VA SD Bldg 1_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 1

3350 La Jolla Village Dr.

San Diego, CA 92161

PROJECT ID:103067

VA SD BLDG 1

FACILITY SIGNOFF

GUL001

TRC01/15/2023

69 103 79

HOIST = 825 LBS1.

NON - RECESSED /2.

CEILING HEIGHT = 9' - 0 ''3.

AFF TO DECK = 13' - 0'' (VIF)

ATTACHMENT TYPE =4.

METAL PAN

TYPE B / TYPE C / TYPE P

Revision Schedule

Date Issued by Letter Description

01/15/2023 TRC A UPDATED BACKGROUNDS AND ROOMS BACKGROUNDS REVISED

03/01/2023 TRC B REVISED PER UPDATED ROOM MATRIX AND BACKGROUNDS

03/08/2023 TRC C REVISED PER PRELIM COMMENTS

03/28/2023 KIT D UPDATED SEISMIC PER ENDINEER

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

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

01/26/2026 YC G UPDATED ROOM LIST AND ATTACHMENT DETAIL

INTERSTITIAL STEEL, SPAN = 4' - 0''

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 1

SHEET INDEX

GUL002

YC07/07/2025

PROJECT ID:103067

Sheet List

Sheet Number Sheet Name Issue Date Current Revision Current Revision Date

GUL125 1123A Exam Triage 01/15/2023 F 07/07/2025

GUL126 1123B Exam Triage 07/07/2025 F 07/07/2025

GUL127 1128 Corridor 07/07/2025 G 01/26/2026

GUL128 1123H/1123I/1123J ED Triage 07/07/2025 F 07/07/2025

GUL129 1171 Procedure Room 01/15/2023 F 07/07/2025

GUL130 1456 Physical Therapy 01/15/2023 F 07/07/2025

GUL131 1481 Pool 01/15/2023 F 07/07/2025

GUL132 1812 Ultrasound 01/15/2023 F 07/07/2025

GUL300.1 Bldg 1/Lvl 3 - Hemodialysis 01/15/2023 G 01/26/2026

GUL300.2 Bldg 1/Lvl 3 - Women's Clinic 07/07/2025 F 07/07/2025

GUL301 3051A/3051B/3051C Dialysis Station 07/07/2025 F 07/07/2025

GUL302 3053A/3053B/3053C Dialysis Station 01/15/2023 F 07/07/2025

GUL303 3054/3054A Separation Hemodialysis 07/07/2025 F 07/07/2025

GUL304 3055A/3055B/3055C/3055D Dialysis Station 07/07/2025 F 07/07/2025

GUL305 3063A/3063B Separation Hemodialysis 01/15/2023 F 07/07/2025

GUL306 3064A Dialysis Station 07/07/2025 F 07/07/2025

GUL307 3065A-B-C-D-E-F-G Dialysis Station 07/07/2025 G 01/26/2026

GUL308 3088 Women's Clinic 07/07/2025 F 07/07/2025

GUL400 Bldg 1/Lvl 4 07/07/2025 G 01/26/2026

GUL401 4015 Simulation Education 01/15/2023 F 07/07/2025

GUL402 4310+4311 Nurse Practitioner 01/15/2023 F 07/07/2025

GUL403 4505 Scanner 2 01/15/2023 F 07/07/2025

GUL404 4506 Scanner 1 01/15/2023 F 07/07/2025

GUL500.1 Bldg 1/Lvl 5 Beds SICU 07/07/2025 F 07/07/2025

GUL500.2 Bldg 1/Lvl 5 Beds 23 HR Observation 07/07/2025 F 07/07/2025

GUL501 5107 ICU 01/15/2023 F 07/07/2025

GUL502 5117 ICU 01/15/2023 F 07/07/2025

GUL503 5118 ICU 01/15/2023 F 07/07/2025

GUL504 5119 ICU 01/15/2023 F 07/07/2025

GUL505 5165/5165A/5166 Patient Bedroom 01/15/2023 F 07/07/2025

GUL506 5167 Patient Bedroom 01/15/2023 F 07/07/2025

GUL507 5172 Patient Bedroom 01/15/2023 F 07/07/2025

GUL508 5173/5174/5175 Patient Bedroom 01/15/2023 F 07/07/2025

Sheet List

Sheet Number Sheet Name Issue Date Current Revision Current Revision Date

GUL001 FACILITY SIGNOFF 01/15/2023 G 01/26/2026

GUL002 SHEET INDEX 07/07/2025 G 01/26/2026

GUL003 GEN. INFO 01/15/2023 G 01/26/2026

GUL004 ATTACHMENT 01/15/2023 F 07/07/2025

GUL004.1 ATTACHMENT 01/15/2023 F 07/07/2025

GUL004.2 ATTACHMENT 01/26/2026 G 01/26/2026

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

GUL005.1 PROJECT DETAILS 07/07/2025 F 07/07/2025

GUL005.2 PROJECT DETAILS 07/07/2025 F 07/07/2025

GUL100 Level 0 - Overall 07/03/2025 F 07/07/2025

GUL101 B236 Morgue 01/15/2023 F 07/07/2025

GUL103.1 Bldg 1/Lvl 1_Overall - Ambulatory Area 07/07/2025 F 07/07/2025

GUL103.2 Bldg 1/Lvl 1_Overall - ED 01/15/2023 F 07/07/2025

GUL103.3 Bldg 1/Lvl 1_Overall - ED Triage 01/15/2023 G 01/26/2026

GUL103.4 Bldg 1/Lvl 1_Overall 07/07/2025 F 07/07/2025

GUL104 1013 Exam Room 01/15/2023 F 07/07/2025

GUL105 1021 Cast room 01/15/2023 F 07/07/2025

GUL106 1030 Procedure 01/15/2023 F 07/07/2025

GUL107 1066 Procedure 07/07/2025 F 07/07/2025

GUL108 1069 Hem/Onc 01/15/2023 F 07/07/2025

GUL109 1087 Procedure 07/07/2025 F 07/07/2025

GUL110 1096 Procedure 01/15/2023 F 07/07/2025

GUL111 1097/1097A Procedure 01/15/2023 F 07/07/2025

GUL112 1103A Toilet 01/15/2023 F 07/07/2025

GUL113 1184 Exam 07/07/2025 F 07/07/2025

GUL114 1189A Exam 07/07/2025 F 07/07/2025

GUL115 1189B Exam 07/07/2025 F 07/07/2025

GUL116 1192 Exam 07/07/2025 F 07/07/2025

GUL117 1193A Exam Neg Press 07/07/2025 F 07/07/2025

GUL118 1193B Exam Neg Press 07/07/2025 F 07/07/2025

GUL119 1195A Exam 07/07/2025 F 07/07/2025

GUL120 1195B Exam 07/07/2025 F 07/07/2025

GUL121 1195C Exam 07/07/2025 F 07/07/2025

GUL122 1197A Exam 07/07/2025 F 07/07/2025

GUL123 1199A Exam 07/07/2025 F 07/07/2025

GUL124 1199B Exam 07/07/2025 F 07/07/2025

HOIST = 825 LBS1.

NON - RECESSED /2.

CEILING HEIGHT = 9' - 0 ''3.

AFF TO DECK = 13' - 0'' (VIF)

ATTACHMENT TYPE =4.

METAL PAN

Revision Schedule

Date Issued by Number

07/07/2025 YC F

01/26/2026 YC G

TYPE B / TYPE C / TYPE P

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

175 mm (6 3/4") 3 mm (1/8")

99 mm (4")

MINIMUM

100 mm (4")

WALL

MAX. WEIGHT LIMIT 375 KG (825 LBS) FOR SINGLE HOIST

MAX. WEIGHT LIMIT 500 KG (1100 LBS) FOR TWIN HOIST WITH 564040 TROLLEY

CENTERED IN DOORWAY

76.2 mm (3")

.2 m m

DOOR JAM

MODIFICATIONS TO DOOR

FRAME/HEADER DONE BY FACILITY

AND COORDINATED WITH GULDMANN

PATIENT LIFT

m m

/2

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 1

GEN. INFO

GUL003

TRC01/15/2023

PROJECT ID:103067

NTS

GH3 TRANSFORMER

HOIST = 825 LBS1.

NON - RECESSED /2.

CEILING HEIGHT = 9' - 0 ''3.

AFF TO DECK = 13' - 0'' (VIF)

ATTACHMENT TYPE =4.

METAL PAN

Revision Schedule

Date Issued by Number

01/15/2023 TRC A

03/01/2023 TRC B

07/07/2025 YC F

01/26/2026 YC G

TYPE B / TYPE C / TYPE P

INTERSTITIAL STEEL, SPAN = 4' - 0''

NTS

COMBI-LOCK (SHORT CUT)

NTS

DOOR HEADER HOIST PASSTHROUGH

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 1

ATTACHMENT

GUL004

TRC01/15/2023

PROJECT ID:103067

Revision Schedule

Date Issued by Number

01/15/2023 TRC A

03/01/2023 TRC B

03/28/2023 KIT D

07/07/2025 YC F

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 1

ATTACHMENT

GUL004.1

TRC01/15/2023

PROJECT ID:103067

Revision Schedule

Date Issued by Number

01/15/2023 TRC A

03/01/2023 TRC B

03/28/2023 KIT D

07/07/2025 YC F

1 5/8" STEEL DBL CHANNEL,

OR EQUAL DETERMINED

BY DELEGATED DESIGN

SUBCONTRACTOR

HINGED BRACKET CONNECTOR

BY DELEGATED DESIGN

SUBCONTRACTOR

SPRING NUT

CONNECTORS DETERMINED

BY DELEGATED DESIGN

SUBCONTRACTOR

BRACE WHERE OCCURS

STEEL CHANNEL BRACKET

CLIPS DETERMINED

BY DELEGATED DESIGN

SUBCONTRACTOR

Wx BEAM

COLD ROLL DBL CHL INFILL BLOCK

BY 24" LONG FOR BOLT CLAMP

THRU GYPBOARD

(E) POURED GYPSUM SLAB @

B11 (E) CEILING AT B1

ANCHOR ROD

DETERMINED BY

DELEGATED DESIGN

SUBCONTRACTOR

CEILING

VARIES, VERIFY IN FIELD

TRANSVERSE

BRACE

LONGITUDINAL BRACE

COLD ROLL DBL CHL INFILL BLOCK BY 24"

LONG FOR BOLT CLAMP THRU GYPBOARD

(E) POURED GYPSUM

SLAB AT B11

(E) SUPT BMS OF

INTERSTITIAL FRAMING

COLD ROLL DBL CHL SUPT AND CONNECTOR CLAMPS

BY DELEGATED DESIGN SUBCONTRACTOR

ANCHOR ROD

DETERMINED BY

DELEGATED DESIGN

SUBCONTRACTOR

HINGED BRACKET

CONNECTOR

BY DELEGATED DESIGN

SUBCONTRACTOR

BOLTED CONN BY

DELEGATED DESIGN

SUBCONTRACTOR

SCALE : NTS4

DETAIL AT BLDG 11 AND SIM FOR BLDG 1

SCALE : NTS5

DETAIL AT BLDG 11 AND SIM FOR BLDG1

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 1

ATTACHMENT

GUL004.2

YC01/26/2026

PROJECT ID:103067

Revision Schedule

Date Issued by Number

01/26/2026 YC G

STRUCTURE DETAIL FROM P01 VA SD - PATIENT LIFTS Designs - 664-CSI-203 - IFC - 2025-02-07 1_Part3 (1).pdf

DETAIL 4-5/S1.10

HOIST = 825 LBS1.

NON - RECESSED /2.

CEILING HEIGHT = 9' - 0 ''3.

AFF TO DECK = 13' - 0'' (VIF)

ATTACHMENT TYPE =4.

METAL PAN

/2

H O

IS

T

/4

C -R

A

IL

T R

A V

E R

S E

C E

IL

IN

G

GUL005

H

O

IS

T

/4

T R

A V

E R

S E

C E

IL

IN

G GUL005

/4

H O

IS

T

/2

T R

A V

E R

S E

C E

IL

IN

G

GUL005

12'' MIN

/2

/4

/2

C-RAIL

B-RAIL

12'' MIN

/4

/2

/4

12'' MIN

/8

/4

/2

/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 1

PROJECT DETAILS

GUL005

TRC01/15/2023

PROJECT ID:103067

HOIST = 825 LBS1.

NON - RECESSED /2.

CEILING HEIGHT = 9' - 0 ''3.

AFF TO DECK = 13' - 0'' (VIF)

ATTACHMENT TYPE =4.

METAL PAN

Revision Schedule

Date Issued by Number

01/15/2023 TRC A

03/01/2023 TRC B

07/07/2025 YC F

TYPE B / TYPE C / TYPE P

3/4" = 1'-0"

B236 ELEVATION

3/4" = 1'-0"

TYPE B. ELEVATION

3/4" = 1'-0"

TYPE C. ELEVATION

1 1/2" = 1'-0"

B236. CEILING DETAIL

1 1/2" = 1'-0"

TYPE B. CEILING DETAIL

1 1/2" = 1'-0"

TYPE C. CEILING DETAIL

H O

IS

T

T R

A V

E R

S E

C E

IL

IN

G

/4

C O

M B

I- L

O C

K

GUL005.1

GUL005.1

/4

H O

IS

T

T R

A V

E R

S E

C E

IL

IN

G

GUL005.1

SEE GUL003

/2

/4

8'' MIN

/8

/8

/2

COMBI-LOCK

B-RAIL A-RAIL

/8

/4

8'' MIN

SEE GUL003

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 1

PROJECT DETAILS

GUL005.1

YC07/07/2025

PROJECT ID:103067

Revision Schedule

Date Issued by Number

07/07/2025 YC F

3/4" = 1'-0"

TYPE P. ELEVATION

3/4" = 1'-0"

TYPE P. ELEVATION. MONORIEL SECTION

1 1/2" = 1'-0"

TYPE P. CEILING DETAIL

1 1/2" = 1'-0"

TYPE P. COMBI-LOCK

1 1/2" = 1'-0"

TYPE P. ELEVATION. MONORIEL SECTION. CEILING DETAIL

HOIST = 825 LBS1.

NON - RECESSED /2.

CEILING HEIGHT = 9' - 0 ''3.

AFF TO DECK = 13' - 0'' (VIF)

ATTACHMENT TYPE =4.

METAL PAN

/8

H O

IS

T

/4

T R

A V

E R

S E

C E

IL

IN

G B

E D

R O

O M

C E

IL

IN

G B

A T

H R

O O

M

GUL005.2

GUL005.2

/8

/4

GUL005.2

/4

/8

/2

/4

/8

8'' MIN

90mm SPACERS

/4

/8

/4

/2

COMBI-LOCK

STRUT

SPACERS

(100mm)

B-RAIL A-RAIL

8'' MIN

/2

SEE GUL003

/4

/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:

VA SD BLDG 1

PROJECT DETAILS

GUL005.2

YC07/07/2025

PROJECT ID:103067

Revision Schedule

Date Issued by Number

07/07/2025 YC F

3/4" = 1'-0"

1097/1097A PROCEDURE. ELEVATION

3/4" = 1'-0"

1097/1097A PROCEDURE. MONORIEL SECTION

1 1/2" = 1'-0"

1097/1097A PROCEDURE. CEILING DETAIL

1 1/2" = 1'-0"

1097/1097A PROCEDURE. COMBI-LOCK DETAIL

1 1/2" = 1'-0"

1097/1097A PROCEDURE. MONORIEL SECTION. CEILING DETAIL

HOIST = 825 LBS1.

NON - RECESSED /2.

CEILING HEIGHT = 9' - 0 ''3.

AFF TO DECK = 13' - 0'' (VIF)

ATTACHMENT TYPE =4.

METAL PAN

P1 P2 P3

P4 P5 P6

S1 S2 S3 S4

FEC FEC FEC FEC

FEC

FEC

FEC

FEC

FEC

FEC

FEC

FEC

FEC

LIFT

TUNNELMORGUE

B236

DW

UP

UP

UP

UP

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 1

Level 0 - Overall

GUL100

YC07/03/2025

PROJECT ID:103067

HOIST = 825 LBS1.

NON - RECESSED /2.

CEILING HEIGHT = 9' - 0 ''3.

AFF TO DECK = 13' - 0'' (VIF)

ATTACHMENT TYPE =4.

Revision Schedule

Date Issued by Number

07/07/2025 YC F

1" = 30'-0"

Level 0 - Overall

TYPE B / TYPE C / TYPE P

1 ROOM / 1 SYSTEM

MORGUE

B236

/2

/8

2' - 0" 16' - 3 7/8"

GUL005

/2

/2

16' - 1 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 1

B236 Morgue

GUL101

TRC01/15/2023

PROJECT ID:103067

Revision Schedule

Date Issued by Number

01/15/2023 TRC A

03/01/2023 TRC B

07/07/2025 YC F

3/8" = 1'-0"

B236 Morgue

HOIST = 825 LBS1.

NON - RECESSED /2.

CEILING HEIGHT = 9' - 0 ''3.

AFF TO DECK = 13' - 0''

ATTACHMENT TYPE =4.

B-RAIL FIXED / C-RAIL TRAVERSE

B rail

Ceiling bracket, Extended

Hoist

Stabilizers

KEY

Hoist Transformer

C rail

Hoist Coverage Area

1080A

TOILET

1126A

EXAM 12

EXAM 13

EXAM 14

EXAM 15

HAC

PROCEDURE

HEM/ONC

PROCEDURE A

PROCEDURE B

EXAM 5

RESTROOM

1097A

CAST ROOM

PROCEDURE

EXAM ROOM

TOILET

1103A

9'-0"

9'-0"

8'-0"

9'-0"

9'-0"

9'-0"

9'-0"

9'-0"

9'-0"

EXAM

EXAM

COOR OFF.

HAS OFF.

BULL PEN

MD

WORKROOM

SW422

EXAM

SW426

MEDICATION

ROOM

SW434

SOILED

UTILITY RM.

SW414

EXAM

SW432

EXAM

SW436

EXAM

SW440

CLEAN SUPPLY

ROOM

SW430

EXAM

SW424

EXAM

SW442

EXAM

SW444

EVS

SW410

STOR.

SW445

HALL A

SW409

HALL B

SW407

HALL C

SW435

HALL D

SW425

CLINIC

COORD.

SW438

ELECTRICAL

SW402

EXAM

SW412

EXAM

SW408

EXAM

SW404

SIGNAL

CLOSET

SW416

I.T.

CLOSET

SW450

STAFF TLT.

SW446

PUBLIC

TOILET

SW401

GURNEY

ALCOVE

SW

A- FLO R - P FIX

A- W ND W

A- FLO R

A- D EC K

A- C LN G- H LID

I- SIG N

I- M ILL

I- P RTNI- C SW K

S -FRAM -BEAM

S -FRAM -JO IS

M - H VAC- R D FF

M - H VAC - SD FF

M - H VAC

E - LITE

A L L D I S CI P L IN E S L A YE R S

AR C H ITEC TU R AL

M EC H AN IC AL

E LEC TR IC AL

P LUM B IN G

IN TER IO R S

FIR E

P R O TECTIO N

EQ U IP M EN T

STR U C TU R AL

E- IN TC - W ALL

E- IN TC- C LN G

E- IN TC- C IR C

E- P OW R - SW B D

E- P OW R - PAN L

E- C O M M- W ALL

E- C OM M - CLN G

E- CO M M- C IR CE- C AB L- TR AY

E - LITE- W ALL

P - SAN R - VEN T

P - SAN R- P IP EP - SAN R - SU P P

P - SAN R - EQ P M

F- SP R N- H EADF- SP R N- P IP E

M - M DG S- PIP E

M - H VAC- P IP E

M - H VAC - SU P P

M - H VAC- R ETN

S- W ALL

S- TR U S

S- STR S

S - SLABS- JO IS

S- C O LS- G R ID

S- D EC K

S- B EAMS- B R AC

A- R O O F- LEVL

A- R O O F- O TLN

A - FLO R - LEVL

A- FLO R - O TLN

A- FLO R - TP TN

A- D OO R - DM IS

A- W ALL- D M IS

A- FLO R - R ISR

S -ST RU-O VHD

M - H VAC - EQ P M

A - P ATT - 0050

A- SITE- D EC K

A - P ATT - 0040

A- AR EA

X- R D M E

I- FUR N

CHAIR

CHAIR

S- FN D N

A- G LAZ- ID EN

A- R O O F

F- SPR N - CLH D

E- LITE- C IR C

A - G LAZ- SILL

A- G LAZ

A- W ALL- W N B DA- W ALL- STU D

A- W ALL- P R H T

A - W ALL- FU LL

A- D OO R - ID EN

A- O VH D- B LK S

A- O VH D- B LK F

A- O VH D - AW N G

A- FLO R - STR S

S- C O LS

P - SAN R- FLD R

M - H VAC- C D FF

A- FLO R - WD W K

Q - EQP M - ID EN

Q - EQ P M- C LN GQ - EQP M - HID E

Q - EQP M

Q - EQP M - REFG

E- LITE- C LN G

E- P O W R- W ALL

A - P ATT - 0030

A - P ATT - 0020

A - W ALL- P ATT

A- W ALL- JAM B

A- D OO R

A - P ATT - 0010

A -FL O R-P ATT

M - H VAC - EXH S

A- W ALK

A- P RO P

A -CLNG

A- C LN G- SU SP

PHASE 1 PHASE 2

PHASE 3

CONSTRUCTION WALL

RECEPTION + WAITING

11E

GUL104

GUL105

GUL106

1GUL107

GUL108

GUL109

GUL111

GUL110

GUL112

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 1

Bldg 1/Lvl 1_Overall - Ambulatory Area

GUL103.1

YC07/07/2025

PROJECT ID:103067

Revision Schedule

Date Issued by Number

07/07/2025 YC F

1" = 10'-0"

Level 1 - Ambulatory Area

10 ROOMS / 9 SYSTEMS

HOIST = 825 LBS1.

NON - RECESSED /2.

CEILING HEIGHT = 9' - 0 ''3.

AFF TO DECK = 13' - 0'' (VIF)

ATTACHMENT TYPE =4.

F.E.

EXAM 4

1199D

EXAM 3

1199C

EXAM 2

1199B

EXAM 1

1199A

EXAM 5

EXAM 6

EXAM 9

1189A

EXAM 10

1189B

EXAM 11

1189C

EXAM 12

EXAM/NEG.

PRESS. 13

1193A

EXAM/NEG.

PRESS. 14

1193B

EXAM 21

1197D

EXAM 20

1197C

EXAM 19

1197B

EXAM 18

1197A

EXAM 17

1195C

EXAM 16

1195B

EXAM 15

1197A

9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0"

9'-0"

9'-0"

9'-0"

9'-0"9'-0"9'-0"

9'-0"9'-0"

9'-0"

9'-0"

9'-0"

9'-0"

CORRIDOR

TEL/COM

DATA

HALL

1217C

MEDS

TLT

CLEAN STOR.

SUPPLIES LINEN

NURSE

STA.

WORK

PHYSICIANS CHARTING

HALL

1217B SOILED

HALL

PAT.

TLT.

NURSE

STA.

NURSE

STA. NURSE

STA.

HALL

OFFICE

GUL113

GUL115

GUL116

GUL117

GUL118

GUL119

GUL120

GUL121

GUL122

GUL123

GUL114

GUL124

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 1

Bldg 1/Lvl 1_Overall - ED

GUL103.2

TRC01/15/2023

PROJECT ID:103067

Revision Schedule

Date Issued by Number

01/15/2023 TRC A

03/01/2023 TRC B

07/07/2025 YC F

1" = 10'-0"

Level 1 - ED

HOIST = 825 LBS1.

NON - RECESSED /2.

CEILING HEIGHT = 9' - 0 ''3.

AFF TO DECK = 13' - 0'' (VIF)

ATTACHMENT TYPE =4.

METAL PAN

TYPE B / TYPE C / TYPE P

19 ROOMS / 19 SYSTEMS

OFFICE

OFFICE

CORR

OFFICE

OFFICE

PREP

MED

EXAM 1

EXAM 2

EXAM 3

TOILET

HAC

CORR

NURSE

WAITING

PROCEDURE

ROOM 2

BAY 7

1123J

BAY 6

1123I

BAY 5

1123H

EXAM

1123C

EXAM

1123B

EXAM

1123A

9'-0"

9'-0" 9'-0"

9'-0"

9'-0"

F

DW-1

032-1-1

1174E

1174B

1174A

1174F

1174C

1174D

1168035-1-1

1167A

1174A

DUMB

WAITER

VOID

KITCHENETTE

COUNTER

CONSULT

PHARMACY

OFFICE

OFFICE(S)

STAIR

VAULT

OFFICE

AUDIOMETRIC EXAM RM

SOUND BOOTH

EXAM RM

VOID

EXAM

RM

VESTIBULE

1128A CORRIDOR

CLINIC

WAITINGSW200

GUL125

GUL126

GUL127

GUL128

GUL129

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 1

Bldg 1/Lvl 1_Overall - ED Triage

GUL103.3

TRC01/15/2023

PROJECT ID:103067

Revision Schedule

Date Issued by Number

01/15/2023 TRC A

03/01/2023 TRC B

07/07/2025 YC F

01/26/2026 YC G

1" = 10'-0"

Level 1 - ED Triage

7 ROOMS / 5 SYSTEMS

HOIST = 825 LBS1.

NON - RECESSED /2.

CEILING HEIGHT = 9' - 0 ''3.

AFF TO DECK = 13' - 0'' (VIF)

ATTACHMENT TYPE =4.

ULTRASOUND

POOL

PHYSICAL

THERAPY

9' -0"

10' -0"

9' -0"

50 OCC.

62 OCC.

LINE OF CONSTRUCTION

050-1-1

020-1-1

047-1-1

056-1-1

068-1-1

052-1-1

055-1-1

057-1-1

058-1-1

061-1-1

010-1-1

011-1-1

018-1-1

017-1-1

026-1-1

023-1-1

021-1-1

067-1-1

022-1-1

1280B

1280A

SW8-1 SW7-1

SW6-1

SW5-1

054-1-1

053-1-1

1326A

14661467

1478A

1468B1468A

1478B1478C

14831488

1481A

1481B

1481C

1493D

1494B

1494C

1494A

1493 I1493H1494

1493E

1493C

1491A

049-1-1

1493F

1493J

1493G

1499C

046-1-1

1496A

1493B

051-1-1

1493A

1492A

P6P5P4

1492B

1492C

1497D

1403 1497C

1497B

1497D

1497A

1497E

1323 1349

1425A

143514341433

P3P2P1

1355A

S1 S2

S3 S4

1381A

1359A

1377A

060-1-1

059-1-1

1415C

1415A 1415B

1368A

S3-1-1

1409A

1408 1407

1285 1287

SW13-1

1304C

1304A

1308A

024-1-1

1316A

1837 1837A

18331832

1829A1829

1823A1823

1242E

1242B

1248 1279

1242D

1242C

123912401241

1816A

18021801A

1808D

1808A

1808C

1808B

1820 1821

1810A

1233A

OUTDOOR COURTYARD

SPID CLINIC

RECEPTION

HEALTH ASSESSMENT CLINIC

VOID

VET OF

FOREIGN

WARS OF

THE UNITED

STATES

TOILET(P)

VOID

VOID

VOID

WASH

ALCOVE

VOID

VOID

VOID

VOID

VOID

VOID

VOID

VOID

VOID

VOID

VOID

VOID

VOID

VOID

VOID

OFFICE

MALE

TOILET

RESTROOM

OFFICE

GENERAL STORAGE

TOILET(S)

DRESS

DRESS

GENERAL STORAGE

TOILET(P)

FEMALE

TOILET

MALE

TOIL…