BAR BOTH SIDES OF RAIL, TO REST

ON TOP OF GULDMANN FLUSH PROFILE.

STEEL POP RIVET @ 4'-0" AND/OR ANY T-BAR INTERSECTION

EXPANSION ANCHOR GENERAL NOTES

1. ANCHORS SHALL BE HILTI KB-TZ2 PER ESR-4266, OR DEWALT POWER STUD+SD2 PER

ESR-2502 OR SIMPSON STRONG BOLT STB2 PER ESR-3037 ONLY. DO NOT SUBSTITUTE

ANCHORS FROM OTHER MANUFACTURERS, OTHER MODELS, OR OTHER DIAMETERS & HOLE

DEPTHS. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH THE LISTED

MANUFACTURERS ICC-ESR PRODUCT APPROVAL, IN ACCORDANCE WITH THE "SCHEDULE

FOR ANCHORS AND MINIMUM REQUIREMENTS" BELOW, AND IN ACCORDANCE WITH THE

DIAGRAMS BELOW.

2. ANCHORS SHALL BE INSTALLED INTO THE SOFFIT OF A METAL DECK & CONCRETE FILL

SYSTEM, OR INTO THE SOFFIT OF A FORMED CONCRETE SLAB. METAL DECK SHALL BE

2 OR 3-INCH "W" TYPE COMPOSITE METAL DECKING ONLY. MINIMUM CONCRETE STRENGTH

SHALL BE f'c = 3,000 PSI. FOR METAL DECK FLOOR SYSTEMS, CONCRETE MIX MAY BE

NORMAL WEIGHT OR LIGHT WEIGHT CONCRETE. FOR FORMED FLOOR SYSTEMS, NORMAL

WEIGHT CONCRETE ONLY SHALL BE USED.

3. ANCHOR PLACEMENT SHALL NOT VIOLATE THE MINIMUM SPACING AND EDGE DISTANCE

LIMITS POSTED IN THE "SCHEDULE OF ANCHORS AND MINIMUM REQUIREMENTS" BELOW.

4. EXPANSION ANCHORS INSTALLED SHALL NOT NICK OR DAMAGE SLAB REINFORCING; USE

NON-DESTRUCTIVE TESTING TO VERIFY REINFORCING LOCATIONS AND INSTALL NEW

ANCHORS 1" CLEAR OF SUCH REINFORCING. SHOULD SLAB REINFORCING BE

INADVERTENTLY DAMAGED, NOTIFY THE RDP IN RESPONSIBLE CHARGE IMMEDIATELY.

5. ANCHORS SHALL NOT BE USED IN PRESTRESSED CONCRETE UNLESS NON-DESTRUCTIVE

TESTING METHODS ARE USED TO LOCATE PRESTRESS STEEL STRANDS, AND HOLES ARE

LOCATED 1" CLEAR OF SUCH STRANDS. IF STRANDS ARE INADVERTENTLY NICKED OR

DAMAGED, NOTIFY THE GENERAL CONTRACTOR AND RDP IN RESPONSIBLE CHARGE

IMMEDIATELY.

6. THESE ANCHORS SHALL HAVE SPECIAL INSPECTION AND TESTING IN ACCORDANCE WITH

THE SPECIAL INSPECTION REQUIREMENTS POSTED BELOW, DETAIL 31/GUL415.1.

28 EXPANSION ANCHOR GENERAL NOTES

ANCHORS NOT ALLOWED INTO

SOFFIT OF UPPER FLUTE

M

IN

T

O P

P

IN

G T

H

IC

K N

E S

S S

E E

S C

H E

D U

L E

MAX. 1"

OFFSET,

TYP.

MIN TOTAL THICKNESS

PER SCHEDULE BELOW

MIN. 20GA

STEEL W-DECK

LOWER FLUTE

EXPANSION ANCHOR

PER TABLE BELOW, TYP

SECTION - COMPOSITE DECK SECTION - SLAB OR BEAM

O R

D E

C K

S O

N L Y

12" MIN., TYP.

1"

MIN

4½" MIN 4½" MIN

GENERAL

1. SPECIAL INSPECTIONS SHALL COMPLY WITH ALL APPLICABLE PROVISIONS OF THE 2022

CALIFORNIA BUILDING CODE, CHAPTER 17A AND CHAPTER 19A, SECTION 1910A.5

2. QUALITY ASSURANCE TESTS AND INSPECTIONS SHALL BE THE RESPONSIBILITY OF THE

OWNER. THE OWNER SHALL RETAIN A TESTING AGENCY WHO SHALL PERFORM THE

REQUIRED TESTS AND INSPECTIONS AND SHALL PREPARE WRITTEN SUMMARY REPORTS OF

ANY TEST OR INSPECTION, AND SUBMIT SAME TO THE INSTALLER AND THE IOR.

3. THE EQUIPMENT INSTALLER SHALL NOTIFY THE OWNER'S TESTING AGENCY OF THE DATES

OF ALL WORK IN NEED OF INSPECTION OR TESTING. NOTIFICATION SHALL BE SUFFICIENTLY

IN ADVANCE TO ALLOW SCHEDULING OF INSPECTIONS AND TESTS, NOT LESS THAN

24 HOURS ADVANCE NOTIFICATION.

4. THE INSTALLER SHALL NOTIFY THE INSPECTOR OF RECORD (IOR) OF ANY PENDING

INSPECTIONS AND TESTING, AND SHALL NOTIFY THE IOR OF ANY INSPECTIONS OR TESTS

THAT FAIL THE ACCEPTANCE CRITERIA.

29 STATEMENT OF SPECIAL INSPECTIONS

EXPANSION ANCHORS

1. SPECIAL INSPECTION SHALL BE AS WRITTEN IN THE ICC-ESR PRODUCT APPROVALS LISTED

ABOVE. THE SPECIAL INSPECTOR SHALL MAKE PERIODIC INSPECTIONS AT LEAST ONCE OF

EACH DAYS ANCHOR INSTALLATION TO VERIFY ANCHOR TYPE, ANCHOR DIMENSIONS,

CONCRETE TYPE, CONCRETE COMPRESSIVE STRENGTH, ANCHOR SPACING, EDGE

DISTANCES, CONCRETE MEMBER THICKNESS, TIGHTENING TOURQUE, HOLE DIMENSIONS,

ANCHOR EMBEDMENT AND ADHERENCE TO MANUFACTURERS PRINTED INSTALLATION

REQUIREMENTS.

2. THE PERMITTED ANCHORS LISTED ABOVE ARE TORQUE CONTROLLED ANCHORS AND SHALL

BE TESTED USING A CALIBRATED TORQUE WRENCH TO VERIFY INSTALLATION TORQUES OF

50 FT-LBS FOR ALL HILTI KB-TZ2 ANCHORS, 40 FT-LBS FOR DEWALT POWERSTUD+SD2

ANCHORS OR 60 FT-LBS FOR SIMPSON STRONG BOLT 2 ANCHORS.

3. VERIFY TORQUE FOR 100% OF THE ANCHORS INSTALLED IN ONE DAYS WORK.

4. ACCEPTANCE CRITERIA: TORQUE-CONTROLLED POST-INSTALLED ANCHORS SHALL BE

TESTED WITH A CALIBRATED WRENCH AND SHALL ATTAIN THE SPECIFIED TORQUE WITH

ONE-HALF (1/2) TURN OF THE NUT.

GULDMANN MANUFACTURED COMPONENTS

1. VERIFY THE GENERAL SIZE, SHAPE AND MATERIAL CERTIFICATIONS FOR GULDMANN RAILS, BRACKETS AND CUSTOM MANUFACTURED ALUMINUM & STEEL COMPONENTS.

MATERIAL PROPERTIES ARE LISTED ON THE DETAILS.

UNISTRUT CONSTRUCTION

1. PERIODIC SPECIAL INSPECTION PER 2022 CBC SECTION 1705A.13.3 FOR SEISMIC RESISTANCE, INCLUDING CONNECTION ASSEMBLIES, SIZES AND GRADES AND ALL FASTENERS.

THERE ARE NO WELDED CONNECTIONS.

TYPE

A

B

A

B

A

B

ANCHOR

DIAMETER

MIN. EFFECTIVE

EMBED, h'EF

MIN. DEPTH

OF HOLE

1/2" 2-1/2" 3-1/4"

1/2" 3-1/4" 4-1/4"

1/2" 2" 2-3/4"

1/2" 3-1/4" 4"

1/2" 2-1/2" 3"

1/2" 3-1/4" 4-1/8"

MIN.

TOPPING

THICKNESS

MIN. TOTAL

THICKNESS

MINIMIM

SPACING

AT

Simpson STB2 per ESR-3037

DeWalt PS-SD2 per ESR-2502

HILTI KB-TZ2

per ESR-4266

MAKE

MINIMUM

EDGE DIST.

MIN.

SPACING

2-1/2" 5" 7-1/2"@

NOTE: MIN. SPACING AND/OR EDGE DISTANCES CAN BE REDUCED IF NOTED ON SPECIFIC DETAILS.

4-3/4"

2-1/4"5-1/4" or 2"

2-3/4"

4"6" or 6"

2-3/4"

4"4" or 6"

4"

6"6" or 4"

2-3/4"

4"4" or 12"

8"

2-3/4"9-3/4" or 3"

2-1/2"

3-1/4"

3-1/4"

1-1/2"

1-1/2"

5-1/2"

5-3/4"

6"

4" or 5-1/2"

4-1/2" or 6"

9-3/4"

6"

9-3/4"

7-1/2"

9-3/4"

AT

DECK SOFFITS

AT SOLID SLAB OR BEAMSSCHEDULE ANCHORS AND MINIMUM REQUIREMENTS

M A

X

M10 NUT PLUS LOCK WASHER.

NUT SHALL BE SNUG TIGHT AT

INSTALLATION

OPM - 0735 / GUL415.1

OPM-0735

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:

VA SD BLDG 11

ATTACHMENT

GUL004.1

YC07/07/2025

PROJECT ID:103067

Revision Schedule

Date Issued by Number

07/07/2025 YC F

01/28/2026 YC G

H

O

IS

T

/4

T R

A V

E R

S E

C E

IL

IN

G

GUL005

12'' MIN

/2

/4

/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:

VA SD BLDG 11

PROJECT DETAILS

GUL005

TRC01/15/2023

PROJECT ID:103067

HOIST = 825 LBS1.

NON - RECESSED / TYPE B2.

CEILING HEIGHT = 9' - 0 ''3.

AFF TO DECK = 13' - 0''

ATTACHMENT TYPE =4.

Revision Schedule

Date Issued by Number

07/29/2022 TRC A

03/01/2023 TRC B

03/07/2023 TRC C

07/07/2025 YC F

3/4" = 1'-0"

TYPE B. ELEVATION

1 1/2" = 1'-0"

TYPE B. CEILING DETAIL

E1

EP2.221

E2

EP2.221

ORAL

LAB/EMG

BELOW

OPEN

TO

PHONE

13 12

8 7

FEC

OPHTHALMOLOGY OPTICAL

CARE CO-ORDR EXAM RM

2B127

MENS

PATIENT

TOILET

2B129

WOMENS

PATIENT

TOILET

2B101

PROPANE

2A150A

OXYGEN

2A150B

CORRIDOR

CORRIDOR

CORRIDOR

MENS TOILET

2A106

WOMENS TOILET

2A107

CORRIDOR

CORRIDOR

CORRIDOR

CORRIDOR

LINEN

2A156

WAITING

ROOM

2B144

EXAM RM

2B145

EXAM RM

2B143

EXAM RM

2B142

EXAM RM

2B141

EXAM RM

2B140A

2B140

INTAKE

2B139

EXAM RM

2B138 C

O R

R

ID

O R

CORRIDOR

RESIDENTS

OFFICE RM

2B100

OFFICE

2B102

OFFICE

2B103A

ELEVATOR

P-1

ELEVATOR

P-2

STAIR

SW1-2

C O

R R

ID

O

R

CORRIDOR

RECEPTION

2B128

2B137

EXAM RM

2B136

SOIL

UTILITY

2B131

EXAM RM

2B132

EXAM RM

2B134

NEUROLOGY

NURSE STATION

EXAM RM

2B130

LAB/EMG

2B133

ECG READING

EXAM RM

2B135

MULTI

DISCIPLINARY

PARKINSONS

CLINIC EXAM

RM

2B167

MULTI

DISCIPLINARY

PARKINSONS

CLINIC EXAM

RM

2B170

RESTROOM

2B174

2B175

LAB/EMG

2B125

WAITING

NURSE STATION

2B106

NEUROLOGY

FELLOWS

OFFICE

2B110

MAIL

2B126

UGSD ADMIN

OFFICE

2B 113

PHYSICIANS

OFFICE

2B115

OFFICE

2B116

ELECTRICAL

2B124

TEL/DATA

2B119

OFFICE

2B103

OFFICE

2B104

OFFICE

2B105

OFFICE

2B107

OFFICE

2B108

PHYSICIANS

OFFICE

2B109

PHYSICIANS

OFFICE

2B111

PHYSICIANS

OFFICE

2B112

PHYSICIANS

OFFICE

2B114

OFFICE

2B117

OFFICE

2B118

OFFICE

2B120

CHIEF NEUROLOGY

OFFICE

2B121

PHYSICIANS

OFFICE

2B122

CONFERENCE RM

2B123

MECH

2B173

STROKE RESEARCH

MULTI OFFICE

2B172

STAIR

SW3-2

PHYSICIANS

OFFICE

2B171

PHARMACY

EXAM RM

2B169

CLEAN

UTILITY

2B166

EXAM RM

2B165

CONF

2B164

OFFICE

2B163

EXAM RM

2B160

EXAM RM

2B161

EXAM RM

2B162

0 STRABISMUS FELLOW

EXAM RM

2B159

CORNEA FELLOW

EXAM RM

2B158

NEURO OPH

RESIDENT

EXAM RM

2B157

HAC

2B156

RETINA FELLOW

EXAM RM

2B155

RETINA FELLOW

EXAM RM

2B154

GLAUCOMA FELLOW

EXAM RM

2B153

CAMERA

2B152

CORRIDOR

EXAM RM

2B151

EXAM RM

2B150

WAITING

CORRIDOR

CLEAN

UTILITY

2B146

SOIL

UTILITY

2B147

STAFF TOILET

2B148

EXAM RM

2B149

LAB

2A155

OFFICE

2A155A

HALLWAY

CORRIDOR

ENDO EX

2A133

ENDO EX

2A138

ENDO EX

2A129

ENDO EX

2A137

HALLWAY

CHIEF DENTAL

OFFICE

2A154

OFFICE

2A153

STAFF

2A152

STAFF

2A151

ORAL

ORAL

2A135 2A136

ELECTRICAL

2A148

ELEVATOR

S-1

MECH

2A147

ADMIN

OFFICER

OFFICE

2A149

CORRIDOR

OFFICE

2A126A

OFFICE

2A126

ENDO EX

2A128

EXAM RM

2A127

OFFICE

2A126B

EXAM RM

2A125

EXAM RM

2A124

EXAM RM

2A118

CLEAN

SUPPLY

2A116

EXAM RM

2A109

EXAM RM

2A111

X-RAY

2A108

VISION

2A107B

VISION

2A107A

OFFICE

2A107C

OFFICE

2A107D

BREAK RM

2A110

OFFICE

2A105

LOBBY

ELEVATOR

LOBBY

ELEVATOR

P-3

ELEVATOR

P-4

OFFICE

2A101

OFFICE

2A102

OFFICE

2A103

OFFICE

2A104

EXAM RM - 6

2A113

EXAM RM - 7

2A114

EXAM RM - 8

2A115

EXAM RM - 9

2A117

EXAM RM - 10

2A119

GENERAL

STORAGE

2A122

EQUIP PREP

2A123

SOILED

UTILITY

2A130

SPD CLEAN

2A132

OFFICE

2A121

OFFICE

2A120

CONFERENCE RM

2A139

HALL

HAC

2A141

STAIR

SW2-2

DATA

2A140

RESOURCE RM

OFFICE

2A146

DENTAL

HYGENIST

OFFICE

2A142

DENTIST

OFFICE

2A143

DENTIST

OFFICE

2A145

DENTIST

OFFICE

2A144

CORRIDOR

CORRIDOR

HALLWAY

C O

R R

ID

O

R

CORRIDOR

EXAM RM

EXAM RM

RESTROOM

GUL202

GUL203

GUL201

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:

VA SD BLDG 11

Bldg 11/Lvl 2

GUL200

YC07/07/2025

PROJECT ID:103067

Revision Schedule

Date Issued by Number

07/07/2025 YC F

HOIST = 825 LBS1.

NON - RECESSED / TYPE B2.

CEILING HEIGHT = 9' - 0 ''3.

AFF TO DECK = 13' - 0''

ATTACHMENT TYPE =4.

1" = 20'-0"

Level 2

/4

1" 12' - 1 3/4"

1' - 2" 9' - 6 1/2"

/8

GUL005

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:

VA SD BLDG 11

2A134 Hygeine

GUL201

YC07/07/2025

PROJECT ID:103067

Revision Schedule

Date Issued by Number

07/07/2025 YC F

3/4" = 1'-0"

2A134 Hygeine

B rail

Ceiling bracket, Extended

Hoist

Stabilizers

KEY

Hoist Transformer

Hoist Coverage Area

HOIST = 825 LBS1.

NON - RECESSED / TYPE B2.

CEILING HEIGHT = 9' - 0 ''3.

AFF TO DECK = 13' - 0''

ATTACHMENT TYPE =4.

NURSE STATION

4 3/8" 7' - 7"

/2

/2

7' - 4 1/2"

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:

VA SD BLDG 11

2B125 LAB/EMG

GUL202

YC07/07/2025

PROJECT ID:103067

Revision Schedule

Date Issued by Number

07/07/2025 YC F

3/4" = 1'-0"

2B125 LAB/EMG

B rail

Ceiling bracket, Extended

Hoist

Stabilizers

KEY

Hoist Transformer

Hoist Coverage Area

HOIST = 825 LBS1.

NON - RECESSED / TYPE B2.

CEILING HEIGHT = 9' - 0 ''3.

AFF TO DECK = 13' - 0''

ATTACHMENT TYPE =4.

2" 9' - 2"

/2

/2

8' - 11 1/2"

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:

VA SD BLDG 11

2B168 Exam

GUL203

YC07/07/2025

PROJECT ID:103067

Revision Schedule

Date Issued by Number

07/07/2025 YC F

3/4" = 1'-0"

2B168 Exam

B rail

Ceiling bracket, Extended

Hoist

Stabilizers

KEY

Hoist Transformer

Hoist Coverage Area

HOIST = 825 LBS1.

NON - RECESSED / TYPE B2.

CEILING HEIGHT = 9' - 0 ''3.

AFF TO DECK = 13' - 0''

ATTACHMENT TYPE =4.