TO CONTRACT DOCUMENTS ENTITLED - Campus Facilitiesoperations-webapps.missouri.edu/pdc/adsite/projects... · 2019-10-09 · TO CONTRACT DOCUMENTS ENTITLED: PROJECT MANUAL FOR: CP190671

Page 1 of 5

ADDENDUM #1

DATE: 10.09.2019

TO CONTRACT DOCUMENTS ENTITLED:

PROJECT MANUAL FOR: CP190671 CRITICAL CARE ADDITION – NEW CATH LAB

CP180491 CRITICAL CARE ADDITION – INTERVENTIONAL RADIOLOGY

EXPANSION

ADVERTISEMENT DATE: 09.18.2019

PREPARED FOR: The Curators of the University of Missouri

CONSULTANTS: CP190671

bcDESIGNGROUP

100 E Park Street, Suite 202

Olathe, KS 66061

913.232.2123 x802

CP180491

The Clark Enersen Partners

2020 Baltimore Ave, Suite 300

Kansas City, MO 64108

816.474.8237

Drawings and Specifications for the above noted project and the work covered thereby are

herein modified as follows, and except as set forth herein, otherwise remain unchanged and in full

force and effect:

DIVISION 1:

1. Section 1.A Bid for Lump Sum Contract

a. REVISE TO address to the following:

Curators of the University of Missouri

Campus Facilities, Planning Design & Construction

Room L100 (Front Desk)

General Services Building

University of Missouri, Columbia, Missouri 65211

2. Section 1.E Special Conditions

a. REMOVE the following Section 2 Special Scheduling Requirements, Part n in its

entirety.

n. Third Party Inspections language coming from Owner.

b. REVISE Section 12 Permits to the following:

12. Permits

Permits and inspection for work on UM property are required.

a. The owners Representative shall secure University Authority Having

Jurisdiction building permits required for the project and shall

provide a list of required inspection to the Contractor.

Page 2 of 5

i. The Contractor shall coordinate and provide reasonable

scheduling and access to the Work for the Owner’s

Inspection.

ii. Re-inspection of work as a result of either failed inspection

or work not ready as scheduled may be at the Contractor’s

expense.

b. The Contractor shall comply with applicable codes and

standards as listed in the Contract Documents, General Conditions,

and the Healthcare Construction Guidelines.

c. All permits, including, but not limited to Infection Control, Hot

Work, Fire Alarm, Energized Work and HVAC interruption shall be

coordinated and scheduled with the Owner’s Representative or

designee prior to commencement of the work.

d. Permits for Boilers, Water Heaters and Pressure Vessels require an

installation permit from the State of Missouri. Before commencement

of Boilers, Water Heaters or Pressure Vessels the Contractor must

obtain an installation permit from the State of Missouri, Division of Fire

Safety, Boiler and Pressure Unit as required by 11 CSR 40-2.010

through 11 CSR 40-2.065. The permit applications are available at

http://www.dfs.dps.mo.gov/programs/bpv/

c. REVISE Section 13 Specialties, Part a.(3).d to become paragraph (4) as shown

below.

(4) Owner purchased Fluoroscopy and CT Imaging equipment will require

special coordination to ensure proper location of all rough in requirements.

Coordination with the manufacture during construction will be required to

determine acceptance of the room rough ins.

d. REVISE Section 17 Modification to Information for Bidders: Bidders Statement of

Qualifications, Part (1) to the following:

(1) Reference: Information for Bidders, Article 8.4

Insert new Article 8.4 to read as follows:

In addition to the Bidder’s Statement of Qualifications, the Bidder

must also submit evidence and meet the following qualifications:

e. REMOVE the following Section 22 Quality Assurance Log, Part b in its entirety.

b. The contractor shall designate a competent person, separate from the

superintendent or Project Manager, to act as the contractor’s QA

coordinator. The QA coordinator is responsible for planning, scheduling,

coordinating, conducting and verifying all commissioning activities required

by the Quality Assurance Log and ensuring all building systems are

complete, operable and ready for use by the Owner. At a minimum,

building ventilation systems, chilled/hot water generation systems, hydronic

distribution systems, power distributions systems and fire detection and

alarm systems, as applicable.

f. REVISE Section 26 Project Management/Communication Requirements, Part a to

the following:

a. The Contractor shall be represented at the site by a full-time, competent

Superintendent with no other assigned duties or responsibilities from the

beginning of the work until its final acceptance, unless otherwise permitted

Page 3 of 5

by the Owner’s Representative. The Superintendent for the Contractor for

the general building work shall exercise general supervision over all

subcontractors of any tier engaged on the work with decision-making

authority of the Contractor.

CP190671 SPECIFICATION:

1. In Section 06 4023 Interior Architectural Woodwork, Part 2.1.C.2.a.1 REVISE to the following:

a. Provide Extira™Treated Exterior Composite as manufactured by Jeld-wen at all wet

area countertops and backsplashes. Use only adhesives recommended by the

manufacturer. Water based adhesives are not recommended.

2. In Section 10 5113 Metal Lockers, Part 2.1.A ADD the following manufacturer(s):

a. Lockers MFG

3. ADD Physicist’s Report after Section 13 4900 Radiation Protection

4. REPLACE Section 20 1080 Testing, Adjusting, and Balancing in its entirety.

CP190671 DRAWINGS:

1. On drawing 6/A100 Site Usage Plan, fence location to remain as drawn. Install a gate at

the sidewalk that leads to the hospital. No parking will be permitted on any walks.

2. Drawing E204:

a. ADDED keyed note number 7 with emergency lighting inverter product code

3. Drawing E304:

a. REVISED keyed note number 17 to provide 1 data cable at the Aiphone intercom

station

b. REVISED keyed note number 18 to revise location of laser outlet from foot end of

the patient table to the boom

c. ADDED keyed note 23 to provide dual voltage isolated power panel for 120 volt

loads as well as 208 volt laser outlet

d. ADDED remote line isolation monitors to Cath lab

e. REVISED “ISO1” size to provide 208 volt load for laser

f. REMOVED circuiting from “B1” and “B2” light booms to “ISO2”. These loads are

served from Steris TPCU lighting controller

g. ADDED circuiting to “C4” equipment boom for the laser outlet

h. ADDED circuiting for Leviton box

i. ADDED disconnect for Siemens equipment

4. Drawing E500:

a. REVISED feeder sizes for “ISO1” and “ISO2”

CP180491 DRAWINGS:

1. Sheet G0.02 – Infection Control Barrier Plan

a. Revise extents of First and Second Floor infection control barriers.

2. Sheet A1.11 – Second Floor Plan

a. Relocate wall between Fluoroscopy Procedure Room C2053G and CT Procedure

Room C2053H. Relocate Lead-Lined Sliding door.

3. Sheet A1.20 - Second Floor Reflected Ceiling Plan

a. Revise Ceilings in Fluoroscopy Procedure Room C2053G and CT Procedure Room

C2053H per new wall and sliding door location.

4. Sheet A6.21 – Interior Elevations

a. Revise CT Procedure Rm – West to show new sliding door location and ceiling

pocket.

Page 4 of 5

5. Sheet A6.40 – Door Schedule, Door Types, Frame Type, Casework Details

a. Revise Hollow Metal Frame Types HMF-2 and HMF-3

b. Provide notch in Lead-Lined Sliding Door.

6. Sheet S2.01 – Framing Plan & Details

a. Reference Second Floor Framing Plan on attached sheet S2.01 for modified sliding

door location, additional Unistrut framing and modified Unistrut spacings &

elevations.

7. Sheet FP1.01

a. Revise Sprinkler layout in Fluoroscopy Procedure Room C2053G and CT Procedure

Room C2053H per revised wall location.

8. Sheet M1.02 – Second Floor HVAC Plan

a. Revised ductwork layout in Fluoroscopy Procedure Room C2053G to coordinate

with updated Siemens drawings.

9. Sheet M4.02 – Mechanical Schedules

a. Updated Laboratory Gas Equipment Schedule to include WAGD

b. Changed MA-1 to MSA-1 in the Master Alarm Schedule

10. P1.02 – Second Floor Plumbing Plan

a. Added WAGD piping to the Procedure Rooms

b. Changed MA-1 to MSA-1

11. E2.01 – Second Floor Power & Auxiliary Systems Plan

a. Relocated power for sliding door motor

12. E2.02 – Procedure Rooms Power & Auxiliary Systems Plan

a. Revised plans, notes, and symbols list to correctly correspond with finalized Siemens

equipment drawings.

13. E3.01 – Electrical One Line Diagram

a. Revised electrical one line diagram to include UPS per finalized Siemens equipment

drawings.

SUBSTITUTION REQUESTS:

1. The following substitution requests are APPROVED EQUALS.

a. Lockers MFG Knock Down Series

CLARIFICATIONS, QUESTIONS, ANSWERS:

1. CP190671 Critical Care Addition - New Cath Lab

a. The contact for project CP190671 is Elizabeth Turner, 913.232.2123 x803.

b. Bidder Questions:

i. Q1: I have a question on the floor patching/Leveler, The bid form has a unit

price for patching and leveling- Base bid quantity 170 cu ft. We don't usually

price this in cubic feet so can we get this changed to a square foot price?

What do they expect the average thickness for this to be? I didn't find any

other information concerning the floor prep in the spec sections for flooring.

Can you give us a idea of what you are expecting to be included in the

base bid?

A1: The quantity will remain in cubic feet as this is a volume measurement

which takes thickness into its quantity. In some areas, the floors are uneven,

and the thickness of the leveler will vary.

Also, as noted in Section 1.A, the leveler is defined in Section(s) 09 6513, 09

6516, and 09 6519.16.

2. CP180491 Critical Care Addition – Interventional Radiology

a. Corridor outside of project area – half of the corridor must remain open.

Page 5 of 5

b. Work to occur on the first floor under the project must be scheduled with the users.

Work to occur over a weekend. Space must be made ready to for use during

working hours.

c. Duct routing above procedure rooms must be heavily coordinated.

d. Pneumatic tube system – provided by a third-party installer. Route of tube system to

be coordinated with the owner and third-party installer during construction.

ATTACHMENTS:

1. CP190671 Physicist’s Report

2. CP190671 Section 20 10 80 TESTING, ADJUSTING AND BALANCING

3. CP190671 Drawing Sheets E204, E304, and E500.

4. CP180491 Drawing Sheets G0.02, A1.11, A1.20, A6.21, A6.40, S2.01, FP1.01, M1.02, M4.02,

P1.02, E2.01, E2.02, E3.01

ISSUED BY:

Kurt M. Broeckelmann

bcDESIGNGROUP

END OF ADDENDUM #1

104

105

1. COORDINATE EXACT LOCATION OF OCCUPANCY SENSORS WITH HVAC DIFFUSERS ONSITE.

MAINTAIN 5-6' SEPARATION PER MANUFACTURERS INSTRUCTIONS.

GENERAL NOTES:

MECHANICAL

ROOM

4L06

MECHANICAL

ROOM

4L06A

CATH LAB

2

CONTROL

ROOM

12

HALL

1

CORR.

CC4002

PATIENT RM

4E38

TOILET

4E38A

TOILET

4E39A

PATIENT RM

4E39

TOILET

4E40A

PATIENT RM

4E40

TOILET

4E41A

PATIENT RM

4E41

ELEV.

EC4023

SOILED

UTILITY

11

CLEAN

LIFT

C4035A

OFFICE

22

ELEV.

EC4020

OFFICE

10

ELEC.

C4034

BREAK

23

C4039

CORR.

CC4000

NOUR

C4016C

RR

C4016A

STAIR

CS4007P

CONSULT

C4012

SUPPLY

15

CALL ROOM

26

CALL ROOM

16

TOILET

27

CARTS

17

CORR.

CC4003

LOCKER

24

LOCKER

25

COMM.

C4026

CLOSET

C4010A

COMPUTER

C4010B

COMP.

C4004A

CLOSET

C4004B

RR

C4019A

ELEC.

C4018

ON-CALL

C4019

ON-CALL

C4022

RT

C4025

READING

ROOM

21

CATH. LAB

C4004

CONTROL

C4007

CATH. LAB

C4010

`N4B'

`N42'

`C4B'

`C42'

`L4A'

`L41'

`N41'

`C41'

`C4A'

`N4A'

TV

SS

TVSS

FA

a

FA

a

FA

a

FA

a

FA

a

FA FA

FA

a

FA

a

FA FA

FA

a

FD

FD

FA

NL

FA

FD

FA

a

FA

FA

FA

FA

a

FA

a

FC

FC

FC

FA

a

FA FA

FA

FA

FA

FA

FA

FA

FA

FD

1

FD

1

DA

DADA

DA

DA

DA

DA

DA DA DA

`C41.1A'

`C41.1'

`T41.1'

`MP'

OS

VSDCS

OS

OS

VS

D

LC2

1

CS

OS

LC7

OS

OS

CS

LC7

OS

OS

OS

CS

OS

OS

CS

CS

CS

OS

OS

OS

LC1

1

OS

LC2

CS

CS

CS

LC2

OS

LC1

CS

LC2

CS

OS

CS

OS

OS

LC1

CS

CS

XB

LC2

CS

2

CS4

CS4

ISOLATED

POWER

PANEL

ÌSO1'

ÌSO2'

XA

XA

XA

XA

XA

FA

a

FA

a

FA

a

FA

a

FA

a

FA

a

DA

FB

3

UA

3

3

3

3

3

3

3

3

3

3

3

3

3

1 TIE LIGHTING POWER AND CONTROL INTO EXISTING CORRIDOR SYSTEM/CIRCUIT.

REFERENCE CATH LAB EQUIPMENT MANUFACTURER DRAWINGS FOR LIGHTING CONTROL

INTERFACE NECESSARY FOR INTEGRATION OF FOOT CONTROL AND IN-USE LIGHT.

CONNECT NEW LIGHT FIXTURES AND SWITCHES IN THIS ROOM TO EXISTING ROOM WIRING.

EXTEND AS NEEDED.

CRITICAL POWER FOR TYPE `FB' LIGHTING IN CATH LAB SHALL BE ROUTED THROUGH

EMERGENCY LIGHTING INVERTER.

CONNECT NEW DOWNLIGHT FIXTURES AND SWITCHES IN THIS ROOM TO EXISTING ROOM

WIRING. EXTEND AS NEEDED.

30A, 2P TOGGLE SWITCH CONNECTED TO "IN-USE" LIGHT. PROVIDE SWITCH WITH CLEAR

PLASTIC COVER. SWITCH SHALL BE CONNECTED SUCH THAT THE LASER OUTLET ON THE

EQUIPMENT BOOM IS ENERGIZED ONLY WHEN THE SWITCH IS IN THE ON POSITION. REFER TO

SHEET E304 FOR OUTLET LOCATION.

ELECTRICAL CONTRACTOR SHALL PROVIDE (1) ONE MYERS POWER EMERGENCY LIGHTING

INVERTER, MODEL LV-3-R-1-X OR PRE-APPROVED EQUAL. COORDINATE FINAL LOCATION IN

CONJUNCTION WITH SIEMENS EQUIPMENT WITHIN EQUIPMENT CLOSET.

KEYED NOTES:

2

3

4

UA

WA

WA

WA

LTS1

LTS1

LTS1

UA

b

UA

b

UA

b

UA

b

UA

b

4

4

4

4

4

4

4

4

UA

b

UA

b

UA

b

3

-1

`C41.1A'

FB

3

FB

3

FB

3

FB

3

FB

3

FB

3

FB

3

-3

`C41.1A'

5

5

55

5

5

5

5

5 5

5 5

750VA/W

EMERGENCY

LIGHTING

INVERTER

6

6

7

7

1

1

1

Proj

ect T

itle:

913.232.2123

100 E Park Street, Suite 202Olathe, KS 66061

Project Team:

MO Certificate of Authority NumberA-2011037290

bcDESIGNGROUP

bcdg Project #:MU Project #:

12275.16CP190671

Issue: Date:#

Unive

rsity

of M

issou

ri, Co

lumbi

a, M

issou

ri

BID SET | VOLUME 1

Issue Date: 09.18.2019

Drawn by:

McClure Engineering

314.645.62321000 Clark Ave, St. Louis, MO 63102

Bob D. Campbell & Co.

816.531.41444338 Belleview, Kansas City, MO 64111

Missouri Certificate of Authority #000087


CRITI

CAL C

ARE A

DDITI

ON

- NEW

CAT

H LA

BCP

1906

71

AUSTIN P. STRIEKER

STATE LIC. #PE-2014032649

N

1/4"=1'

2'1' 4'0

SCALE: 1/4" = 1' - 0"

PARTIAL 4TH FLOOR PLAN - LIGHTING

S:\071601.001 U

MC

M

UH

C C

ath Lab C

Ds\E

lec\E

204-071601.001.dw

g 09/25/19 09:44 T

Fisher

E204PARTIAL 4TH FL PLANLIGHTING

TWF

1 ADDENDUM #1 10.08.2019

104

105

MECHANICAL

ROOM

4L06

MECHANICAL

ROOM

4L06A

CATH LAB

2

CONTROL

ROOM

12

HALL

1

CORR.

CC4002

PATIENT RM

4E38

TOILET

4E38A

TOILET

4E39A

PATIENT RM

4E39

TOILET

4E40A

PATIENT RM

4E40

TOILET

4E41A

PATIENT RM

4E41

ELEV.

EC4023

SOILED

UTILITY

11

CLEAN

LIFT

C4035A

OFFICE

22

ELEV.

EC4020

OFFICE

10

ELEC.

C4034

BREAK

23

C4039

CORR.

CC4000

NOUR

C4016C

RR

C4016A

STAIR

CS4007P

CORR.

CC4000

CONSULT

C4012

SUPPLY

15

CALL ROOM

26

CALL ROOM

16

TOILET

27

CARTS

17

CORR.

CC4003

LOCKER

24

LOCKER

25

COMM.

C4026

CLOSET

C4010A

COMPUTER

C4010B

COMP.

C4004A

CLOSET

C4004B

RR

C4019A

ELEC.

C4018

ON-CALL

C4019

ON-CALL

C4022

RT

C4025

READING

ROOM

21

CATH. LAB

C4004

CONTROL

C4007

CATH. LAB

C4010

`N4B'

`N42'

`C4B'

`C42'

`L4A'

`L41'

REFRIGERATOR

ICE MAKER

G

MICROWAVE

2D

F

V

3

D

TV

3

CR CR

F

V

G

F

V

F

V

F

V

2

3D3D

F

V

3D

3D

3D3D

F

V

2D

2D

2D

2D 2D

F

V

F

V

TD

1

CR

G

4DEC 4DEC

CR CR

4

2D

F

V

CR

F

SD

2D

3

2D

F

SD

G

3

`N41'

`C41'

`C4A'

`N4A'

TV

SS

TVSS

G

G

2D

G

F

V

8

J J

8

J

7

C1

MONITOR

BOOM

J

9

J

7

8

C2

ANESTHESIA

BOOM

10

STERIS TPCU

LIGHT CONTROLLER

1. ALL WIRING FROM ISOLATED POWER PANELS SHALL BE LOW LEAKAGE TYPE XHHW-2 (ROME FR-XLP OR

EQUIVALENT).

2. ALL DEVICE COVER PLATES IN CATH LAB SHALL BE STAINLESS STEEL.

3. NURSE CALL DEVICES PROVIDED, INSTALLED AND WIRED BY OWNER'S NURSE CALL VENDOR, ALL

SYSTEMS. CONTRACTOR RESPONSIBLE FOR ALL CONDUIT, PULL-STRINGS AND BACKBOXES.

GENERAL NOTES:

13

3D

3D

J

11

F

V

6

J

SIEMENS

GENERATOR

CABINET

3D

J

SIEMENS CATH

TABLE

3D

3D

MONITOR

+84" AFF

3D

TOUCH

PANEL

+44" AFF

AUDIO

INPUT

+44" AFF

AUDIO

INPUT

TOUCH

PANEL

+44" AFF

3D

MONITOR

+84" AFF

N

D

N

CB

3D

13

13

N

MC

N

D

3D

`C41.1A'

`C41.1'

`T41.1'

3D

F

V

3D

F

V

COAX

S

S

WAP

STERIS

INTEGRATION

RACK

CR

CR

3D

3D

S

3D

14

PS-1

14

14

PS-2

PS-3

AIPHONE

AIPHONE

MASTER

CONSOLE

3D

3D

FREEZER

4DEC

WAP

VOLCANO

6

2D

STERIS

+80"AFF

RFID

RFID

RFID

COAX

COAX

15

16

17

+42"

4D

JJJ

1 DEDICATED DUPLEX RECEPTACLE FOR OWNER FURNISHED, OWNER

INSTALLED COPY MACHINE.

JUNCTION BOX FOR DATA CONNECTION TO RELOCATED TIME CLOCK.

POWER, DATA AND COAXIAL CONNECTION FOR OWNER FURNISHED,

CONTRACTOR INSTALLED TV. PROVIDE RECESSED OUTLET BOX FOR

RECEPTACLE, DATA AND COAXIAL CONNECTION.

SURFACE RACEWAY, MOUNTED 48" AFF, WITH RECEPTACLES 24" ON

CENTER. ALTERNATE RECEPTACLES BETWEEN CIRCUITS SHOWN.

POWER CONNECTION FOR SIEMENS PROVIDED, CONTRACTOR INSTALLED

UPS. EQUIPMENT POWER SHALL BE SOURCED FROM `RDP1', LOCATED IN

THE CCA BUILDING BASEMENT. REFER TO THE ONE-LINE DIAGRAM AND

CONDUIT ROUTING PLANS FOR MORE INFORMATION.

CATH LAB SHALL BE OPERATED IN PRIVATE MODE FOR FIRE ALARM

PURPOSES.

PROVIDE JUNCTION BOX FOR RECEPTACLES AT BOOM STRUCTURE.

INSTALL WHIP AS NECESSARY FOR CONNECTIONS TO BOOM ELECTRICAL

BOX. COORDINATE EXACT NEEDS \ LOCATION WITH MANUFACTURER. EC

SHALL HARDWIRE ELECTRICAL WHIP DURING STERIS INSTALLATION.

DATA CONNECTION FOR BOOM MOUNTED DATA OUTLETS.

PROVIDE JUNCTION BOX FOR MOTOR \ BRAKE AT BOOM STRUCTURE.

INSTALL WHIP AS NECESSARY FOR CONNECTIONS TO BOOM ELECTRICAL

BOX. COORDINATE EXACT NEEDS \ LOCATION WITH MANUFACTURER. EC

SHALL HARDWIRE ELECTRICAL WHIP DURING STERIS INSTALLATION.

ROUGH-IN BOX FOR TPCU FURNISHED BY STERIS AND INSTALLED BY THE

CONTRACTOR. ROUTE 120V POWER THROUGH 1/2" KNOCKOUT.

COORDINATE FINAL LOCATION WITH MANUFACTURER.

LEVITON BOX FOR POWER CONNECTION TO T1 JUNCTION BOX.

JUNCTION BOX FOR POWER CONNECTION TO EXISTING FURNITURE

LIGHTING. COORDINATE FINAL LOCATION OF JUNCTION BOX SO IT IS

BEHIND A FURNITURE PANEL. COORDINATE FURNITURE CONNECTION

WITH FURNITURE MANUFACTURER.

NEW STERIS CAMERA IN EXISTING ROUGH-IN.

FUNCTIONAL DEVICES PSH500A POWER SUPPLY FOR VAV BOX POWER.

NEW LOCATION OF EXISTING NURSE CALL MASTER CONTROL CONSOLE.

REFER TO SHEET ED100 FOR EXISTING LOCATION.

AIPHONE MASTER CONSOLE PROVIDED BY OWNER. PROVIDE 2D DATA

DROP BELOW COUNTER. COORDINATE FINAL LOCATION WITH OWNER

PRIOR TO ROUGH-IN.

AIPHONE INTERCOM STATION PROVIDED BY OWNER. PROVIDE 1D DATA

DROP AT 42" AFF. COORDINATE FINAL LOCATION WITH OWNER PRIOR TO

ROUGH-IN.

JUNCTION BOX FOR POWER CONNECTION TO L6-30 NEMA LASER OUTLET

AT BOOM STRUCTURE. INSTALL WHIP AS NECESSARY FOR CONNECTIONS

TO BOOM ELECTRICAL BOX. COORDINATE EXACT LOCATION WITH

MANUFACTURER. ELECTRICAL CONTRACTOR SHALL HARDWIRE

ELECTRICAL WHIP DURING STERIS INSTALLATION.

PROVIDE 10 kVA STANDARD ISOLATED POWER PANEL WITH (16) 20 AMP

CIRCUIT BREAKERS.

KEYED NOTES:

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

23

19

`MP'

S

3D

3D

3D

TV

+84" AFF

TV

+84" AFF

(4) 4D

(5) 4D

(4) 4D

G

J

12

T

D

D

D

D D

T D

1

1

1

1

1

3

3

3

3

5

`C4B'

`N4B'

`C4A'

`N4A'

ISOLATED

POWER

PANEL

ÌSO1'

ÌSO2'

20 CIRCUITS TO BE FED FROM ONE OF THE 120/208V NORMAL POWER

PANELS LOCATED IN ELECTRICAL ROOM `C4034' WITH AVAILABLE

SPARE BREAKERS. CIRCUIT NUMBERS INDICATED ON PLAN ARE

FOR GROUPING PURPOSES ONLY. ACTUAL CIRCUIT NUMBERS WILL

VARY.

CIRCUITS TO BE FED FROM ONE OF THE 120/208V NORMAL POWER




VARY.

CIRCUITS TO BE FED FROM ONE OF THE 120/208V CRITICAL POWER




VARY.

PROVIDE 25 kVA DUAL VOLTAGE ISOLATED POWER PANEL WITH (16)

20 AMP, 120V CIRCUIT BREAKERS AND (1) 30 AMP, 208V CIRCUIT

BREAKER.

KEYED NOTES CONTINUED:

20

1,3,5

l

7

11

9

11

11 13

20

7,9,11

l

13

13

15

15

15

15

17

17

19

19

20

-17,19

20

-13,15

1

3

1

3

3

3

21

1,3

l

21

2

22

2

4

4

66

22

-2,4,6

8

8

10

12

14

14

22

-8,10,12,14

4

2

42

4

2

6

6

-2,4,6

`C41.1A'

l

1

ÌSO1'

1

l

3,5

ÌSO1'

3,5

l

10

ÌSO1'

10

2,4,6,8

l

ÌSO1'

2,4,6,8

J

9

J

7

C3

EQUIP BOOM

l

10

ÌSO2'

10

2,4,6,8

l

ÌSO2'

2,4,6,8

7 9

9

l

ÌSO2'

9

l

1,3,5,7

ÌSO2'

1,3,5,7

C4 EQUIP BOOM

1212

l

12

ÌSO2'

11

l

ÌSO2'

11

1

1

15

l

ÌSO2'

15

7

9

ÌSO2'

l

13

11

9

7

11

11

11

7

7

9

9

7,9,11

l

ÌSO1'

-1,3,5

`C41.1A'

35

3

7,9-

`C41.1A'

J

12,14

l

12,14

ÌSO2'

1

1

1

23

1

1

1

1

1

1

LIMS

1

1

18

SIEMEN'S SD

1

Proj

ect T

itle:

913.232.2123


Project Team:


bcDESIGNGROUP


12275.16CP190671

Issue: Date:#

Unive

rsity

of M

issou

ri, Co

lumbi

a, M

issou

ri

BID SET | VOLUME 1


Drawn by:

McClure Engineering






CRITI

CAL C

ARE A

DDITI

ON

- NEW

CAT

H LA

BCP

1906

71

AUSTIN P. STRIEKER


N

1/4"=1'

2'1' 4'0

SCALE: 1/4" = 1' - 0"

PARTIAL 4TH FLOOR PLAN - POWER & SYSTEMS

S:\071601.001 U

MC

M

UH

C C

ath Lab C

Ds\E

lec\E

304-071601.001.dw

g 09/25/19 09:45 T

Fisher

E304PARTIAL 4TH FL PLANPOWER & SYSTEMS

TWF

1 ADDENDUM #1 10.08.2019

FIRST FLOOR

BASEMENT

SECOND FLOOR

THIRD FLOOR

SWITCHBOARD `RDP1'

1. COORDINATE ALL OUTAGES WITH OWNER PRIOR TO COMMENCEMENT

OF ANY WORK ACTIVITIES.

GENERAL NOTES:

2

125N

SWITCHBOARD `CDP1'

1

`MP'

125A

277/480

3P/4W

MCB

FOURTH FLOOR

100

`PU1'

100A

277/480

3P/3W

ÙPS'

15KVA

277/480

3P/3W

30N

`SD'

600V

30AF

30N30N

`SC1'

30A

277/480

3P/4W

250N

`C41.1'

250A

277/480

3P/4W

`T41.1'

75kVA

200T

100

`C41.1A'

200A

120/208

3P/4W

MCB

60

TVSS

175

ÌSO2'

25kVA

120/208

1P/3W

ÌSO1'

10kVA

120/208

1P/3W

PANEL

NB1

225AT

250AF

PANEL NDP1

PANEL

N11

400AT

400AF

PANEL

N21

225AT

250AF

PANEL

N31

225AT

250AF

PANEL

N41

225AT

250AF

PANEL

N51

225AT

250AF

PANEL

N71

225AT

250AF

PANEL

N81

225AT

250AF

SPARE

250AT

250AF

SPARE

250AT

250AF

250A

SPACE

250A

SPACE

250A

SPACE

100A

SPACE

100A

SPACE

1600A, 480/277V, 3-PHASE, 4-WIRE, 65K AIC

PANEL

N12

400AT

400AF

TVSS

PANEL NDP2

PANEL

N22

225AT

250AF

PANEL

N32

225AT

250AF

PANEL

N42

225AT

250AF

PANEL

N52

225AT

250AF

PANEL

N72

225AT

250AF

SPARE

225AT

250AF

SPARE

225AT

250AF

SPARE

250AT

250AF

SPARE

250AT

250AF

250A

SPACE

250A

SPACE

250A

SPACE

100A

SPACE

100A

SPACE


SPARE

1600AT

1600AF

GFP

Z


SPARE

1600AT

1600AF

GFP

Z

SPARE

1600AT

1600AF

GFP

Z

SPARE

1600AT

1600AF

GFP

Z

ATS-6

600AT

1600AF

GFP

Z

MCC-3

800AT

1600AF

GFP

Z

ATS-7

800AT

1600AF

GFP

Z

ATS-5

1000AT

1600AF

GFP

Z

ATS-2

800AT

1600AF

GFP

Z

TVSS

1600AT

1600AF

GFP

Z

1600A

SPACE

1600A

SPACE

1600A

SPACE

1600A

SPACE


1600AT

1600AF

GFP

Z

ATS-1

800AT

1600AF

GFP

Z

ATS-3

600AT

1600AF

GFP

Z

SPARE

1600AT

1600AF

GFP

Z

MCC-1

800AT

1600AF

GFP

Z

ATS-4

1000AT

1600AF

GFP

Z

1600AT

1600AF

GFP

Z

1600A

SPACE

1600A

SPACE

1600A

SPACE

1600A

SPACE

SPARE

1600AT

1600AF

GFP

Z

SPARE

1600AT

1600AF

GFP

Z

SPARE

1600AT

1600AF

GFP

Z

SPARE

4000AT

4000AF

GFP

Z

N.O.

K

3

3800AT

4000AF

GFP

Z

N.C.

K

1

3800AT

4000AF

GFP

Z

N.C.

K

2

UNIT SUBSTATION CCA1

UNIT SUBSTATION CCA2

POWER SUPPLY

`PS-1'

VAV

4W42

VAV

4W41

VAV

4W40

VAV

4W43

VAV

4W44

MOUNTED

ABOVE

CEILING

120V EQUIPMENT POWER

POWER SUPPLY

`PS-2'

VAV

4E41

VAV

4E40

VAV

4E42

MOUNTED

ABOVE

CEILING


POWER SUPPLY

`PS-3'

VAV

4E43

VAV

4E44

MOUNTED

ABOVE

CEILING


VAV CONNECTION DIAGRAMS

1 USE SPARE 250A, 3P BREAKER IN EXISTING PANEL `CDP1' LOCATED IN

BASEMENT.

INSTALL NEW 125A, 3P RMS BREAKER IN EXISTING PANEL `RDP1' LOCATED

IN BASEMENT. MATCH EXISTING TYPE, MANUFACTURER AND KAIC RATING.

SHUTDOWN TO OCCUR THURSDAY NIGHT STARTING AT 10:00 PM AND/OR

WEEKEND.

KEYED NOTES:

2

30

30N

30 3#10, 1#10 GRD - 3/4"C

4#10, 1#10 GRD - 3/4"C

40

40N

40 3#8, 1#10 GRD - 3/4"C

4#8, 1#10 GRD - 3/4"C

50

50N

50 2#4, 1#10 GRD - 1"C

4#6, 1#10 GRD - 1"C

60

60N

60 3#4, 1#10 GRD - 1 1/4"C

4#4, 1#10 GRD - 1 1/4"C

70

70N

70 3#4, 1#8 GRD - 1 1/4"C

4#4, 1#8 GRD - 1 1/4"C

100

100N

100 3#1, 1#8 GRD - 2"C

4#1, 1#8 GRD - 2"C

100T 4#1, 1#6 GRD - 2"C

125

125N

125 3#1, 1#6 GRD - 2"C

4#1, 1#6 GRD - 2"C

125T 4#1, 1#6 GRD - 2"C

150

150N

150

3#1/0, 1#6 GRD - 2"C

4#1/0, 1#6 GRD - 2"C

150T

4#1/0, 1#6 GRD - 2"C

175

175N

1753#2/0, 1#6 GRD - 2"C

4#2/0, 1#6 GRD - 2"C

175T4#2/0, 1#4 GRD - 2"C

200

200N

200

3#3/0, 1#6 GRD - 2"C

4#3/0, 1#6 GRD - 2"C

200T 4#3/0, 1#4 GRD - 2"C

225

225N

225 3#4/0, 1#4 GRD - 2 1/2"C

4#4/0, 1#4 GRD - 2 1/2"C

225T 4#4/0, 1#2 GRD - 2 1/2"C

300

300N

300 3#350MCM, 1#4 GRD - 3"C

4#350MCM, 1#4 GRD - 3"C

300T 4#350MCM, 1#2 GRD - 3"C

400

400N

350/400 3#500MCM, 1#3 GRD - 3 1/2"C

4#500MCM, 1#3 GRD - 3 1/2"C

400T 4#600MCM, 1#1/0 GRD - 4"C

450 450 TWO (2) 2 1/2" CONDUITS WITH

3#4/0, 1#2 GRD IN EACH

450N TWO (2) 2 1/2" CONDUITS WITH

4#4/0, 1#2 GRD IN EACH

500 500 TWO (2) 3" CONDUITS WITH

3#250MCM, 1#2 GRD IN EACH

500N TWO (2) 3" CONDUITS WITH






600S TWO (2) 3" CONDUITS WITH

4#350MCM, IN EACH


3#500MCM, 1#1/0 GRD IN EACH



800T TWO (2) 4" CONDUITS WITH


1000 1000 THREE (3) 3 1/2" CONDUITS WITH


1000N THREE (3) 3 1/2" CONDUITS WITH


1200 1200 FOUR (4) 3" CONDUITS WITH


1200N FOUR (4) 3" CONDUITS WITH


1200T FOUR (4) 3" CONDUITS WITH


1600 1600 FOUR (4) 3 1/2" CONDUITS WITH


1600N FOUR (4) 3 1/2" CONDUITS WITH


2000 2000 FIVE (5) 4" CONDUITS WITH

3#600MCM, 1#250MCM GRD IN EACH

2000N FIVE (5) 4" CONDUITS WITH


2000T

FIVE (5) 4" CONDUITS WITH


2500 2500 SEVEN (7) 4" CONDUITS WITH


2500N SEVEN (7) 4" CONDUITS WITH


3000 3000 EIGHT (8) 4" CONDUITS WITH


3000N EIGHT (8) 4" CONDUITS WITH


3000T EIGHT (8) 4" CONDUITS WITH


3#12, 1#12 GRD - 3/4"C

4#12, 1#12 GRD - 3/4"C

20

20N

20

5#8 - 1"CTVSS

10#10 - 1"CMETER

1200S

FOUR (4) 3" CONDUITS WITH

4#350MCM IN EACH

400S

3#500MCM - 3 1/2"C

80

80N

80 3#3, 1#8 GRD - 1 1/4"C

4#3, 1#8 GRD - 1 1/4"C

600TTWO (2) 3" CONDUITS WITH


800S TWO (2) 4" CONDUITS WITH

4#500MCM IN EACH

2000S

FIVE (5) 4" CONDUITS WITH

4#600MCM IN EACH

3000S EIGHT (8) 4" CONDUITS WITH

4#500MCM IN EACH

250

250N

250 3#250MCM, 1#4 GRD - 3"C

4#250MCM, 1#4 GRD - 3"C

1600T FOUR (4) 3 1/2" CONDUITS WITH


SIEMEN'S

EQUIP

SIEMEN'S

EQUIP

SIEMEN'S

EQUIP

3 3

3

VAV

4W30

3#6, 1#10 GRD - 1"C50

1

Proj

ect T

itle:

913.232.2123


Project Team:


bcDESIGNGROUP


12275.16CP190671

Issue: Date:#

Unive

rsity

of M

issou

ri, Co

lumbi

a, M

issou

ri

BID SET | VOLUME 1


Drawn by:

McClure Engineering






CRITI

CAL C

ARE A

DDITI

ON

- NEW

CAT

H LA

BCP

1906

71

AUSTIN P. STRIEKER


S:\071601.001 U

MC

M

UH

C C

ath Lab C

Ds\E

lec\E

500-071601.001.dw

g 09/25/19 09:45 T

Fisher

E500RISER DIAGRAM

TWF

1 ADDENDUM #1 10.08.2019

Page 1 20 10 80 10/08/19

20 10 80 TESTING, ADJUSTING AND BALANCING

20 10 81 GENERAL

A. Drawings and general provisions of Contract, including General and Special Conditions apply to this section.

B. This scope of services specifies the requirements and procedures for mechanical systems testing, adjusting, and balancing. Requirements include measurement and establishment of the fluid quantities of the mechanical systems as required to meet design specifications, and recording and reporting the results. The test and balance work will be performed by the Owner’s personnel. It is the Contractor’s responsibility to assist as outlined below.

C. Test, adjust and balance the following mechanical systems which are shown in the construction documents.1. Supply air systems, all pressure ranges, including variable volume and

constant volume systems.2. Return air systems.3. Exhaust air systems.4. Hydronic systems.5. Steam distribution systems.6. Cooling towers.7. Verify temperature control system operation.8. Plumbing water systems (i.e. recirculation pumps, booster pumps).

20 10 82 CONTRACTORS RESPONSIBILITIES

A. The contractor’s responsibilities are as follows:1. Notify the Owner’s Representative fourteen (14) days prior to the

schedule date for balancing the system.2. Schedule a two (2) week allowance for the testing and balancing firm to

complete the testing and balancing work when scheduling completion of all work required of the Contractor by the contract documents.

3. Cooperate with the testing and balancing firm and shall make all necessary preparations for the TAB efforts.

4. Complete the following work prior to requesting the TAB effort.a. Clean and flush all piping systems.b. Leak test and make tight all piping systems.c. Fill all piping systems with clean water.d. Clean and seal all ductwork systems.e. Service and tag all equipment.f. Set and align all motors and drives.g. Start up and prove all equipment and systems.h. Make preliminary settings on all control devices and

have all systems operational.i. Operate all systems successfully for twenty-four (24)

hours minimum.5. Lubricate all motors and bearings.6. Check fan belt tension.7. Check fan rotation.8. Patch insulation, ductwork and housing, using materials identical to

those removed.9. Seal ducts and piping, and test for and repair leaks.

Page 2 20 10 80 10/08/19

10. Seal insulation to re-establish integrity of the vapor barrier.11. Attend a coordination meeting prior to the balancing of the system and a

coordination meeting following the balancing of the system.12. Provide a complete set of as-built drawings prior to the TAB effort.13. Provide craftsmen of the proper trade to work with the TAB firm to make

adjustments and installation changes as required.14. Change out fan sheaves when and if required by the TAB firm.15. Dedicate the resources to accommodate all changes identified by the

test and balance firm in a timely manner.16. If a significant rebalance (Owner’s determination) of the HVAC system is

required due to the Contractor’s failure to properly install and check out the HVAC system, the cost of rebalancing the system shall be borne by the Contractor.

20 10 83 PRE-BALANCING CONFERENCE

A. Prior to beginning of the testing, adjusting and balancing procedures, a conference with the Owner’s representative, Engineer and the Test and Balance Agency’s representative will be held. The objective of the conference is final coordination and verification of system operation and readiness for testing, adjusting and balancing.

20 10 84 SEQUENCING AND SCHEDULING OF SERVICES

A. Test, adjust and balance the air conditioning systems during summer season and heating systems during winter season. This includes at least a period of operation at outside conditions within 5 deg. F wet bulb temperature of maximum summer design condition, and within 10 deg. F dry bulb temperature of minimum winter design conditions. Take final temperature readings during seasonal operation.

20 10 85 WORK INCLUDED

A. Testing and adjusting each air handling unit and return/relief fan to achieve the design airflow rates as scheduled.

B. Testing and adjusting each new or modified VAV box to achieve design minimum and maximum airflows, water flows, and heating capacity as scheduled.

C. Testing and adjusting each existing-to-remain VAV box serving the cath lab suite and immediately adjacent areas. Tests shall include pre-reads of each box at max and min airflow setpoints prior to any renovation work taking place. At the completion of the work, existing boxes shall be tested and balanced to ensure initial airflows are maintained.

D. Testing and adjusting each terminal unit water flow rate and/or airflow rate to achieve design flows and capacities.

E. Testing and adjusting each new exhaust branch connection to achieve design airflow rate as scheduled.

F. Testing and adjusting each air device to achieve design airflow rate as indicated on the plans.

G. Testing and adjusting the systems to maintain pressure relationships as required per ASHRAE 170. Note this will require repeated balancing of all system to obtain the pressure relationships.

Page 3 20 10 80 10/08/19

1. Cath Lab: positive to all adjacent spaces (+0.01 in. wc)2. Clean Supply: positive to adjacent spaces3. Soiled Utility: negative to adjacent spaces

H. Test and survey of all applicable central air handling units (AHU-4, AHU-5, AHU-6 & AHU-7) at the time of balancing to document operating conditions. This testing shall include, but shall not be limited to:

1. pressure profile across all components/sections of the AHU2. VFD speed command and Hz for all fans (supply and return)3. Duct static pressures in suply and return mains at both the entrance to

the shaft (in 8th floor mechanical room) and at the shaft connections at the 4th floor

4. Chilled water and heating water coil flows and control valve positions

I. Test and survey of central exhaust fans (EF-15A & EF-15B) at the time of balancing to document operating conditions. This testing shall include, but shall not be limited to:

1. Total static pressure at exhaust fans2. Total exhaust system airflow3. Fan speed (rpm) for each fan

UP

DN

VITREOU

S CHIN

AC

_TOILETS

AN

GLESEYK

-4396

VITREOU

S CHIN

AC

_TOILETS

AN

GLESEYK

-4396

VITREOU

S CHIN

AC

_TOILETS

AN

GLESEYK

-4396

UPDOWN

2

2

2

1

1

4

4 4 4

4

4

4

5 5

3

3

3

WORK WITHIN THE HATCHED AREA TO OCCUR AFTER REGULAR BUSINESS HOURS AND ON WEEKEND ONLY. WORK MUST BE COMPLETED BEFORE 12:00 AM MONDAY TO ALLOW TERMINAL CLEANING BY ENVIRONMENTAL SERVICES PRIOR TO RE-OCCUPATION

USE EXISTING WINDOW OPENINGS TO MEET NEGATIVE AIR FLOR REQUIREMENTS PER SPECIFICATIONS.

1

1

4

4

1

3

3

3

3

3 3

3

1

COORDINATE MATERIAL STAGING AREAS w/ MU OWNER'S REPRESENTATIVE

6

1

6

6

WORK WITHIN THE HATCHED AREA TO OCCUR AFTER REGULAR BUSINESS HOURS AND ON WEEKEND ONLY. WORK MUST BE COMPLETED BEFORE 12:00 AM MONDAY TO ALLOW TERMINAL CLEANING BY ENVIRONMENTAL SERVICES PRIOR TO RE-OCCUPATION

001A

3

3

3

3

5

1

5

1

THIS ELEVATOR FOR CONSTRUCTION USE

SCHEDULE USE OF THIS ELEVATOR WITH OWNER BEFORE USE

5

6

AS1.01 3

WORK WITHIN THE HATCHED AREA TO OCCUR ON WEEKEND ONLY. WORK MUST BE COMPLETED BEFORE 12:00 AM MONDAY TO ALLOW TERMINAL CLEANING BY ENVIRONMENTAL SERVICES PRIOR TO RE-OCCUPATION

4 4

4 4 4

4

4 4

3

3

5

5

3

3

1

001A

Key Plan

AREA

OF

WORK

#SHEET HISTORY:

?

? - #

Kansas City, Missouri

2020 Baltimore Avenue, Suite 300

Kansas City, MO 64108-1914

816 474.8237 Fax 816 474.8233

Lincoln, Nebraska

Fairway, Kansas

Landscape Architecture

www.clarkenersen.com

Architecture

EngineeringInteriors

Plo

t Ti

me

Sta

mp

:

File

Lo

ca

tio

n/N

am

e:

ISSUED

BID SET / VOLUME II

10

/8/2

01

9 1

0:1

6:4

0 A

M

C:\

(1)

Re

vit

Pro

jec

ts\

20

19

\M

U I

R-A

-19

_sa

rah

.ja

nia

k@

cla

rke

ne

rse

n.c

om

.rv

t

Infection Control Barrier

Plan

G0.20

TCEP No.: 624-149-17

Columbia, MO

University of MissouriTeaching HospitalCritical Care Addition -Interventional RadiologyExpansion

September 18, 2019

MU No.: CP180491

09/18/2019 CONTRACT DOCUMENTSSCALE: 1/16" = 1'-0"

SECOND FLOOR I.C. PLAN1

SCALE: 1/16" = 1'-0"

FIRST FLOOR I.C. PLAN2

INFECTION CONTROL BARRIER FB-3. THE BARRIER SHALL BE CONSTRUCTED OF 6 OR 10-MIL FIRE-RESISTANT POLYETHYLENE EXTENDING FROM FLOOR TO CEILING WITH A ZIPPER (ZIP WALL) OPENING. IF NECESSARY, NON-COMBUSTIBLE COMPONENTS (ZIP POLES, ETC.) SHALL BE UTILIZED TO SUPPORT THE POLYETHYLENE. THE BARRIER SHALL BE ADEQUATELY SEALED AT THE FLOOR AND CEILING CONNECTIONS AND BE MAINTAINED THROUGHOUT THE PROJECT TO PREVENT THE MIGRATION OF DUST FROM THE WORK AREA INTO THE ADJACENT OCCUPIED SPACE. THE ZIPPER/ZIP WALL OPENING SHALL REMAIN CLOSED DURING THE WORK PERIOD. THERE SHALL BE NO ADDITIONAL PENETRATIONS IN THE BARRIER. DASHED LINE REPRESENTS THE EXTENT OF THE FB-3 I.C. BARRIER REQUIREMENTS.

INFECTION CONTROL BARRIER EW-2. THE BARRIER SHALL BE ACHIEVED UTILIZING AN EXISTING WALL ASSEMBLY AS AN INFECTION CONTROL BARRIER. THE ASSEMBLY MUST EXTEND TO THE DECK/FLOOR ABOVE. THE ASSEMBLY SHALL BE VISUALLY EXAMINED AND ALL PENETRATIONS/OPENINGS OBSERVED IN THE ASSEMBLY SHALL BE REPAIRED AND/OR ADEQUATELY SEALED AND MAINTAINED THROUGHOUT THE PROJECT. TO PREVENT THE MIGRATION OF DUST FROM THE WORK AREA INTO ADJACENT OCCUPIED AREAS. DOOR OPENINGS IN THE ASSEMBLY, NOT BEING UTILIZED AS A CONTROLLED ACCESS POINT INTO THE PROJECT AREA, SHALL BE SEALED UTILIZING OPENING PROTECTIVES (OP-11) CRITERIA. DASHED LINE REPRESENTS THE EXTENT OF THE EW-2 I.C. BARRIER REQUIREMENTS.

EXTENTS OF ROOM TO ACT AS INFECTION CONTROL BARRIER EW-2. THE BARRIER SHALL BE ACHIEVED UTILIZING AN EXISTING WALL ASSEMBLY AS AN INFECTION CONTROL BARRIER. THE ASSEMBLY MUST EXTEND TO THE DECK/FLOOR ABOVE. THE ASSEMBLY SHALL BE VISUALLY EXAMINED AND ALL PENETRATIONS/OPENINGS OBSERVED IN THE ASSEMBLY SHALL BE REPAIRED AND/OR ADEQUATELY SEALED AND MAINTAINED THROUGHOUT THE PROJECT TO PREVENT THE MIGRATION OF DUST FROM THE WORK AREA INTO ADJACENT OCCUPIED AREAS. DOOR OPENINGS IN THE ASSEMBLY, NOT BEING UTILIZED AS A CONTROLLED ACCESS POINT INTO THE PROJECT AREA SHALL BE SEALED UTILIZING OPENING PROTECTIVES (OP-11) CRITERIA.

-ITEMS IN THE ROOM/SPACE SHALL BE COVERED COMPLETELY WITH POLYETHYLENE-ROOM DOOR(S) SHALL REMAIN CLOSED DURING THE WORK PERIOD.-A HEPA-FILTERED AIR-SCRUBBER SHALL BE UTILIZED INSIDE THE ROOM.-ALL CUTTING OF GYPSUM BOARD SHALL BE PERFORMED USING KNIFE OR HAND TOOL(S), NO POWER EQUIPMENT MAY BE UTILIZED.-'CLEAN AS YOU GO' ANY DEBRIS THAT FALLS UPON SURFACES IN THE WORK AREA SHALL BE COLLECTED UTILIZING A HEPA-FILTERED VACUUM.-THE ROOM SHALL BE CLEANED BY ENVIRONMENTAL SERVICES STAFF PRIOR TO RE-OCCUPANCY OF THE SPACE.

-ROOM DOORS(S) ADJACENT TO THE WORK AREA IN CORRIDORS SHALL REMAIN CLOSED DURING THE WORK PERIOD.-POLYETHYLENE BARRIERS TO BE INSTALLED TO CONTAIN WORK AREA PER I.C. PLANS.-ALL CUTTING OF GYPSUM BOARD SHALL BE PERFORMED USING KNIFE OR HAND TOOL(S), NO POWER EQUIPMENT MAY BE UTILIZED.-'CLEAN AS YOU GO' ANY DEBRIS THAT FALLS UPON SURFACES IN THE WORK AREA SHALL BE COLLECTED UTILIZING A HEPA-FILTERED VACUUM.-THE ROOM SHALL BE CLEANED BY ENVIRONMENTAL SERVICES STAFF PRIOR TO RE-OCCUPANCY OF THE SPACE.

MINIMUM HALF CORRIDOR OUTSIDE WORK AREA MUST REMAIN OPEN AT ALL TIMES. FULL SHUT DOWN OF CORRIDOR AT CONFLICT POINTS MUST BE SCHEDULED WITH OWNER BEFORE SHUT DOWN.

1.

2.

3.

4.

5.

6.

INFECTION CONTROL BARRIER NOTES

0 8' 16' 32'4'0 8' 16'

0 8' 16' 32'4'0 8' 16'

A - 001 10/08/2019 ADDENDUM #1

DN

FRONT

DN

1. THE GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS SHOWN ON THE PLANS PRIOR TO COMMENCEMENT OF THE WORK. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO COORDINATE INSTALLATION OF NEW WORK WITHIN THESE EXISTING CONDITIONS. ANY DEVIATIONS IN EXISTING CONDITIONS OR DIMENSIONS INDICATED SHALL BE COORDINATED WITH THE ARCHITECT AND OWNER.

2. ALL WALL / GENERAL PLAN DIMENSIONS ARE TO FACE OF MASONRY, FACE OF CONCRETE, AND TO FACE OF GYP. BOARD, TYP.

3. CONSTRUCTION OF WALLS ARE DESIGNATED STARTING ON TAG SIDE OF WALL.

4. ALL INTERIOR WALL FRAMING NOTED IN WALL TYPE SCHEDULE EXTENDS TO STRUCTURAL DECKING, BRACE AS REQUIRED. PROVIDE DEEP LEG SLIP TRACK AT TOP OF ALL INTERIOR WALLS / STUDS EXTENDING TO STRUCTURE TO ALLOW FOR DEFLECTION OF STRUCTURE.

5. INTERIOR DOOR FRAMES SHALL BE INSTALLED WITH THE HINGE SIDE OF DOOR FRAME 4" FROM ADJACENT WALL, UNLESS OTHERWISE DIMENSIONED.

6. ALL STEEL STUDS ARE MIN. 25 GA. UNLESS NOTED OTHERWISE. 20 GA STEEL STUDS REQUIRED AT ALL CEMENTITIOUS BACKER BOARD AND ABUSE RESISTANT GYPSUM BOARD AS SPECIFIED.

7. CONTRACTOR SHALL BE RESPONSIBLE FOR PRICING AND INSTALLATION OF APPROPRIATE FRAMING NEEDED FOR WALLS HEIGHT. REFER TO “INTERIOR STEEL STUD FRAMING GAGE TABLE (1)” ON SHEET A0.00 FOR FRAMING GAGES AND STUD SIZING REQUIREMENTS.

8. REFER TO CODE COMPLIANCE PLANS FOR LOCATION OF FIRE RATED WALLS AND SMOKE SEPARATION WALL LOCATIONS AND REQUIREMENTS.

9. ALL OPENINGS IN RATED ASSEMBLIES SHALL BE SEALED WITH FIRE / SMOKE RATED MATERIALS AND ASSEMBLIES. INSTALL RATED JOINT SEALANTS AT BOTH FACES OF PARTITIONS, AT PERIMETERS, AND THROUGH FIRE RATED ASSEMBLIES. REFERENCE CODE COMPLIANCE PLANS FOR LOCATION OF RATED ASSEMBLIES.

10. ALL EXPANSION JOINT COVERS WITH CONNECTION TO RATED ASSEMBLIES SHALL MEET THE SAME REQUIRED RATING AS THE ASSEMBLY. REFERENCE CODE COMPLIANCE PLANS FOR LOCATION OF RATED ASSEMBLIES.

11. ALL STC-RATED WALL ASSEMBLIES AND PARTITIONS INDICATED SHALL HAVE STAGGERED SHEATHING AND GYP. BOARD JOINTS ON OPPOSITE SIDES OF ASSEMBLIES. REFERENCE WALL TYPE SCHEDULE FOR SOUND ATTENUATION INSULATION REQUIRED WITHIN STUD CAVITIES. SEAL ASSEMBLIES AT CONSTRUCTION PERIMETERS, DECKING MATERIAL (TOP & BOTTOM), BEHIND CONTROL JOINTS, AND AT ALL OPENINGS AND PENETRATIONS WITH A CONTINUOUS BEAD OF ACOUSTICAL JOINT SEALANT. INSTALL ACOUSTICAL JOINT SEALANTS AT BOTH FACES OF ASSEMBLIES

12. GENERAL CONTRACTOR SHALL COORDINATE REPAINTING OF WALLS BETWEEN SUBCONTRACTORS AFTER EXISTING FIXTURES ARE SCHEDULED TO BE REMOVED AND PRIOR TO FIXTURES BEING REINSTALLED. REFER TO ELECTRICAL & MECHANICAL PLANS.

GENERAL PLAN NOTES

CONTROLROOM

C2053K

FLUOROSCOPYPROCEDUREROOM

C2053G

CHECK IN

C2053D

CTPROCEDUREROOM

C2053H

EQ.

C2053J

47' - 8 5/8" 4 7/8" 8' - 5 3/8"

Y3

X3

Y3

Y3

Y3

Y3

Y3

B3

B3SHIELDED GLASS

SHIELDED DOOR

SHIELDED DOOR

EQ.

C2053F

16' -

7 1

/8"

READINGROOM

C2053E

ULTRASOUND

C2053B

MED.SUPPLIES/PAR

C2053Q

PATIENT

C2053P

CLEANLINEN

C2053N

RECEIVING

C2053A

SOILED

C2053M

CORRIDOR

C2053

EQUIPMENT

C2053C

C2053A.1

C2053J

A6.201 3

A6.20 2

H3 H3 H3

SHIELDED GLASS

X4

M3

M3

H6

X3H4

X3

X3

X3

X3

H3

M3

M3

M3

M3

M3

H3M4

H3

M3

M3

X3

C20

53H

C20

53G

C20

53K

C2053F

C2053B

C2053E

C20

53M

C20

53N

C20

53C

C2053Q

C2053A.2

HMF-2 HMF-3

A6.20

6

A6.2012

4 7/

8"13

' - 4

3/8

"4

7/8"

22' -

6 1

/8"

4 7/

8"6'

- 0

"5

5/8"

12' -

9 1

/4"

4 7/

8"6'

- 8

"

ALI

GN

H3

H3

4 7/

8"4'

- 1

"4

7/8"

1' -

11

1/4"

5 5/

8"3'

- 0

"3'

- 1

"4'

- 1

1"

21' -

10

1/4"

4 7/8" 4' - 0 1/2" 2" 4 7/8"

2 7/8"

11' - 10 1/2"

2"

4 7/8" 8' - 0"

4 1/

4"2'

- 1

1 3/

8"4

7/8"

5' -

6 3

/8"

4 7/

8"10

' - 3

"6'

- 0

"4

7/8"

7' -

7 1

/8"

4 7/

8"1'

- 3

"

4 7/8" 9' - 3" 4 7/8" 8' - 9"4 7/8" 8' - 1 1/4"

A6.209

8

11

A6.21 1

SLO

PE

1"

: 36"

12' -

0"

RA

MP

6

A2.10

8' -

9 3

/4"

4 1/

4"

2' - 3 1/4"

B3

M3

H3

10

A6.20

4

A6.20135

2

4

C20

53K

.1

C20

53K

.2

MB-4

114' - 0"

113' - 8"

X3

OVERHEAD CUBICLE CURTAIN & TRACK

MOBILE MEDICAL SUPPLY CABINETS, BY OWNER





5' - 0"

SHIELDED DOOR

4 1/4" 1' - 5 3/8" 4 7/8"

M3

M3

B3

B3

7

6' - 0" 1' - 2" 3' - 4" 4"

A B CZ.9

2

3

4

5

5

A2.10

Sim

C2053R

SLOPE 1" : 36"

12' - 0" RAMP

114' - 0" 113' - 8"

CORRIDOR

C2053R

FEC-2(RECESSED)

CORRIDOR

CC2010

RR

C2029A

SLEEPEGG

C2029

SLEEPEGG

C2030

EMG-1

C2031

EEG-1

C2033

SUB.WAITING

C2034

OFFICE

C2035

EXAM

C2036

PAT.TOILET

C2037

SLEEP LAB

C2038A

SLEEPMSLT

C2028

CORRIDOR

CC2003

CORRIDOR

CC2002

ELEC.

C2057

COMMCLOSET

C2010

PHYSICIANWORK

C2040

CORRIDOR

CC2040

OFFICE

C2054

STORAGE

C2056

RR

C2052

RR

C2050

CORRIDOR

CC2019

3

C20

53

A6.21 8

PROVIDE GROMMET IN COUNTERTOP

6

MOBILE TABLE

5

7

A6.21 9

10

11

12

7

A2.10

4' - 8"H3

10' -

2 3

/4"

4' -

0 5

/8"

IMAGING EQUIPMENT SHOWN FOR REFERENCE ONLY. COORDINATE EXACT LOCATION AND DETAILS W/ EQUIP. SUPPLIER

A2.10

8

H3

B3

X4

M3

PNEUMATIC TUBE SYSTEM

PROVIDE GROMMET IN COUNTERTOP

WRM-1 CRT-1

MED-1

WRM-1

CHT-1

CHT-1

MNT-2 CHT-2

MNT-1

CHT-2

CHT-1

GD-1 SHP-1

OWNER PROVIDED FURNITURE

H3

1 1/2" OPEN BETWEEN COUNTERTOP AND WALL

GD-1

SHARPS DISPOSAL

SHARPS DISPOSAL

GD-1

MB-4

SD-1

GD-1

1' -

0"

A1 A1 A1 A1

A1

A1

A1

11' - 2 1/2" 25' - 5"

X3X3

35' -

3 1

/4"

LEAD-LINED SLIDING DOOR

001A

Key Plan

AREA OF WORK

#SHEET HISTORY:

?

? - #




816 474.8237 Fax 816 474.8233

Lincoln, Nebraska

Fairway, Kansas



Architecture


Plo

t Ti

me

Sta

mp

:

File

Lo

ca

tio

n/N

am

e:

ISSUED

BID SET / VOLUME II

10

/8/2

01

9 1

0:1

6:2

5 A

M

C:\

(1)

Re

vit

Pro

jec

ts\

20

19

\M

U I

R-A

-19

_sa

rah

.ja

nia

k@

cla

rke

ne

rse

n.c

om

.rv

t

Second Floor Plan

A1.11

TCEP No.: 624-149-17

Columbia, MO


September 18, 2019

MU No.: CP180491

09/18/2019 CONTRACT DOCUMENTS

SCALE: 1/4" = 1'-0"

SECOND FLOOR PLAN

0 2' 4' 8'

A - 001 10/08/2019 ADDENDUM #1

FRONT

REFLECTED CLG LEGEND

5/8" GPDW CEILING SYSTEM

ACOUSTICAL PANEL CEILING SYSTEM. SEE ROOM FINISH SCHEDULE & RCP FOR TYPE.

2x2 ACCESS PANEL. REF: SPEC.AP

RCP ABBREVIATIONSAPC - ACOUSTICAL PANEL CEILINGGPDW - GYPSUM DRY WALL

RETURN AIR / EXHAUST AIR GRILLE, REF: MECHANICAL

SUPPLY AIR DIFFUSER, REF: MECHANICAL.

RECESSED & PENDANT MOUNTED LIGHT FIXTURES, REF: ELECTRICAL

RECESSED DOWNLIGHT, REF: ELECTRICAL

EXIT SIGNAGE, REF: ELECTRICAL

REFLECTED CLG GENERAL NOTES:

1. NEW CEILINGS IN EXISTING BUILDING SHALL BE INSTALLED AT EXISTING HEIGHT, FIELD VERIFY PRIOR TO DEMOLITION.

2. GPDW BULKHEADS SHALL BE FRAMED WITH 25 GAUGE 3 5/8" STEEL STUDS @ 16" O.C. AND 5/8" TYPE 'X' GPDW TO 6" ABOVE FINISH CEILING. BRACE AS REQUIRED.

3. LIGHTING FIXTURES AND MECHANICAL DIFFUSERS / GRILLES ARE SHOWN FOR REFERENCE ONLY, SEE ELECTRICAL AND MECHANICAL DRAWINGS FOR EXACT LOCATIONS

4. ELEVATION TAGS ARE IN REFERENCE TO EXISTING SECOND FLOOR FINISH ELEVATION, NOT NEW RAISED FLOOR ELEVATION.

5. WHERE CEILINGS ARE EXPOSED TO STRUCTURE ABOVE, PAINT ALL UNFINISHED MATERIALS OVERHEAD INCLUDING, BUT NOT LIMITED TO ROOF DECKING, DUCTS, PIPES, CONDUITS & JUNCTION BOXES; SEE FINISH SHEETS FOR PAINT.

6. PROVIDE ACCESS PANELS AS REQUIRED IN HARD LID CEILINGS. COORDINATE WITH MECHANICAL AND ELECTRICAL CONTRACTORS.

CONTROLROOM

C2053K


C2053G

CTPROCEDUREROOM

C2053H

EQ.

C2053J

NO WORK IN HATCHED AREA



APC-29' - 3" AFF

APC-19' - 0" AFF

APC-28' - 4" AFF

APC-18' - 6" AFF

APC-18' - 6" AFF

APC-18' - 6" AFF

APC-18' - 0" AFF

APC-18' - 6" AFF

APC-18' - 0" AFF

APC-18' - 6" AFF

APC-18' - 0" AFF

APC-18' - 0" AFF

CHECK IN

C2053D

SOILED

C2053MCLEANLINEN

C2053N

PATIENT

C2053P

EQ.

C2053F

READINGROOM

C2053E

EQUIPMENT

C2053C

ULTRASOUND

C2053B

CORRIDOR

C2053

RECEIVING

C2053A

MED.SUPPLIES/PAR

C2053Q

APC-19' - 0" AFF

SURGICAL LIGHT FURNISHED AND INSTALLED BY OWNER. GC IS RESPONSIBLE FOR CEILING TRIM, COORD. W/ OWNER

APC-28' - 0" AFF

APC-28' - 0" AFF

AZ.9

2

3

4

5

OVERHEAD CUBICLE CURTAIN & TRACK

APC-18' - 6" AFF

CORRIDOR

C2053R

2

A2.10

Sim

RR

C2029A

SLEEPEGG

C2029

SLEEPEGG

C2030

EMG-1

C2031

EEG-1

C2033

SUB.WAITING

C2034

OFFICE

C2035EXAM

C2036

PAT.TOILET

C2037

SLEEP LAB

C2038A

SLEEPMSLT

C2028

CORRIDOR

CC2010

CORRIDOR

CC2003

CORRIDOR

CC2002

ELEC.

C2057

COMMCLOSET

C2010

PHYSICIANWORK

C2040

CORRIDOR

CC2040

OFFICE

C2054

STORAGE

C2056

RR

C2052

RR

C2050

CORRIDOR

CC2019

APC-29' - 3" AFF

EXISTING8' - 6" AFF

EXISTING8' - 6" AFF

EXISTING8' - 6" AFF

EXISTING8' - 6" AFF

EXISTING8' - 6" AFF

EXISTING8' - 6" AFF

EXISTING8' - 6" AFF

EXISTING8' - 6" AFF

EXISTING8' - 6" AFF

EXISTING8' - 6" AFF

EXISTING8' - 6" AFFEXISTING

8' - 6" AFF

3/A2.10

APC-18' - 6" AFF

GPDW7' - 10" AFF

27' - 9 25/32" VERIFY

FOR REFERENCE ONLY. COORDINATE EXACT LOCATION AND DETAILS W/ EQUIP. SUPPLIER

CABLE TRAY BY EQUIP. MFR.

GPDW8' - 0" AFF

GPDW8' - 0" AFF

30' -

8 3

/8"

4' -

6 7

/8"

9 1/2"

3' -

10"

PREFINISHED BREAK METAL CLOSURE TRIM

GPDW7' - 10" AFF

GPDW7' - 10" AFF

001A

001A

Key Plan

AREA

OF

WORK

#SHEET HISTORY:

?

? - #




816 474.8237 Fax 816 474.8233

Lincoln, Nebraska

Fairway, Kansas



Architecture


Plo

t Ti

me

Sta

mp

:

File

Lo

ca

tio

n/N

am

e:

ISSUED

BID SET / VOLUME II

10

/8/2

01

9 1

0:1

6:3

1 A

M

C:\

(1)

Re

vit

Pro

jec

ts\

20

19

\M

U I

R-A

-19

_sa

rah

.ja

nia

k@

cla

rke

ne

rse

n.c

om

.rv

t

Second Floor Reflected

Ceiling Plan

A1.20

TCEP No.: 624-149-17

Columbia, MO


September 18, 2019

MU No.: CP180491


SCALE: 1/4" = 1'-0"

SECOND FLOOR REFLECTED CEILING PLAN

0 2' 4' 8'

A - 001 10/08/2019 ADDENDUM #1

SECOND FLOOR113' - 8"

1' - 4 3/4" 5" 5" 5" 5" 1' - 7 1/4"

Vac

Air

Oxygen

Vac

Air

Oxygen

WALL BASE, PER SCHED.

SHARPS

DISPOSAL

GD-1

SHARPS

DISPOSAL

GD-1

4' -

0"

SP-1SP-1


MOBILE MEDICAL

SUPPLY CABINETS,

BY OWNER


SP-1

CHT-1

MNT-1


OVERHEAD CUBICLE

CURTAIN & TRACK

WALL BASE, PER

SCHED.

SP-1

WRM-1

CHT-1


HMF-2

C2053G

MOBILE TABLE

WALL BASE, PER SCHED.WALL BASE, PER SCHED.

CHT-2 MNT-2

3

A6.40

SP-1

SP-1


MOBILE MEDICAL

SUPPLY CABINETS,

BY OWNER

OVERHEAD CUBICLE

CURTAIN & TRACK SP-1

WRM-1


MOBILE MEDICAL

SUPPLY CABINETS,

BY OWNER

MOBILE MEDICAL

SUPPLY CABINETS,

BY OWNER

WALL BASE, PER

SCHED.

5/8" MOISTURE AND

MOLD-RESISTANT

GPDW, PT.

SP-1


MOBILE MEDICAL

SUPPLY CABINETS,

BY OWNER

WALL BASE, PER SCHED.WALL BASE,

PER SCHED.

5/8" MOISTURE AND MOLD-

RESISTANT GPDW, PT.

SP-1

7' -

0"

TY

P.

SP-1


SHEILDED SLIDING

DOOR, SEE SPEC.

MOBILE MEDICAL

SUPPLY CABINET

SHEILDED SLIDING

DOOR, SEE SPEC.

C2053K.1

WALL BASE, PER

SCHED.

SP-1SP-1



CHT-2

SP-1

7' -

0"

TY

P.

SP-1


HMF-3

C2053H

WALL BASE, PER SCHED.WALL BASE,

PER SCHED.

4

A6.40

SP-1


SHEILDED SLIDING

DOOR, SEE SPEC.

MOBILE MEDICAL

SUPPLY CABINET

SHEILDED SLIDING

DOOR, SEE SPEC.

WALL BASE, PER

SCHED.

3/

A2.10

7' -

0"

TY

P.

SP-1

NOTCH IN SOFFIT BEYOND. WRAP

ENDS WITH PREFINISHED BREAK

METAL CLOSURE TRIM, SEE RCP

FOR EXTENTS

3' - 10"

001A


MOBILE MEDICAL

SUPPLY CABINETS,

BY OWNERWALL BASE, PER

SCHED.

5/8" MOISTURE AND

MOLD-RESISTANT

GPDW, PT.

SP-1

#SHEET HISTORY:

?

? - #




816 474.8237 Fax 816 474.8233

Lincoln, Nebraska

Fairway, Kansas



Architecture


Plo

t Ti

me

Sta

mp

:

File

Lo

ca

tio

n/N

am

e:

ISSUED

BID SET / VOLUME II

10

/8/2

01

9 1

0:1

6:3

4 A

M

C:\

(1)

Re

vit

Pro

jec

ts\

20

19

\M

U I

R-A

-19

_sa

rah

.ja

nia

k@

cla

rke

ne

rse

n.c

om

.rv

t

Interior Elevations

A6.21

TCEP No.: 624-149-17

Columbia, MO


September 18, 2019

MU No.: CP180491


SCALE: 3/8" = 1'-0"

PATIENT RECOVERY - EAST1

SCALE: 3/8" = 1'-0"

PATIENT RECOVERY - NORTH2

SCALE: 3/8" = 1'-0"

PATIENT RECOVERY - SOUTH3

SCALE: 3/8" = 1'-0"

FLUOROSCOPY PROCEDURE RM - SOUTH5

SCALE: 3/8" = 1'-0"

PATIENT RECOVERY - WEST4

SCALE: 3/8" = 1'-0"

FLUOROSCOPY PROCEDURE RM - NORTH6

SCALE: 3/8" = 1'-0"

FLUOROSCOPY PROCEDURE RM - WEST7

SCALE: 3/8" = 1'-0"

FLUOROSCOPY PROCEDURE RM - EAST8

SCALE: 3/8" = 1'-0"

CT PROCEDURE RM - EAST9

SCALE: 3/8" = 1'-0"

CT PROCEDURE RM - SOUTH10

SCALE: 3/8" = 1'-0"

CT PROCEDURE RM - WEST11

SCALE: 3/8" = 1'-0"

CT PROCEDURE RM - NORTH12

0 2' 4' 6' 0 2' 4' 6' 0 2' 4' 6' 0 2' 4' 6'

0 2' 4' 6' 0 2' 4' 6'

0 2' 4' 6' 0 2' 4' 6'

0 2' 4' 6' 0 2' 4' 6'

0 2' 4' 6' 0 2' 4' 6'

A - 001 10/08/2019 ADDENDUM #1

FLOOR LINE

WD - 1

RE

F: S

CH

ED

.

DO

OR

HE

IGH

T

REF: SCHED.

DOOR WIDTH

FLOOR LINE

HMF - 1

2"

REF: SCHED.

DOOR WIDTH /PAIR WIDTH 2"

2"

RE

F: S

CH

ED

.

DO

OR

HE

IGH

T

DOOR & FRAME TYPE GENERAL NOTES

1. PROVIDE SAFETY GLAZING OR FIRE-PROTECTION-RATED GLAZING IN LOCATIONS REQUIRED BY CURRENT LOCAL CODE. NOTIFY ARCHITECT OF CHANGES REQUIRED TO THE DRAWINGS. PROVIDE OBSCURE GLAZING AS INDICATED.

2. PROVIDE AND INSTALL SAFETY GLAZING IN LOCATIONS AS PER SECTION 2406 & 2408 OF THE 2009 INTERNATIONAL BUILDING CODE.

3. ALL DIMENSIONS ARE NOMINAL. ACTUAL DIMENSIONS TO BE PROVIDED BY SUPPLIER W/ ADJUSTMENTS MADE FOR INSTALLATION TOLERANCES REQUIRED. VERIFY ALL EXISTING OPENINGS PRIOR TO ORDER OF ALL NEW DOORS, DOOR FRAMES AND WINDOW FRAMES.

4. SEE FLOOR PLANS FOR DIRECTION OF DOOR SWINGS.

5. REFER TO WALL TYPE THICKNESS FOR THROAT DEPTHS OF HOLLOW METAL DOOR AND WINDOW FRAMES INSTALLED IN STEEL STUD WALLS W/ GYPSUM. HOLLOW METAL DOOR AND WINDOW FRAMES INSTALLED IN PRECAST, CAST-IN PLACE OR C.M.U. WALLS SHALL HAVE A STANDARD 6" NOMINAL THROAT DEPTH AND SHALL BE CENTERED IN THE WALL, UNLESS NOTED OTHERWISE.

6. ALL INTERIOR HOLLOW METAL DOOR FRAMES SHALL BE GROUTED FULL. COORDINATE WITH ELECTRICAL TRADES, FINISH HARDWARE AND ELECTRONIC EQUIPMENT.

7. VERIFY HOLLOW METAL FRAME FINISH WITH FINISH SCHEDULE.

8. MULLION LOCATIONS SHALL BE AS INDICATED ON THE DRAWINGS AND SHALL BE REFLECTED IN THE SHOP DRAWINGS. NOTIFY ARCHITECT OF ANY CHANGES OR DEVIATIONS.

9. BORROWED LIGHT LOCATIONS SHALL BE AS INDICATED ON THE PLAN DRAWINGS AND SHALL BE REFLECTED IN THE SHOP DRAWINGS. NOTIFY ARCHITECT OF ANY CHANGES OR DEVIATIONS.


3' -

0"

4' -

0"

2"3'

- 8

"2"

11' - 10 1/2"

2"11' - 6 1/2"2"

HMF-3

001A


3' -

0"

4' -

0"

2"3'

- 8

"2"

2"3' - 8 1/2"2"

4' - 0 1/2"

HMF-2

PROVIDE SHEILDING EQUIVALENT TO 1/16" LEAD-LININED GLASS


PROVIDE SHEILDING EQUIVALENT TO 1/16" LEAD-LINING

NOTCH SLIDING DOOR AT CABLE TRAY, COORD. w/ EQUIPMENT SUPPLIER

6 1/4"

1' -

3"

001A

BASIS OF DESIGN: ASSA ABLOY SL500 Surface Mount

3' - 0" R.O.

6' - 8" PER MFR.

7' -

0"

2' - 6"P.LAM CLAD PART. BD. COUNTERTOP, PL-2

2"

CONCEALED COUNTERTOP BRACKET @ 48" O.C., MAX. ATTACH TO BLOCKING IN STUD CAVITY, FINISH GYP. BD. AROUND BRACKET

5/8" TYPE 'X GPDW OVER STEEL STUD FRAMING, PT.

3/4" CEMENT BOARD DECK OVER 2 1/2" x 20ga TRACKS w/ 2 1/2" DEEP LEGS @ 12" O.C.

P.LAM CLAD PART. BD. COUNTERTOP, PL-2



2' - 1"


3' -

0"




2' - 6"

2' -

6"

CRASH RAIL, REF: SPEC.

P.LAM CLAD PART. BD. COUNTERTOP, PL-2

2' - 0"5"

2' - 6"

1' - 2"

3' -

0"

1' -

8"

2' -

10"

P.LAM CLAD PART. BD. BASE CABINET w/ ADJ. SHELVES, PL-1

P.LAM CLAD PART. BD. UPPER CABINET w/ ADJ. SHELVES, PL-1

SOLID SURFACE COUNTERTOP & BACKSPLASH, SSM-1

1/4" P.LAM CLAD PART. BD. BACK PANEL, PL-1

P.LAM CLAD TOEKICK, PL-1

4"

7"2'

- 3

"

2' - 6"

2' -

10"

8"11"

9"

SOLID SURFACE COUNTERTOP w/ BACKSPLASH, SSM-1

P.LAM CLAD PART. BD. COUNTERTOP PANEL, PL-1

FLOOR LINE

HMD - 1

RE

F: S

CH

ED

.

DO

OR

HE

IGH

T

REF: SCHED.

DOOR WIDTH

PROVIDE SHEILDING EQUIVALENT TO 1/16" LEAD-LINING #

SHEET HISTORY:

?

? - #




816 474.8237 Fax 816 474.8233

Lincoln, Nebraska

Fairway, Kansas



Architecture


Plo

t Ti

me

Sta

mp

:

File

Lo

ca

tio

n/N

am

e:

ISSUED

BID SET / VOLUME II

10

/8/2

01

9 1

0:1

6:3

6 A

M

C:\

(1)

Re

vit

Pro

jec

ts\

20

19

\M

U I

R-A

-19

_sa

rah

.ja

nia

k@

cla

rke

ne

rse

n.c

om

.rv

t

Door Schedule, Door

Types, Frame Types,

Casework Details

A6.40

TCEP No.: 624-149-17

Columbia, MO


September 18, 2019

MU No.: CP180491


DOOR SCHEDULE

DO

OR

NO

.

PA

IR W

IDT

H

DOOR FRAME

FIR

E R

AT

ING

AU

TO

OP

ER

AT

OR

CA

RD

RE

AD

ER

DE

LA

YE

D E

GR

ES

S

HO

LD

OP

EN

MA

GN

ET

IC L

OC

K

SO

UN

D S

EA

LS

SH

IEL

DIN

G

HA

RD

WA

RE

REMARKSWID

TH

HE

IGH

T

TY

PE

FIN

ISH

TY

PE

FIN

ISH

HE

AD

JAM

B

SIL

L

C2053 6' - 0" 3' - 0" 7' - 0" WD-1 STN HMF-1 PT SMOKE X X 3

C2053A.1 3' - 0" 7' - 0" WD-1 STN HMF-1 PT SMOKE X 7

C2053A.2 3' - 6" 7' - 0" WD-1 STN HMF-1 PT 4

C2053B 4' - 0" 7' - 0" WD-1 STN HMF-1 PT 4

C2053C 4' - 0" 7' - 0" WD-1 STN HMF-1 PT 1 HR 1

C2053E 3' - 0" 7' - 0" WD-1 STN HMF-1 PT 4

C2053F 3' - 0" 7' - 0" WD-1 STN HMF-1 PT 1 HR 2

C2053G 6' - 0" 3' - 0" 7' - 0" HMD-1 PT HMF-1 PT X X 6

C2053H 6' - 0" 3' - 0" 7' - 0" HMD-1 PT HMF-1 PT X X 6

C2053J 3' - 0" 7' - 0" HMD-1 PT HMF-1 PT X 2

C2053K 3' - 0" 7' - 0" WD-1 STN HMF-1 PT 5

C2053K.1 7' - 0" SD-1 SD-1 X

C2053K.2 7' - 0" SD-1 SD-1 X

C2053M 3' - 6" 7' - 0" WD-1 STN HMF-1 PT 1 HR X 8

C2053N 3' - 6" 7' - 0" WD-1 STN HMF-1 PT X 8

C2053Q 3' - 6" 7' - 0" WD-1 STN HMF-1 PT 1 HR X 8

C2053R 6' - 0" 3' - 0" 7' - 0" WD-1 STN HMF-1 PT 1 HR X X 3

SCALE: 1/4" = 1'-0"

DOOR TYPESSCALE: 1/4" = 1'-0"

HOLLOW METAL FRAME TYPES

SCALE: 1/4" = 1'-0"

LEAD-LINED SHIELDING DOORSCALE: 1/4" = 1'-0"

SLIDING DOOR - SINGLE (SD-1)

0 2' 4' 8' 0 2' 4' 8'

0 2' 4' 8'0 2' 4' 8'

SCALE: 3/4" = 1'-0"

CONTROL RM. - NORTH3SCALE: 3/4" = 1'-0"

CONTROL RM. - SOUTH4SCALE: 3/4" = 1'-0"

CONTROL DESK50 1' 2' 3' 0 1' 2' 3' 0 1' 2' 3'

SCALE: 3/4" = 1'-0"

ULTRASOUND - WEST1SCALE: 3/4" = 1'-0"

ADA SINK20 1' 2' 3' 0 1' 2' 3'

SCALE: 1/4" = 1'-0"

LEAD-LINED HOLLOW METAL DOOR TYPES

0 2' 4' 8'

A - 001 10/08/2019 ADDENDUM #1

001A

EXISTING STRUCTURE

EL. = 9' - 10 1/2" AFFB.O. CHANNEL

6"

C12X15.3 STEEL CHANNEL

(2) 1/2" DIA. THREADED RODS w/ DOUBLE NUTS @ BOTTOM

3" x 2" x 1/4" FITTED STEEL ANGLE w/ 1 1/2" LONG SLOTS

TYP.3/16"

TYP.3/16" 3"-5"

2"6"2"

SLIDING DOOR RAIL SYSTEM, PROVIDED & INSTALLED BY DOOR INSTALLER

SCREW ANCHOR - TYPE 'SA1', EACH THREADED ROD

DIAMETER

CONCRETE ANCHOR SCHEDULE

ANCHOR TYPE

SA1

ANCHOR DIMENSIONS

MINIMUM EMBEDMENT

ACCEPTABLE PRODUCTS

SIMPSON STRONG TIE

3/8" 2 1/2" KWIK HUS EZ ITITEN HD

ROD HANGER

HILTI

SCREW ANCHORS

SA2

MISC. NOTES

INTERNAL THREADING FOR 1/2" THREADED ROD

3/8" 3 1/4" KWIK HUS EZ TITEN HD

2

3

S2.01

3 1/2"

2' - 4" 3' - 0" 2' - 7" 2' - 2" 2' - 2"

2"

6"

3

S2.01

SIM.

CHANNEL LENGTH = 12' - 8 1/2"



EXISTING STRUCTURE

EQ EQ

4

S2.01

EACH END

TYP.



SLIDING DOOR RAIL SYSTEM, PROVIDED & INSTALLED BY DOOR INSTALLER

EL. = 10' - 5 3/4" AFFB.O. EXIST. JOIST

6"

3/16"

3" x 3" x 1/4" x 1' - 6" LONG STEEL ANGLE

B.O. EXIST. CONC. JOIST

(2) SCREW ANCHORS -TYPE 'SA2'

PENETRATIONS < 2" DIA.

PENETRATIONS 2" DIA. - 6" DIA.

PENETRATIONS 6" DIA. - 10" DIA.PENETRATIONS 10" DIA. - 16" DIA.

10"

2" TYP.

1' - 2"

2" TYP.

1' - 6"

2"

1' - 8"

NOTES:1. APPROVED SCREW ANCHORS, INSTALL PER MANUF. RECOMMENDATIONS:

- SIMPSON STRONG-TIE: SCREW ANCHOR = THD37400H- HILTI: SCREW ANCHOR = KH-EZ 3/8"x3"

2. CONTRACTOR MAY "GANG" SMALLER PENETRATIONS WHERE ADVANTAGEOUS BASED UPON FIELD CONDITIONS.

3. NOTIFY ARCHITECT/ENGINEER OF RECORD FOR ANY PENETRATIONS EXCEEDING SIZE LIMIITATIONS ESTABLISHED IN THE DETAILS.

4. COORDINATE WITH MECHANICAL DRAWINGS FOR DEMOLITION OF EXISTING PIPING AND DUCTWORK.

5. ALL PLATES TO BE INSTALLED ON UNDERSIDE OF CONCRETE SLAB.

6. PENETRATIONS ABOVE PLATES SHALL BE FILLED w/ CONCRETE FLUSH TO FINISHED FLOOR AFTER PLATES ARE INSTALLED.

2"

3/16" THK. GALV. STEEL PLATE

3/8" DIA. SCREW ANCHOR, TYP. (SEE NOTE 1)







4"

1/2" THICK LOWER PLATE

1/2" THICK UPPER PLATE

FINISH FLOOR

EXISTING CONC. STRUCTURE

TABLE INSTALLATION PLATE, PROVIDED BY TABLE MANUF. & INSTALLED BY CONTR.

(4) SCREW ANCHORS -TYPE 'SA2'

(4) M12-8.8 A325M BOLTS

TYP.3/16"

(4) 6" x 4" x 3/8" x 0' - 3" TALL STEEL ANGLES

3/16"

NUT TO PL.,

TYP. OF 4

1" 1' - 10" 1"

1 15

/32"

1' -

5 1

/16"

1 15

/32"

LOWER PLATE PLAN

1/2"

(T

YP

.) 1/2" (TYP.)

1/2" DIA. HOLE, TYP. OF 4

1" 2" 8" 10 1/16"

1 15/16"

1"

LOWER PLATE PLAN

1 1/8" DIA. HOLE, TYP. OF 4

1 15

/32"

1 15

/32"

EQ

EQ


R 5"

1/2" THICK LOWER PLATE

1/2" THICK UPPER PLATE

FINISH FLOOR

EXISTING CONC. STRUCTURE

TABLE INSTALLATION PLATE, PROVIDED BY TABLE MANUF. & INSTALLED BY CONTR.

(4) SCREW ANCHORS - TYPE 'SA2'

(4) 3/4" DIA. A325 BOLTS

TYP.3/16"

(6) 6" x 4" x 3/8" x 0' - 3" TALL STEEL ANGLES

NUT TO PL.,

TYP. OF 4

4"

3/16"

1 1/

4"8

3/4"

8 3/

4"1

1/4"

1" 4 1/16" 1' - 7 7/16" 1' - 7 7/16" 4 1/16" 1"

LOWER PLATE PLAN

1 1/8" DIA. HOLE, TYP. OF 4


R 3"

1" 3' - 11" 1"

UPPER PLATE PLAN

1/2" DIA. HOLE, TYP. OF 41 1/

4"1'

- 5

1/2

"1

1/4"

1/2"

(T

YP

.) 1/2" (TYP.)

1' - 3"

Z.9 A BA.8

1

2

4

6

S2.01

1' - 11 3/8" 2' - 0 5/8" 5 SPA. @ 2' - 0" O.C. = 12' - 0" 1' - 10 1/2" 1' - 10 1/2" 5 SPA. @ 2' - 0" O.C. = 10' - 0" 2' - 9 23/32"

2

S2.01

EXISTING EXT. WALL

EXISTING EXT. WALL

9' - 0" 28' - 4" 9' - 0"

C10

X15

.3B

.F. =

9' -

10

1/2"

AF

F.

14' - 9 3/8"WA

LL-T

O-O

RIE

NT

AT

ION

PO

INT

9' -

0"

3' -

9 5

/8"

8' -

10

7/8"

WALL-TO-ORIENTATION POINT

9' - 0" 30' - 7 11/32"

5/8"

7 - P1001 UNISTRUT CHANNELS, B.S. = 9' - 3" AFF.

6 SPA. @ 2' - 0" O.C. = 12' - 0"

3' -

4"

2' -

7 3

/16"

2' -

0 1

3/16

"4'

- 0

"

2' -

8"

2' -

0"

2' -

0"

ORIENTATION POINT OF ANGIO TABLE BASE

ORIENTATION POINT OF MPT TABLE BASE

EXIST. 20" DEEP CONCRETE BEAM BELOW 4 3/4" THICK INTEGRAL SLAB ABOVE, TYP.

5 1/

2"5'

- 8

1/4

"

P1001 UNISTRUT CHANNEL PROVIDED BY CONTRACTOR & INSTALLED BY EQUIP. INSTALLERB.S. = 9' - 6 1/4" AFF., TYP. OF 2

27' -

2"

55' -

0"

EXIST. 20" DEEP CONCRETE BEAM BELOW 4 3/4" THICK INTEGRAL SLAB ABOVE, TYP.

12

S2.01

11

S2.01

14 - P1001 UNISTRUT CHANNELS, B.S. = 9' - 3" AFF.

10

S2.01

7

S2.01

6

S2.01

9

S2.01

P1001 UNISTRUT CHAN.B.S. = VERIFY w/ EQUIP. MANUF., TYP. OF 3

8

S2.01

7' -

7"

8

S2.01SIM. (A)

8

S2.01

SIM. (A)

[SEE NOTE 26]

001A

SIM. (A)

001A

001A

2' -

0"

2' -

0"

3' -

4"

P1001 UNISTRUT CHAN.B.S. = VERIFY w/ EQUIP. MANUF., TYP. OF 3

10

S2.01SIM.

001A

EXISTING STRUCTURE, TYP.

MEDICAL BOOM MOUNTING PLATE [SEE NOTE 1]NOTES:

1. MOUNTING PLATES SHALL BE PROVIDED BY MEDICAL BOOM MANUFACTURER & INSTALLED BY CONTRACTOR. ATTACH w/ (4) 1/2" DIA. BOLTS OR THREADED RODS, COORDINATE ATTACHMENT w/ BOOM MANUFACTURER.

P1000 UNISTRUT HANGER, TYP. OF 4 EACH FRAME

P1026 UNISTRUT CHANNEL CONNECTION w/ (1) SCREW ANCHOR - TYPE 'SA2', TYP. OF 2 EACH HANGER

P1026 UNISTRUT CHANNEL CONNECTION, (BEYOND) TYP.

P1000 UNISTRUT CHANNEL, COORD. SPACING w/ BOOM MOUNTING PLATE, TYP. OF 2 EACH FRAME

4 5/

8"

7"8"

P1000 UNISTRUT BRIDGING, TYP. OF 2 EACH FRAME

(2) P1001 UNISTRUT RAILS @ 18" O.C., SPAN BETWEEN HANGERS AS NECESSARY TO SUPPORT FRAME

EL. = 9' - 8 1/4" AFF.B.O. FRAME

[1 3

/8"

@ S

IM.

(A)]

(FLD

. VE

RIF

Y)

001A

[EL. = 9' - 11 1/2" AFF. @ SIM. (A)]

GENERAL FRAMING NOTES:1. THE GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS PRIOR TO COMMENCEMENT OF THE WORK. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE THE INSTALLATION OF THE NEW WORK WITHIN THE EXISTING CONDITIONS. ANY DEVIATION IN THE EXISTING CONDITIONS OR DIMENSIONS INDICATED SHALL BE COORDINATED WITH THE ENGINEER/ARCHITECT.

2. DO NOT SCALE PLAN FOR DIMENSIONS.

3. B.S. INDICATES BOTTOM OF STEEL ELEVATION.

4. ALL 'AFF' ELEVATIONS ARE RELATIVE TO TOP OF EXISTING CONCRETE SLAB.

5. INFILL OPENINGS IN EXISTING SLAB AS NECESSARY, PER 'EXIST. FLOOR OPENING INFILL DETAIL' THIS SHEET. FIELD VERIFY ALL OPENING SIZES & QUANTITIES.

UNISTRUT FRAMING NOTES:20. ALL UNISTRUT CHANNELS SHALL BE FABRICATED CONFORMING TO ASTM A653 GRADE 33 SPECIFICATIONS WITH A PRE-GALVANIZED FINISH.

23. PROVIDE & INSTALL WHITE PLASTIC CLOSURE STRIPS - TYPE P3184 P, IN ALL OPEN CHANNELS EXPOSED TO VIEW AFTER ALL MEDICAL EQUIPMENT & CEILINGS ARE INSTALLED. CONCEAL CHANNEL OPENINGS AS BEST AS POSSIBLE WITH CLOSURE STRIPS.

21. ALL UNISTRUT FITTINGS SHALL BE FABRICATED FROM STEEL THAT MEETS OR EXCEEDS THE PHYSICAL REQUIREMENTS OF ASTM A1011 SS GRADE 33, CONFORMING TO ASTM A575, A576, A635 OR A36 SPECIFICATIONS WITH AN ELECTRO-GALVANIZED FINISH CONFORMING TO AST B633 TYPE III SC1.

24. ALL UNISTRUT CHANNELS SHALL HAVE TYPE 'T' HOLE PATTERNS.

22. ALL UNISTRUT FASTENER SCREWS SHALL CONFORM TO SAE J429 GR 2 SPECIFICATIONS AND ALL NUTS SHALL BE FABRICATED FROM STEEL THAT MEETS OR EXCEEDS THE PHYSICAL REQUIREMENTS OF ASTM A1011 SS GR 33.

25. BOTTOM SURFACE OF ALL HORIZONTAL UNISTRUT CHANNELS SHALL BE LEVEL w/ A DEVIATION NOT EXCEEDING 1/64" OVER 39".

26. SUPPORT INDICATED CHANNEL w/ (3) 1/2" DIA. THREADED RODS ANCHORED TO STRUCTURE w/ SCREW ANCHORS - TYPE 'SA1', SPACED EQUALLY ALONG LENGTH OF CHANNEL.

GENERAL STRUCTURAL NOTES AND DESIGN CRITERIASTRUCTURAL MATERIALS

STRUCTURAL AND MISCELLANEOUS STEEL

W-SHAPES: ASTM A992, fy = 50,000 psiM -SHAPES, S-SHAPES, HP-SHAPES, CHANNELS, ANGLES, AND PLATES UNLESS OTHERWISESPECIFIED: ASTM A36, fy = 36,000 psi

STRUCTURAL TUBING UNLESS OTHERWISE SPECIFIED: ASTM A500 or A501, grade B, fy = 46,000 psi

PIPE: ASTM A53, Type E or S, grade B, fy = 35,000 psi

BOLTS AND NUTS

STEEL-TO-STEEL CONNECTIONS

Bolts: Type 1, heavy hexagonal head

Nuts: ASTM A563, grade C, heavy hexagonal

OTHER

Bolts: ASTM F3125 Grade A325N, grade A, hexagonal heads

Nuts: ASTM A563, grade A, hexagonal

Bolt-Nut-Washer Assemblies: ASTM F3125 Grade F1852N

Washers: ASTM F436, Type 1, hardened (at all slotted holes)

BUILDING CODE

STRUCTURAL DESIGN CRITERIA

VERTICAL LOADS

Use or Occupancy (2)

Dead Load (1)

Live Load (1)

psf

psf

psf

psf

(R1) Live load is reducible via IBC Live Load Reduction.

(5)

(1) Uniform load to be applied over the full tributary area of each structural member.

(2) See Framing Plans for concentrated loads from mechanical units, hoists and other equipment.

(3) Where applicable, 5 psf for rain-on-snow is included.

NOTES:

(4) Self-weight of framing structure and elevated slabs not included.

(5) Includes 20 psf partition (non-reducible) live load.

2nd Floor w/ Raised Flooring

Other Areas of 2nd & 3rd Floors

21

17

70

80

(R1)

(R1)

International Building Code, 2015 Edition

1.

EXISTING CONDITIONS

The General Contractor shall verify all existing dimensions and conditions prior to commencement of the work. It shall be the Contractor's responsibility to coordinate the installation of the new work within the existing conditions. Any deviation in the existing conditions or dimensions indicated shall be coordinated with the Engineer/Architect in order to modify the plan accordingly.

1.

CONSTRUCTION PROCEDURES & SAFETY REQUIREMENTS

Comply with all applicable city, county, state and federal laws, including the occupational safety and health act (OSHA) and regulations adopted pursuant thereto.

2. The structural contract documents represent the finished structure. They do not indicate the means andmethods of construction, unless noted or indicated otherwise.

3. Provide all measures necessary to protect the workers and all other persons during construction. Provide all necessary measures to avoid excessive stresses and to hold the structural elements in place during construction. Such measures shall include, but not be limited to: bracing, shoring for construction equipment, shoring for earth banks, forms, scaffolding, planking, safety nets, support and bracing for cranes and hoists, guying, etc...

4. Engage properly qualified persons to determine where and how temporary precationary measures shall be used. Observation visits to the site by Structural Engineer's field representatives shall not include above noted items.

5. Supervise and direct the work so as to maintain sole responsibility for all construction means, methods,techniques, sequences, and procedures.

1.

STEEL

GENERAL. Unless otherwise shown or specified, perform all steel work in accordance with the applicable requirements of the International Building Code, the American Institute of Steel Construction (AISC) "Steel Construction Manual", the Steel Joist Institute (SJI) "Standard Specifications, Load Tables and Weight Tables for Steel Joists and Joist Girders" and the Steel Deck Institute (SDI) "Design Manual for Floor and Roof Decks". If there should be conflicts among these documents, the provisions of the more restrictive shall govern.

MATERIALS. Material requirements for structural steel members are given in the STRUCTURAL MATERIALS section on this sheet.

HOLES. Holes in plates and structural tees used for web connections shall be standard AISC short slots with long dimension of slot to be in the direction of the beam span. Holes in beams shall be standard round holes. Except as specifically shown otherwise in the Details and Sections, center to center spacing of slotted holes in the direction perpendicular to the long direction of the slot shall not be less than 3 inches except that holes in beam flanges perpendicular to direction of beam span shall be at standard gage. Other holes shall be spaced as shown. Provide AISC standard oversize holes in column base plates.

2.

3

1.

REQUIRED IBC SPECIAL STRUCTURAL INSPECTIONS

2. Refer to the Special Inspections section of the Specifications for additional information.

All Special Structural Inspections shall be provided by the Owner, per IBC 2015, Chapter 17.

EXISTING EXT. WALL


P1001 UNISTRUT RAIL, SPAN BETWEEN HANGERS AS NECESSARY TO SUPPORT FRAME, SEE PLAN FOR SPA.

EL. = 9' - 3" AFF.B.O. FRAME




8"7"

P1000 UNISTRUT HANGER, TYP.

MEDICAL EQUIPMENT RAIL SYSTEM, PROVIDED & INSTALLED BY EQUIP. INSTALLER, TYP.



P1026 UNISTRUT CHAN. CONN., (BEYOND) TYP.

8" 4' - 0" 1' - 4" 2' - 4 1/4" 5 1/2" 1' - 5 1/4"

END OF UNISTRUT FRAME BEYOND

P1001 UNISTRUT RAIL, SPAN BETWEEN HANGERS AS NECESSARY TO SUPPORT FRAME, SEE PLAN FOR SPA.

(3) 1/2" DIA. THREADED RODS EACH FRAME

P1000 UNISTRUT CHANNEL, TYP. OF 2, EACH FRAME

2' -

0"

EQ EQ EQ


(2) P1001 UNISTRUT CHANNELS PROVIDED BY CONTR. & INSTALLED BY EQUIP. INSTALLER

(FLD

. VE

RIF

Y)

11 1

/2"

7"8"

P1026 UNISTRUT CHAN. CONN., (BEYOND) TYP.

EQ EQ

A



(VERIFY w/ EQUIP. MANUF.)

P1000 UNISTRUT BRIDGING, TYP. OF 2 EACH FRAME



P1000 UNISTRUT BRACE w/ P1546 CONN. @ EACH END,(1) BRACE EA. END OF BRDG.

P1001 UNISTRUT RAIL, SEE PLAN FOR SPA.

P1000 UNISTRUT HANGER

1/2" DIA. THREADED ROD

SCREW ANCHOR -TYPE 'SA1', EACH THREADED ROD

SCREW ANCHOR -TYPE 'SA2'

(3) 1/2" DIA. THREADED RODS, EQ. SP.


MEDICAL BOOM MOUNTING PLATE [SEE NOTE 1]


NOTES:1. MOUNTING PLATES SHALL BE PROVIDED BY MEDICAL BOOM MANUFACTURER & INSTALLED BY CONTRACTOR. ATTACH w/ (4) 1/2" DIA. BOLTS OR THREADED RODS, COORDINATE ATTACHMENT w/ BOOM MANUFACTURER.

EL. = 10' - 2 1/2" AFF.B.O. FRAME



(2) P1001 UNISTRUT RAILS @ 24" O.C., SPAN BETWEEN HANGERS AS NECESSARY TO SUPPORT FRAME

2" (TYP.)

PROVIDE 2" LONG SLOTS IN MOUNTING PLATE FOR 1/2" DIA. BOLTS, ORIENTATE SLOTS PERPENDICULAR TO UNISTRUT CHANNELS



P2325 UNISTRUT CHANNEL CONNECTION (BEYOND) , TYP.


P1026 UNISTRUT CHANNEL CONNECTION (BEYOND), TYP.

(2) P1000 x 3' - 0" UNISTRUT CHANNELS @ 2' - 0" O.C.

P1001 UNISTRUT RAIL, SPAN BETWEEN HANGERS AS NECESSARY TO SUPPORT FRAME


EL. = 10' - 0 7/8" AFF.B.O. FRAME

2" TYP.

P1000 UNISTRUT HANGER, TYP. OF 3 EACH FRAME 4"

4"7"

8"

P1000 UNISTRUT BRACE, TYP. OF 3 EACH FRAME

4 1/2" (MIN.)



(2) P1000 x 3' - 0' UNISTRUT CHANNELS @ 2' - 0" O.C.[1' - 1" O.C. @ SIM (A)]

(2) P1000 x 3' - 0" UNISTRUT CHANNELS (STACKED) w/ (3) SCREW ANCHORS - TYPE 'SA2' EQUALLY SPACED


2" (TYP.)


SURGICAL LIGHT HOUSING, SEE ELEC. FOR QUANTITY, SIZES & LOCATIONS

LINE OF CEILING UNDERSIDE, SEE ARCH.

P1000 UNISTRUT CHANNEL

SCREW ANCHOR - TYPE 'SA2' @ EACH CONC. JOIST

FASTENERS PROVIDED & INSTALLED BY LIGHT INSTALLER

Key Plan

AREA

OF

WORK

#SHEET HISTORY:

?

? - #




816 474.8237 Fax 816 474.8233

Lincoln, Nebraska

Fairway, Kansas



Architecture


Plo

t Ti

me

Sta

mp

:

File

Lo

ca

tio

n/N

am

e:

ISSUED

BID SET / VOLUME II

10

/9/2

01

9 8

:05

:45

AM

C:\

(1)

Re

vit

Pro

jec

ts\

20

19

\M

U I

R-S

-19

_m

ike

.mc

kie

@c

lark

en

ers

en

.co

m.r

vt

Framing Plan & Details

S2.01

TCEP No.: 624-149-17

Columbia, MO


September 18, 2019

MU No.: CP180491


SCALE: 1 1/2" = 1'-0"

CONNECTION DETAIL3

SCALE: 1/4" = 1'-0"

SLIDING DOOR SUPPORT ELEVATION2

SCALE: 1 1/2" = 1'-0"

CONNECTION DETAIL4

SCALE: 1" = 1'-0"

EXST. FLOOR OPENING INFILL DETAIL1

SCALE: 1 1/2" = 1'-0"

ANGIO TABLE BASE SUPPORT14

SCALE: 1 1/2" = 1'-0"

MPT TABLE BASE SUPPORT13

SCALE: 1/4" = 1'-0"

SECOND FLOOR REFLECTED FRAMING PLAN

SCALE: 3/4" = 1'-0"

MED BOOM FRAME ELEVATION6

SCALE: 3/4" = 1'-0"

UNISTRUT FRAME ELEVATION12

SCALE: 3/4" = 1'-0"


SCALE: 3/4" = 1'-0"


SCALE: 3/4" = 1'-0"


SCALE: 3/4" = 1'-0"


SCALE: 3/4" = 1'-0"

MED BOOM FRAME SECTION8

SCALE: 3/4" = 1'-0"

SURGICAL LIGHT SUPPORT5

A - 001 10/08/2019 AS PER ADDENDUM #01

FRONT

CONTROLROOMC2053K

FLUOROSCOPYPROCEDUREROOMC2053G

CTPROCEDUREROOMC2053H

EQ.C2053J

CHECK INC2053D

SOILEDC2053M

CLEANLINENC2053N

PATIENTC2053P

EQ.C2053F

READINGROOMC2053E

EQUIPMENTC2053C

ULTRASOUNDC2053B

CORRIDORC2053

RECEIVINGC2053A

MED.SUPPLIES/PARC2053Q

AZ.9

2

3

4

CORRIDORC2053R

RRC2029A

SLEEPEGGC2029

SLEEPEGGC2030

EMG-1C2031

EEG-1C2033

SUB.WAITINGC2034

OFFICEC2035

EXAMC2036

PAT.TOILETC2037

SLEEP LABC2038A

SLEEPMSLTC2028

CORRIDORCC2010

CORRIDORCC2003

COMM

PHYSICIANWORK

STORAGEC2056

CORRIDORCC2019

NOT IN SCOPE

(OH-1)

(OH-1)

(OH-1)

(OH-1)

(OH-1)

(OH-1)

1

2

2

NOT IN SCOPE

3

4

1

001I

FP1.01FIRE PROTECTION PLAN

1

FIRE PROTECTION FLOOR PLAN

SCALE: 1/8" = 1'-0"

N

1/8" = 1'-0"

0 4 8 16 24

1" DROP

IN CEILING TILE

RETURN BEND DETAIL

1'-0"

1'-0"

SPRINKLER LOCATIONS

1'-0"

1'-0"

1'-0" 1'-0"

UNLESS NOTED

OTHERWISE

PENDENT HEAD

CEILING

BRANCH LINE

NO SCALE

NO SCALE

1. DRAWINGS ARE DIAGRAMMATIC ONLY AND REPRESENT GENERAL SCOPE OF

WORK. CONTRACTOR IS RESPONSIBLE TO REVIEW GENERAL CONSTRUCTION

DRAWINGS, ARCHITECTURAL, CIVIL, STRUCTURAL, MECHANICAL, ELECTRICAL

AND PLUMBING DRAWINGS AND ASSOCIATED SPECIFICATIONS FOR

ADDITIONAL REQUIREMENTS THAT MAY NOT BE SPECIFICALLY CALLED OUT IN

THIS PORTION OF CONSTRUCTION.

2. SYSTEM DESIGN IS BASED ON IBC 2018 AND NFPA 13 2016 & 2010. PIPE SIZES,

ROUTING, LENGTHS, ELEVATIONS, SPRINKLER LOCATIONS, ETC, ARE

PRELIMINARY, FOR COORDINATION PURPOSES, AND ARE TO BE VERIFIED

AND CONFIRMED BY CONTRACTOR. PIPE SIZING SHOWN IS SIZED BY

SIMILARITY TO THE EXISTING SYSTEM INSTALLED AS PER AVAILABLE

AS-BUILT DRAWINGS. COORDINATE WITH ALL OTHER DISCIPLINES. EXISTING

SYSTEM INFORMATION SHOWN IS AS ACCURATE AS COULD BE DETERMINED

FROM RECORD DOCUMENTS AND SITE INVESTIGATION BUT IS NOT

GUARANTEED. CONTRACTOR SHALL INVESTIGATE SITE TO CONFIRM EXISTING

SYSTEMS AND CONDITIONS PRIOR TO SUBMITTAL OF SPRINKLER SHOP

DRAWINGS.

3. SPRINKLER DESIGN DEMANDS SHALL BE AS FOLLOWS:

· ALL SPACES ARE LIGHT HAZARD UNLESS NOTED OTHERWISE ON

DRAWINGS.

· LIGHT HAZARD: 0.10 GPM/SF OVER 1500 SQ. FT. + 100 GPM HOSE

ALLOWANCE.

· ORDINARY HAZARD, GROUP I: 0.15 GPM/SF OVER 1500 SQ. FT. + 250 GPM

HOSE ALLOWANCE.

· ORDINARY HAZARD, GROUP II: 0.20 GPM/SF OVER 1500 SQ. FT. + 250 GPM

HOSE ALLOWANCE.

· DESIGN AREAS MAY UTILIZE QUICK RESPONSE SPRINKLER AREA

REDUCTIONS PER NFPA 13 ALLOWANCES. EXTENDED COVERAGE

SPRINKLERS SHALL BE PERMITTED.

4. ALL EXISTING FIRE SPRINKLERS, BRANCH LINES, AND MAIN PIPING WITHIN

THE WORK AREA SHALL BE DEMOLISHED, AND REPLACED WITH NEW. ALL

EXISTING MAINS AND STANDPIPE SUPPLY, FIRE HOSE CABINETS, OR PIPING

SERVING AREAS OUTSIDE THE WORK AREAS SHALL REMAIN AS INSTALLED

UNLESS NOTED OTHERWISE BY THESE DOCUMENTS. PROVIDE A NEW

CONTROL VALVE WITH TAMPER SWITCH AT THE TEE ON THE MAIN SERVING

THE WORK AREA, SO THAT THIS WORK MAY BE COMPLETED WITHOUT

AFFECTING THE REST OF THE SPRINKLER SYSTEM. ANY EXISTING SCHEDULE

10 PIPE OR GALVANIZED PIPE ENCOUNTERED WITHIN THE WORK AREA SHALL

BE REPLACED WITH NEW SCHEDULE 40 BLACK STEEL PIPE. CONTRACTOR

SHALL PROVIDE 100% COMPLETE SPRINKLER COVERAGE PER NFPA 13

WITHIN ALL SPACES OF THE WORK AREA, WHETHER SHOWN ON THESE

DRAWINGS OR NOT. SPRINKLERS AND PIPING WITHIN THE WORK AREA SHALL

BE SUPPLIED FROM EXISTING MAINS AND SUPPORTED FROM THE EXISTING

BUILDING FIRE PUMP.

5. PROVIDE TEMPORARY SPRINKLER PROTECTION WITHIN THE WORK AREA

DURING CONSTRUCTION. BEFORE DISABLING EXISTING SPRINKLERS,

PROVIDE TEMPORARY SPRINKLER PROTECTION AROUND THE PERIMETER OF

THE WORK AREA. TEMPORARY SPRINKLERS SHALL BE CONNECTED TO THE

NEAREST EXISTING SPRINKLER MAIN. TEMPORARY PROTECTION SHALL

CONSIST OF SIDEWALL SPRINKLERS AROUND THE OUTSIDE PERIMETER OF

THE WORK AREA, POINTING INTO THE WORKSPACE. THIS PROTECTION IS NOT

REQUIRED AT EXTERIOR BUILDING WALLS. SIDEWALL SPRINKLERS MAY BE

SPACED AT MAXIMUM SPACING PER NFPA 13, AND SHALL BE SUPPLIED BY 1"

CPVC PIPE. TEMPORARY PROTECTION SHALL BE INSTALLED IN SUCH A WAY

THAT IT MAY BE EASILY REMOVED AT THE END OF CONSTRUCTION, AFTER

THE NEW SPRINKLERS HAVE PASSED ACCEPTANCE TESTING AND HAVE HAD

WATER SERVICE RESTORED. TEMPORARY PROTECTION SHALL BE REMOVED

BY THE SPRINKLER CONTRACTOR.

6. LISTED SPRINKLERS SHALL BE USED AND INSTALLED WITH DEFLECTORS

LOCATED PER NFPA 13 AND THEIR LISTING. SPRINKLERS SHALL BE AS

INDICATED ON THE DRAWINGS. IN DROPPED CEILINGS SPRINKLERS SHALL BE

FLAT PLATE CONCEALED PENDENTS AS SHOWN, AND SPRINKLERS IN AREAS

WITHOUT CEILINGS SHALL BE UPRIGHT OR PENDENT.

7. SPRINKLERS WITHIN 2'-6" OF A HORIZONTAL DISCHARGE HEATING SUPPLY

DIFFUSER OR 12" OF A VERTICAL DISCHARGE HEATING SUPPLY DIFFUSER

SHALL BE INTERMEDIATE TEMPERATURE SPRINKLERS. INTERMEDIATE

TEMPERATURE SPRINKLERS MAY BE UTILIZED THROUGHOUT IN

ACCORDANCE WITH NFPA 13.

8. VALVES ON CONNECTIONS TO WATER SUPPLIES, SECTIONAL CONTROL

VALVES AND OTHER VALVES IN SUPPLY PIPES TO SPRINKLERS SHALL BE

SUPERVISED. ALL WIRING OF SUPERVISORY SWITCHES BY DIV 28.

9. NEW SPRINKLER PIPE 2" AND SMALLER SHALL BE THREADED OR WELDED

SCHEDULE 40 STEEL. NEW SPRINKLER PIPE 2½" AND LARGER MAY BE SAME

OR GROOVED SCHEDULE 40 STEEL. FLEXIBLE SPRINKLER DROPS SHALL NOT

BE PERMITTED. SCHEDULE 10 STEEL IS NOT PERMITTED. CONTRACTOR

SHALL REPLACE ANY EXISTING SCHEDULE 10 PIPE WITHIN THE WORK AREA

WITH NEW SCHEDULE 40 PIPE.

10. PROVIDE MEANS FOR WET SPRINKLER SYSTEM AIR VENT NEAR THE HIGH

POINT OF THE SPRINKLER SYSTEM IN ACCORDANCE WITH NFPA 13.

11. ALL HOLES THROUGH FIRE OR SMOKE RATED CONSTRUCTION SHALL BE

PATCHED OR PLUGGED WITH A LISTED ASSEMBLY AS REQUIRED BY THE

CONSTRUCTION MATERIALS ENCOUNTERED AND THE SIZE OF THE HOLE.

12. THE SPRINKLER SYSTEM OR SYSTEMS ARE TO BE TESTED IN ACCORDANCE

WITH THE LATEST APPLICABLE STANDARDS.

13. SPARE SPRINKLER STOCK TO BE PROVIDED IN ACCORDANCE WITH NFPA 13.

14. AS THE SEISMIC DESIGN CATEGORY IS CATEGORY B, AND THE EXISTING

SYSTEM DOES NOT APPEAR SEISMICALLY BRACED, SEISMIC BRACING IS NOT

REQUIRED FOR SPRINKLER PIPING.

15. AVAILABLE PUMP INFORMATION INDICATED THE FOLLOWING:

· EXISTING FIRE PUMP: 1,250 GPM @ 120 PSI

· A 10% SAFETY FACTOR SHALL BE PROVIDED FOR THE CALCULATIONS.

· EXISTING SPRINKLER SPACING IS STANDARD COVERAGE. IF NEW

STANDARD COVERAGE SPRINKLERS ARE INSTALLED, HYDRAULIC

CALCULATIONS ARE NOT REQUIRED, PROVIDED THAT ALL NEW PIPE SIZING

MATCHES EXISTING.

· EXTENDED COVERAGE SPRINKLERS ARE PERMITTED FOR USE, HOWEVER

HYDRAULIC CALCULATIONS WILL BE REQUIRED TO PROVE PIPE SIZING.

16. CEILING HEIGHTS ARE 8'-6" UNLESS NOTED OTHERWISE.

GENERAL NOTES

1'-0" 1'-0" 1'-0" 1'-0"

(OH-2)

(OH-1)

WHERE THE CAPACITY OF ISOLATED TRAPPED

SECTIONS OF PIPE IS 50 GALLONS OR MORE,

DRAIN SHALL CONSIST OF A VALVE NOT SMALLER

THAN 1", PIPED TO AN ACCESSIBLE LOCATION.

SPRINKLER PIPE


SECTIONS OF PIPE IS MORE THAN 5 GALLONS

AND LESS THAN 50 GALLONS, DRAIN SHALL

CONSIST OF A VALVE 1" OR LARGER AND A PLUG,

NIPPLE, OR CAP.

SPRINKLER PIPE


SECTIONS OF PIPE IS LESS THAN 5 GALLONS,

DRAIN SHALL CONSIST OF A NIPPLE AND CAP OR

PLUG NOT LESS THAN 1/2" IN SIZE.

VALVE

GROOVED DRAIN CAP

ROUTE PIPE TO FLOOR DRAIN

VALVE

GROOVED DRAIN CAP

PLUG

UPRIGHT SPRINKLER

PLUG

TEE

SPRINKLER PIPE

NOTE:

ALL DRAINS SHALL DISCHARGE TO EXTERIOR OR TO FLOOR DRAIN CAPABLE

OF ACCEPTING FULL DRAIN CAPACITY.

AUXILIARY DRAIN DETAIL

NO SCALE

MAXIMUM CEILING

TEMPERATURE

°F °C

100 38

150 66

225 107

300 149

375 191

475 246

625 329

TEMPERATURE

RATING

°F °C

135-170 57-77

175-225 79-107

250-300 121-149

325-375 163-191

400-475 204-246

500-575 260-302

650 343

TEMPERATURE

CLASSIFICATION

EXTRA VERY HIGH

ULTRA HIGH

ULTRA HIGH

EXTRA HIGH

HIGH

INTERMEDIATE

ORDINARY UNCOLORED OR BLACK

COLOR CODE

WHITE

BLUE

RED

GREEN

ORANGE

ORANGE

YELLOW OR GREEN

BLUE

PURPLE

BLACK

BLACK

BLACK

ORANGE OR RED

GLASS BULB

SPRINKLER TEMP RATINGS & CLASSIFICATIONS

TEMPERATURE RATINGS OF SPRINKLERS RELATIVE TO HEAT SOURCES

SHALL BE VERIFIED BEFORE INSTALLATION.

SYMBOL LEGEND

SYMBOL

DIMENSION FROM FINISHED FLOOR UP TO CENTERLINE OF PIPE (FEET & INCHES)

DESCRIPTION

DIMENSION FROM BOTTOM OF DECK, DOWN TO CENTERLINE OF PIPE (INCHES)

CEILING HEIGHT

?-?

? Bts

HANGER SPACING CHART

N.T.S.

HANGER ROD SIZE PER NFPA-13

PIPE SIZE DIAM. OF ROD PIPE SIZE DIAM. OF ROD

UP TO AND

INCLUDEING 4"

3/8" 6" AND 8" 1/2"

GREATER THAN 48" FOR 1-1/4"

GREATER THAN 60" FOR 1-1/2" & LARGER

GREATER THAN 36" FOR 1"

48" FOR 1-1/4"

60" FOR 1-1/2" & LARGER

36" FOR 1"

THEN EXTEND HERE

MAX.

DISTANCE FROM SPRINKLER TO HANGER PER NFPA-13

PIPE SIZE

STEEL PIPE

THREADED

LIGHTWALL

COPPER

CPVC

N/A 12-0 12-0 12-0 12-0 12-0 12-0 N/A N/A

N/A 12-0 12-0 15-0 15-0 15-0 15-0 15-0 15-0

8-0 8-0 10-0 10-0 12-0 12-0 12-0 15-0 15-0

5-6 6-0 6-6 7-0 8-0 9-0 10-0 N/A N/A

3/4" 1" 1-1/4" 1-1/2" 2" 2-1/2" 3" 4" 6"

MAXIMUM DISTANCE BETWEEN HANGERS (FT-IN.) PER NFPA-13

NOTE: IF PRESSURE EXCEEDS 100 PSI:

PROVIDE HANGER FOR ANY ARM-OVER

(TO PENDENT HEAD) LONGER THAN 1'-0".

SPRINKLER LEGEND (ENTIRE PROJECT)

K FACTOR ESCUTCHEON

QUICK PENDENT WHITE 1/2" 5.6

LIGHT HAZARD

MIN

6

AREAMAX

22515

ORD. HAZARD

MIN

6

AREAMAX

13015

RESPONSE TYPE FINISH N.P.T.SYMBOL

CONCEALED

DROP/SPRIG

1" DROP

ALL SPACES ARE LIGHT HAZARD UNLESS NOTED OTHERWISE

ORDINARY HAZARD GROUP 1 OCCUPANCY

ORDINARY HAZARD GROUP 2 OCCUPANCY

EXISTING SPRINKLER SYSTEM PIPING TO REMAIN

NEW SPRINKLER SYSTEM PIPING

CONNECT TO EXISTING

*NOTE: INTERMEDIATE-TEMPERATURE SPRINKLERS MAY BE INSTALLED THROUGHOUT I.A.W. NFPA 13 SECTION 8.3.2.1.

*NOTE: PROVIDE HIGH TEMPERATURE SPRINKLERS WHERE INDICATED AND AS PER NFPA 13

# SHEET HISTORY:?

? - #

Landscape ArchitectureArchitecture


Plot

Tim

e St

amp:

File

Loc

atio

n/N

ame:

ISSUED 09/18/2019 CONTRACT DOCUMENTS

Kansas City, Missouri2020 Baltimore Avenue, Suite 300Kansas City, MO 64108-1914816 474.8237 Fax 816 474.8233

Lincoln, NebraskaFairway, Kansas


Key Plan

AREA

OF

WORK

TCEP No.: 624-149-17

Columbia, MO


September 18, 2019

MU No.: CP180491

I - 001 10/08/2019 REVISION 1

1. COORDINATE SPRINKLER LOCATIONS WITH IMAGING RAIL PROVIDER TO

ENSURE RAIL DOES NOT OBSTRUCT SPRINKLER SPRAY PATTERN.

2. PRIVACY CURTAINS ARE ASSUMED TO MEET NFPA 13 8.6.5.2.2.1

REQUIREMENTS FOR 70% OR GREATER OPEN MESH EXTENDING AT LEAST 22"

DOWN FROM CEILING. CONTRACTOR TO VERIFY AND ADD SPRINKLERS AS

NECESSARY IF CURTAINS DO NOT MEET THESE REQUIREMENTS.

3. PROVIDE NEW BUTTERFLY CONTROL VALVE WITH TAMPER SWITCH AT

CONNECTION TO EXISTING 3" MAIN FOR ZONE ISOLATION. REMAINDER OF

EXISTING SPRINKLER SYSTEM OUTSIDE THE WORK AREA SHALL REMAIN

ACTIVE WHILE WORK IS COMPLETED.

4. PROVIDE NEW DRAIN CONNECTION FOR THE WORK AREA DOWNSTREAM OF

THE NEW BUTTERFLY VALVE. DRAIN CONNECTION SHALL BE MADE AS NEAR

AS POSSIBLE TO SOILED ROOM, AND DRAIN PIPING SHALL BE ROUTED TO

MOP SINK WITH DRAIN VALVE AT AN ACCESSIBLE HEIGHT.

KEYED PLAN NOTES

#

NEW BUTTERFLY CONTROL VALVE WITH TAMPER SWITCH

DN

FRONT

DN

T

T

T

T

T

T

T

T

T

M

T

M

M

M

D-1

1408Ø

D-1

2208Ø

D-1

2108Ø

D-1

706Ø

D-1

2008Ø

D-1

706Ø

D-1

1508Ø

D-1

2158Ø

D-1

2458Ø

12/12 SA

12/1

0 S

A

26/8

SA

34/8

SA

12/1

0 S

A

18/8

SA

VAV3-230670 CFM

VAV3-231425 CFM

VAV3-229360 CFM

VAV3-228495 CFM

VAV3-225490 CFM

VAV3-2261400 CFM

VAV3-2271465 CFM

50/1

2 S

A (

E)

18/1

4 R

A

36/1

4 R

A

46/10 RA

G-1

50012/12

G-1

49018/18

80/16 RA (E) DN

48/48 SA (E) DN

80/16 RA (E)

62/1

8 S

A (

E)

RAV3-231325 CFM

RAV3-230500 CFM

RAV3-229360 CFM

RAV3-2271315 CFM

RAV3-2261250 CFM

RAV3-225490 CFM

RAV3-2281165 CFM

22/1

4 R

A

12/10 SA

D-1

1508Ø

D-1

2008Ø

D-1

2008Ø

D-1

2458Ø

G-1

14012/12

G-1

22012/12

D-1

1006Ø

D-1

506Ø

10ØG-1

275

6ØG-1

50

G-122/221100

12/8 SA

12/10 RA

12/12 RA

12/12 RA

16/1

4 R

A

14/8 SA

12/12 RA

12/1

2 R

A

FSD-2

FSD-1

SD (E)

FSD-1

FSD-1

16/14 RA

6ØG-1

150

8ØG-1

150

38/16 RA (E)

22/1

0 R

A (

E)

26/1

0 R

A (

E)

12/8

RA

(E

)

24/8 RA (E)

12/4 RA (E)

12/4 RA (E)

12/1

0 R

A (

E)

12/4 RA (E)

12/4 RA (E)

12/6

RA

(E

)

14/12 RA (E)

G (E)

G (E)

G (E) G (E)

G (E)

G (E)

G (E)

APPROX. 2400 CFM RETURN AIR FROM EXISTING SPACES

1540 CFM RETURN AIR FROM EXISTING SPACES

14/1

0 R

A

12/12 RA

34/8

SA

D-2

2258Ø

D-2

2258Ø

D-2

2258Ø

18/12 RA

12/10 RA

16/14 RA

D-1

1258Ø

32/10 SA (E)

FSD-1

A BZ.9

2

3

4


C2053G

CT PROCEDUREROOM

C2053H

EQ.

C2053J

CONTROL ROOM

C2053K

EQ.

C2053F

READING ROOM

C2053E

CHECK IN

C2053D

EQUIPMENT

C2053C

ULTRASOUND

C2053B

RECEIVING

C2053A

MED.SUPPLIES/PAR

C2053Q

PATIENT

C2053P

CLEAN LINEN

C2053N

SOILED

C2053M

CORRIDOR

C2053

RR

C2029A

SLEEP EGG

C2030

Z.9

Z.9

A

A

B

B

2 2

3 3

4 4

FSD-1

SIEMENS CABLE TRAY

18/1

4 S

A

EMG-1

C2031

CORRIDOR

C2053R

EEG-1

C2033

CORRIDOR

CC2010

SLEEP LAB

C2038A

SUB. WAITING

C2034

OFFICE

C2035

CORRIDOR

CC2019

EXAM

C2036

PAT. TOILET

C2037

COMM CLOSET

C2010

PHYSICIAN WORK

C2040

RR

C2050RR

C2052

STORAGE

C2056

G-122/22585

G-122/22580

46/10 RA

FSD-2

D-2

2258Ø

D-2

2258Ø

D-2

2258Ø

28/8

SA

34/8

SA

20/18 SA

D-2

2358Ø

D-2

2358Ø

D-2

2408Ø

D-2

2358Ø

D-2

2358Ø

D-2

2358Ø

20/18 SA

AC-21

AC-20

D-1

506Ø

D-1

506Ø

14Ø SA

14Ø SA

34/8 SA

FSD-1

EMG-1

C2031CORRIDOR

CC2010

SLEEP EGG

C2029

SLEEP MSLT

C2028

10/12 SA (E) (E)TAB-210

35/12 SA (E)23/10 SA (E)

16/10 SA (E)

10Ø

SA

(E

)

14/8

EA

(E

)

12/10 EA (E) 12/12 EA (E)

66/1

6 S

A (

E)

43/12 SA (E)

(E)VVR-5

(E)VVR-5

12/8 SA (E)

12/8 SA (E)

12/8 SA (E)

(E)D-

1108Ø

(E)D-

1108Ø

(E)D-

1108Ø

(E)VVR-7

(E)D-

1108Ø

(E)VVR-6

(E)D-

1108Ø

43/1

2 S

A (

E)

(E)VVR-6

(E)VVR-5

(E)D-

1108Ø

(E)AMS-2-1

(E)D-

1508Ø

12/8

SA

(E

)

1

1

270 CFM RA (E)

34/8 SA (E)

2

1

G-122/221165

8/6 EA

8/6

EA

6ØG-1

150

12/1

0 R

A

3

20/12 RA

12/1

2 R

A

12/8 SA (E)

8/8 RA (E)

36/8 SA

6"Ø PNEUMATIC TUBE

017

6"Ø PNEUMATIC TUBE

6"Ø PNEUMATIC TUBE

EXISTING PNEUMATIC TUBE

EXISTING PNEUMATIC TUBE

10/10 RA

3

46/10 RA

20/8

SA

6Ø RA (E)

D (E) D (E)

4

4

4

RAV3-2331000 CFM

12/4

RA

12/4 RA UNDER52

/16

RA

1

12/1

0 R

A

14/12 RA

RAV3-232310 CFM

SP AHU-3

001A

Key Plan

AREA

OF

WORK

#SHEET HISTORY:

?

? - #




816 474.8237 Fax 816 474.8233

Lincoln, Nebraska

Fairway, Kansas

Fort Collins, Colorado



Architecture


Plo

t Ti

me

Sta

mp

:

File

Lo

ca

tio

n/N

am

e:

ISSUED

BID SET / VOLUME II

10

/7/2

01

9 1

0:5

8:1

2 P

M

C:\

(1)

Re

vit

Pro

jec

ts\

20

19

\M

U I

R-M

-19

_b

ren

ton

.bo

ye

r@c

lark

en

ers

en

.co

m.r

vt

Second Floor HVAC Plan

M1.02

TCEP No.: 624-149-17

Columbia, MO


September 18, 2019

MU No.: CP180491


SCALE: 1/4" = 1'-0"

SECOND FLOOR HVAC PLAN

GENERAL NOTES:

1. ALL NEW WORK IS SHOWN IN HEAVY LINEWEIGHT. ALL WORK TO REMAIN AS EXISTING IS SHOWN IN LIGHT LINEWEIGHT.

2. INSTALL ACCESS PANELS UPSTREAM OF FLOW SENSOR TYP. ALL RAVS

3. PNEUMATIC TUBE SHOWN FOR COORDINATION PURPOSES. REFER TO ARCH. AND PNEUMATIC TUBE MANUFACTURER DRAWINGS FOR INSTALLATION REQUIREMENTS.

PLAN NOTES:

PROVIDE COMBINED MOTORIZED DAMPER/AIRFLOW MEASURING STATION IN FOR EXISTING BRANCH RETURN DUCTWORK. MOTORIZED DAMPER TO MODULATE TO CONTROL TO AIRFLOW AS SHOWN. PROVIDE TAMCO/EBTRON AIR-IQ OR APPROVED EQUIVALENT PACKAGED AIRFLOW MEASUREMENT & DAMPER SOLUTION. RE: M3.02 FOR MORE INFORMATION.

PATCH DUCT CONNECTION FOR EXISTING RA TO ALLOW OTHER AREAS ON AHU-3 TO CONTINUE TO OPERATE DURING CONSTRUCTION.

ADJUST EXISTING CEILING DIFFUSER HEIGHT AS NEEDED WITH ARCHITECTURAL CHANGES IN CORRODOR C2053R.

PNEUMATIC TUBE SYSTEM BY OTHERS. COORDINATE WITH PNEUMATIC TUBE MANUFACTURER/INSTALLER.

0 2' 4' 8'

1

2

3

4

A - 001 10/07/19 ADD 001

LABORATORY GAS EQUIPMENT SCHEDULE

EQUIPMENT EQUIPMENT OPERATING PERFORMANCE MANUFACTURER

MARK: FUNCTION: CONDITIONS: REQUIREMENTS: AND MODEL: REMARKS:

MA-1 MEDICAL GAS INLET AIR N/A POWEREX - RECESSED WALL-MOUNTED DISS MEDICAL GAS OUTLET

SINGLE WALL MOUNT MODEL PX-DCN91XF1116 - PROVIDE GAS SPECIFIC ROUGH-IN ASSEMBLY, MATCHING GAS-SPECIFIC LATCH, AND COVER PLATE

OR EQUIVALENT - SEE ARCHITECTURAL INTERIOR ELEVATIONS FOR EXACT LOCATIONS, COORDINATE WITH CEILING TYPE PER ARCH

- ASSEMBLY TO BE CLEANED FOR PURE GAS SERVICE

MG-1 MEDICAL GAS INLET OXYGEN N/A POWEREX - RECESSED WALL-MOUNTED DISS MEDICAL GAS OUTLET

SINGLE WALL MOUNT MODEL PX-DCN91XF1124A - PROVIDE GAS SPECIFIC ROUGH-IN ASSEMBLY, MATCHING GAS-SPECIFIC LATCH, AND COVER PLATE



MV-1 MEDICAL VACUUM INLET VAC N/A POWEREX - RECESSED WALL-MOUNTED DISS MEDICAL GAS OUTLET

SINGLE WALL MOUNT MODEL PX-DCN91XF1122 - PROVIDE GAS SPECIFIC ROUGH-IN ASSEMBLY, MATCHING GAS-SPECIFIC LATCH, AND COVER PLATE



WAGD-1 WASTE ANESTHESIA WAGD N/A POWEREX - RECESSED WALL-MOUNTED DISS MEDICAL GAS OUTLET

GAS DISPOSAL MODEL PX-DCN91XF1132 - PROVIDE GAS SPECIFIC ROUGH-IN ASSEMBLY, MATCHING GAS-SPECIFIC LATCH, AND COVER PLATE

SINGLE WALL MOUNT OR EQUIVALENT - SEE ARCHITECTURAL INTERIOR ELEVATIONS FOR EXACT LOCATIONS, COORDINATE WITH CEILING TYPE PER ARCH


ZVB-1 ZONE ALARM MED VAC N/A AMICO - MICROPROCESSOR CONTROLLED AND DESIGN TO COMPLY WITH NFPA 99

ZONE VALVE PANEL MED AIR MODEL VBU-M100707 - PANEL SHALL CONTAIN AUDIBLE AND VISIBLE ALARMS

OXYGEN OR EQUIVALENT - VALVES SHALL BE DUAL GAUGE PORT, CAST BRONZE, BALL-TYPE, WITH TFE SEATS AND SEALS

- VALVE BOX SHALL BE 18 GAUGE SHEET STEEL CONSTRUCTION.

- VALVE BOX ASSEMBLY SHALL BE SUPPLIED WITH DECORATIVE FRAME PAINTED WHITE

WHICH ENCLOSES AN EASILY REMOVABLE FLEXIBLE WINDOW.

ZVB-2 ZONE ALARM MED VAC N/A AMICO - MICROPROCESSOR CONTROLLED AND DESIGN TO COMPLY WITH NFPA 99

ZONE VALVE PANEL MED AIR MODEL VBU-M070505 - PANEL SHALL CONTAIN AUDIBLE AND VISIBLE ALARMS

OXYGEN OR EQUIVALENT - VALVES SHALL BE DUAL GAUGE PORT, CAST BRONZE, BALL-TYPE, WITH TFE SEATS AND SEALS




ZVB-3 ZONE ALARM WAGD N/A AMICO - MICROPROCESSOR CONTROLLED AND DESIGN TO COMPLY WITH NFPA 99

ZONE VALVE PANEL MED VAC MODEL VBU-M10100707 - PANEL SHALL CONTAIN AUDIBLE AND VISIBLE ALARMS

MED AIR OR EQUIVALENT - VALVES SHALL BE DUAL GAUGE PORT, CAST BRONZE, BALL-TYPE, WITH TFE SEATS AND SEALS

OXYGEN - VALVE BOX SHALL BE 18 GAUGE SHEET STEEL CONSTRUCTION.



MSA-1 MASTER MED VAC N/A CHEMETRON - DUAL DISPLAY MODULES SHOWING SYSTEM PRESSURE

ALARM MED AIR IMPACT SERIES 74-15-OAV - INCLUDE SILENCE/ENTER BUTTON AND TEST/SHIFT BUTTON

OXYGEN OR EQUIVALENT - COLORED LED ALRM LIGHTS


- ALARM SHALL STORE LAST FOUR ALARM CONDITIONS

- ALARM BUZZ IN EXCESS OF 90 DECIBELS

Key Plan

AREA

OF

WORK

#SHEET HISTORY:

?

? - #




816 474.8237 Fax 816 474.8233

Lincoln, Nebraska

Fairway, Kansas




Architecture


Plo

t Ti

me

Sta

mp

:

File

Lo

ca

tio

n/N

am

e:

ISSUED

BID SET / VOLUME II

10

/7/2

01

9 1

0:5

8:1

5 P

M

C:\

(1)

Re

vit

Pro

jec

ts\

20

19

\M

U I

R-M

-19

_b

ren

ton

.bo

ye

r@c

lark

en

ers

en

.co

m.r

vt

Mechanical Schedules

M4.02

TCEP No.: 624-149-17

Columbia, MO


September 18, 2019

MU No.: CP180491


A - 001 10/07/19 ADD 001

001A

DN

FRONT

DN

3/4" HWC (E)1 1/4" HW (E)1 1/2" CW (E)

3/4"

CW

(E

)

3/4"

HW

(E

)

S-1

S-3

1/2" HW

1/2" HWC

1/2" CW

1/2" CW, 1/2" HW, 1 1/2" V DN TO S-3

MV-1

MA-1MG-1

MV1

MA-1

MG-1

1/2" MA1/2" OX

3/4" MV

1/2"

MA

1/2"

OX

1" M

V

1/2"

MA

1/2"

OX

1" M

V

1/2" CW, 1/2" HW, 1 1/2" V DN TO S-1

MV1

MA-1

MG-1

MSB-1

3/4"

HW

3/4"

CW

3/4" HWC3/4" HW3/4" CW

S-23/4" CW, 3/4" HW, 1 1/2" V DN TO S-2

A B CZ.9

2

3

4

1 1/

2" V

(E

)1

1/2"

V (

E)

1 1/2" V (E)

2" V

(E

)

1 1/2" V (E)

1 1/2" V (E)

1 1/

2" V

(E

)

4" V (E)

4" V

(E

)

1 1/

4" H

W (

E)

1 1/

2" C

W (

E)

1" H

W (

E)

1" C

W (

E)

CAP

Z.9

Z.9

A

A

B

B

C

C

2 2

3 3

4 4

1 1/2" V (E) UP

3/4"

CW

3/4"

HW

3/4" CW3/4" HW

3/4"

HW

C

1 1/

2" V

AUTOMATIC FLOW BALANCING VALVE SET TO 0.5 GPM

BALANCING VALVE SET TO 0.5 GPM


C2053G

CT PROCEDUREROOM

C2053H

EQ.

C2053J

RR

C2029A

SLEEP EGG

C2029

SLEEP EGG

C2030

EMG-1

C2031

CORRIDOR

C2053R

CORRIDOR

CC2010

EEG-1

C2033

SUB. WAITING

C2034

PATIENT

C2053P

CHECK IN

C2053D

CONTROL ROOM

C2053K

EQ.

C2053F

READING ROOM

C2053E

CHECK IN

C2053D

ELEC.

C2057OFFICE

C2054

RR

C2052RR

C2050

CORRIDOR

CC2040

PHYSICIAN WORK

C2040

CORRIDOR

CC2019

OFFICE

C2035MED.SUPPLIES/PAR

C2053Q

RECEIVING

C2053A

EQUIPMENT

C2053C

CORRIDOR

C2053

STORAGE

C2056

1 1/4" MV (E)1" MA (E)

1" OX (E)

1 1/2" HWC (E)

3" HW (E)

3" CW (E)

3/4" MV1/2" MA1/2" OX

1" MV3/4" MA3/4" OX

1 1/4" MV1" MA1" OX

1" M

V3/

4" M

A3/

4" O

X

1" M

V3/

4" M

A3/

4" O

X

1/2" OX1/2" MA3/4" MV

3/4" MV1/2" MA1/2" OX

ZVB-2

ZVB-1

ZVB-3

1" M

V3/

4" M

A3/

4" O

X

1 1/4" MV1" MA1" OX

MSA-1 1

ULTRASOUND

C2053B

3/4" CW/HW (E) UP

CW, HW DN (E) TO FIXTURE

CW, HW DN (E) TO FIXTURE

SOILED

C2053M

CLEAN LINEN

C2053N

AUTOMATIC FLOW BALANCING VALVE SET TO 0.5 GPM

3/4"

HW

C (

E)

MV

-1M

A-1

MG

-1

MV

-1M

A-1

MG

-1

3/4" HB-1WAGD, MV, MA, OX DN TO BOOMWAGD, MV, MA, OX DN TO BOOM

FD-1

1" W

AG

D

WA

GD

-1

WA

GD

-1

1" W

AG

D

1" W

AG

D

001A

1" WAGD

001A

Key Plan

AREA

OF

WORK

#SHEET HISTORY:

?

? - #




816 474.8237 Fax 816 474.8233

Lincoln, Nebraska

Fairway, Kansas




Architecture


Plo

t Ti

me

Sta

mp

:

File

Lo

ca

tio

n/N

am

e:

ISSUED

BID SET / VOLUME II

10

/7/2

01

9 1

0:5

8:2

6 P

M

C:\

(1)

Re

vit

Pro

jec

ts\

20

19

\M

U I

R-M

-19

_b

ren

ton

.bo

ye

r@c

lark

en

ers

en

.co

m.r

vt

Second Floor Plumbing

Plan

P1.02

TCEP No.: 624-149-17

Columbia, MO


September 18, 2019

MU No.: CP180491


SCALE: 1/4" = 1'-0"

SECOND FLOOR PLUMBING PLAN

1

GENERAL NOTES:

1. ALL NEW WORK IS SHOWN IN HEAVY LINEWEIGHT. ALL WORK TO REMAIN AS EXISTING IS SHOWN IN LIGHT LINEWEIGHT.

PLAN NOTES:

MASTER ALARM MA-1 LOCATED ABOVE ZVB-2.

0 2' 4' 8'

A - 001 10/07/19 ADD 001

DN

FRONT

DN

J

NN

N

F

F

F

F

JJ

J

J

J

J

J

J J J

J

EL

EL

CR

DM

DMCR

CR

CRELDM

CR

EL

DM

J

N

EL

DM

CREL DM

ELEL DMDM

J

N

N NF F

S

S

SSS

S

N

N

F

F

F

F

F

F

F

FF

FF

F

JJ

JJ

J J

J

J J

J

J JM

JJ

J

M

M

M

J

J

J

J

J

M

J

J

J

J

J

J

J

N22

L2A

L21

T-L2A

T-C2B

C22

C2B

N2BT

T

T

T-N2B

A BZ.9

2

3

4

5


C2053G

CT PROCEDUREROOM

C2053H

EQ.

C2053J

RECEIVING

C2053A

MED.SUPPLIES/PAR

C2053Q

CORRIDOR

C2053

READING ROOM

C2053E

+48"

EQUIPMENT

C2053C

ULTRASOUND

C2053B

PATIENT

C2053P

SOILED

C2053M

CLEAN LINEN

C2053N

CHECK IN

C2053D

EQ.

C2053F CONTROL ROOM

C2053K

AX

CT

DL

XFMR

MAVIG

HD3

+48" +48" +48"

(E)

(E)(E)

(E)

(E)

(E)

(E)

(E)

(E)

+48"

ELECT

C2057

+48"

+48"

+28"

+28"

+48"

+48"

+28"

+28"

+36"

+36"

+36"

+36"

+48" +48"

+36"

+36"

+28"+28"

+48"

+48"

+48"

GFI

C

C

C

C

2

2 2

2

2

2

+48" +48" +48"

2 2 2

+44"USB

+44"USB

+44"USB

+44"USB

+44"USB

+44"USB

+44"USB

+48"

+44"USB

2

4

+57"

6

7

7

7

C

C

9

6

7

5

6

+28" +36"

+28"

+36"

+36"

+28"

+90"

+90"+120"

+120"

+48"

C

8WAP

P

+57"

10 9

9

WAP

9

+57"+57"

P

P

+57"+57"

9

9

9

9

9

9

9

9

9

9

9

NCL

NCL

SLEEP EGG

C2030

EMG-1

C2031

CORRIDOR

C2053R

EEG-1

C2033

SUB. WAITING

C2034

OFFICE

C2035

CORRIDOR

CC2019

OFFICE

C2054

RR

C2052

RR

C2050

CORRIDOR

CC2040

+120"

GFI GFI

D

+120"

+120"

DD

+120"+120"

9

6

+48"

+44"

CB

CB

9

C

9

+48"

3

GFI

C

C

C

CC

CC

C

GFI

GFI

N2B-2

N2B-3

N2B-4

N2B-5

C2B-2

C2B-4

N2B-8

C2B-8

N2B-10

C2B-10

N2B-12

N2B-13

N2B-15

N2B-17

N2B-18

N2B-19

C2B-11 C2B-12

N2B-21

C2B-13N2B-23

N2B-25

C2B-15

N2B-24

C2B-16

N2B-26

C2B-18

N2B-27

C2B-20N2B-9

C2B-24

C2B-38

C2B-34

C2B-35

C2B-35

N2B-28

9

9

9

9

+120"

9

N2B-14N2B-47

C2B-51

N2B-49

C2B-53

C2B-55

11

11 +60"

12

12 +60"

C2B-50

C2B-50

10

10

10

GFI

N2B-50

+44"+44"

C2B-54 N2B-51

C2B-56

15 15

N2B-52

C2B-57

C2B-58

F13

N2B-53 C2B-59

N2B-54

C2B-60

C2B-61

N2B-55

F F

13

14 C2B-62 C2B-63

+57"

+57"

C2B-64

AE2A-12AC2053J

16 30A/3P

C

C2B-65

C

C2B-73

C2B-66 C2B-67C2B-68 C2B-69

C2B-71

AC2053F

30A/3P

(E)

(E) (E)

(E)

(E)

WP30A/2P

CU2053F16

AE2A-28,30

WP30A/2P

16

CU2053J

17

AE2A-27,29

D

18

19

19

D

D

D

D

D

D

D

1918

18

C2B-70

18

D

AE2A-12

AE2A-12

AE2A-12

19

AE2A-12

18

18

18

18

18

C2B-70

20

20

21

L2A

1

(E)

N2B-56

C

C

30A/3P

N2B-29,31,33

22

C

C2B-78C

C2B-72

C

C2B-74

C2B-75C2B-76

C2B-77

23

24

26

2525

27

(TYP)

001A

Key Plan

AREA

OF

WORK

#SHEET HISTORY:

?

? - #




816 474.8237 Fax 816 474.8233

Lincoln, Nebraska

Fairway, Kansas



Architecture


Plo

t Ti

me

Sta

mp

:

File

Lo

ca

tio

n/N

am

e:

ISSUED

BID SET / VOLUME II

10

/8/2

01

9 4

:46

:02

PM

C:\

(1)

Re

vit

Pro

jec

ts\

20

19

\M

U I

R-E

-19

_d

an

.wro

ble

wsk

i.rv

t

Second Floor Power &

Auxiliary Systems Plan

E2.01

TCEP No.: 624-149-17

Columbia, Missouri

University of Missouri

Teaching Hospital

Critical Care Addition -

Interventional Radiology

Expansion

September 18, 2019

MU No.: #CP180491


SCALE: 1/4" = 1'-0"

SECOND FLOOR POWER & AUXILIARY SYSTEMS PLAN

0 2' 4' 8'

SECOND FLOOR POWER & AUXILIARY SYSTEMS PLAN NOTES

KEY NOTE DESCRIPTION

1 PROVIDE NEW ETC – ‘SC1008’ EMERGENCY TRANSFER DEVICE (OR EQUAL) AND CONNECT BOTH CRITICALAND NORMAL POWER PER MANUFACTURER’S REQUIREMTNS. CONNECT TRANSFER DEVICE TO OVERHEAD,ARM MOUNTED PROCEDURE LIGHT (OWNER PROVIDED). COORDINATE EXACT CONNECTION REQUIREMENTSWITH PROCEDURE LIGHT SUPPLIER/INSTALLER.

2 2 GANG BOX WITH SINGLE GANG EXTENSION RING AND BLANK COVER, FLUSH MOUNTED IN WALL AT +18" AFFUNLESS OTHERWISE INDICATED. ROUTE (1) 1" CONDUIT FROM BOX, CONCEALED UP WALL AND STUB ABOVETHE ACCESSIBLE CEILING IN THE CORRIDOR.

3 ELECTRICAL CONNECTION TO MOTORIZED SLIDING WALL ELECTRICAL CONTROL PANEL AND MOTOR. FUSEDDISCONNECT TO BE LOCATED ABOVE CEILING ADJACENT TO SLIDING DOOR MOTOR. COORDINATE EXACTLOCATION OF CONTROL PANEL AND PUSHBUTTON STATIONS WITH OWNER BEFORE ROUGH IN. PROVIDE ALLLOW VOLTAGE CABLING FOR PUSHBUTTONS, LIMIT SWITCHES, PHOTO EYE SENSORS, AND MOTORCONTROLS FOR A COMPLETE DOOR INSTALLATION. SEE MANUFACTURER’S INSTRUCTION FOR MOREINFORMATION.

4 ELECTRICAL CONNECTION TO COOLING UNIT. VERIFY EXACT LOCATION AND ELECTRICAL REQUIREMENTSEQUIPMENT INSTALLER/SUPPLIER.

5 120V ELECTRICAL CONNECTION FOR POWER OF MECHANICAL CONTROL TRANSFORMERS/ENCLOSED POWERSUPPLY FOR VB'S AND VBR'S SERVICING THE PROJECT AREA. PROVIDE ALL REQUIRED 120V ELECTRICALCONNECTIONS TO MECHANICAL CONTRACTOR PROVIDED AND INSTALLED CONTROLTRANSFORMERSENCLOSED POWER SUPPLIES. COORDINATE EXACT ENCLOSED POWER SUPPLY LOCATIONS,QUANTITIES, AND ADDITIONAL REQUIREMENTS WITH THE MECHANICAL CONTRACTOR AND THE OWNER'SBUILDING CONTROLS MANAGER. SEE THE MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION,INCLUDING CONTROLS TRANSFORMERS/ENCLOSED POWER SUPPLY CONNECTIONS DETAIL.

6 SECURITY CAMERA LOCATION SHOWN FOR REFERENCE ONLY. REFER TO THE TELECOMMUNICATIONSPLANS FOR CABLING REQUIREMENTS.

7 LOCATION OF CARD READER. FULLY COORDINATE INSTALLATION AND CONNECTION DETAILS WITH THEDOOR HARDWARE SUPPLIERINSTALLER. SEE THE ACCESS CONTROL DETAILS FOR ADDITIONALINFORMATION.

8 ELECTRICAL PENETRATIONS THROUGH SMOKE RATED WALLS AND WALLS OF PRESSURIZED ROOMS SHALLBE SEALED. SEE ARCHITECTURAL AND MECHANICAL PLANS FOR SPECIFIC WALLS. SEE ELECTRICALSPECIFICATIONS FOR SEALING REQUIREMENTS.

9 FIRE RATED WALL. ALL ELECTRICAL PENETRATIONS SHALL BE SEALED WITH APPROVED FIRE CAULKING. SEEELECTRICAL SPECIFICATIONS FOR SEALING REQUIREMENTS. REFERENCE ARCHITECTURAL PLANS FOREXACT LOCATION OF FIRE WALL.

10 OUTLET BOX FOR AUTO DOOR OPERATOR STATION. INSTALL BOX IN WALL AT LOCATION INDICAETD.PROVIDE ALL NECESSARY CONNECTIONS BETWEEN PUSHBUTTON STATION AND POWER SUPPLY JUNCTIONBOX. ROUTE WIRE IN CONDUIT CONCEALED IN WALL AND ABOVE CEILING. COORDINATE INSTALLATION ANDCONNECTION DETAILS WITH THE DOOR HARDWARE SUPPLIER/INSTALLER.

11 120V CONNECTION TO PNEUMATIC TUBE SYSTEM STATION. STATION IS PROVIDED WITH A DUPLEX OUTLETTHAT THE CONTRACTOR SHALL MAKE CONNECTIONS TO. COORDINATE EXACT CONNECTION LOCATION ANDDETAILS WITH THE PNEUMATIC TUBE SYSTEM STATION SUPPLIER/INSTALLER.

12 DATA CONNECTION TO PNEUMATIC TUBE SYSTEMS STATION. COORDINATE EXACT DATA CONNECTIONLOCATION WITH THE PNEUMATIC TUBE SYSTEM SUPPLIER/INSTALLER.

13 STUB (1) 1” UP, THRU FLOOR, INTO IMAGING EQUIPMENT TABLE LEG. FROM TABLE LEG STUB UP, ROUTECONDUIT CONCEALED, BELOW RAISED FLOOR AND CONNECT TO JUNCTION IN CONTROL ROOM. COORDINATEEXACT LOCATION AND CONNECTION REQUIREMENTS WITH IMAGING EQUIPMENT SUPPLIER/INSTALLER.

14 PROVIDE 2 GANG BOX WITH SINGLE GANG EXTENSION RING, FLUSH MOUNTED IN WALL AT +18" AFF. FROMBOX, ROUTE (1) 1" CONDUIT BELOW RAISED FLOOR AND CONNECT TO JUNCTION IN CONTROL ROOM.

15 PROVIDE 2 GANG BOX WITH SINGLE GANG EXTENSION RING, FLUSH MOUNTED IN WALL AT +18" AFF.

16 PROVIDE ALL CONNECTIONS BETWEEN INDOOR AIR CONDITIONING UNIT AND CORRESPONDING OUTDOORCONDENSING UNIT.

17 ROUTE #10 THROUGHOUT ENTIRE CIRCUIT.

18 120V ELECTRICAL CONNECTION TO SMOKE DAMPER/COMBINATION FIRE SMOKE DAMPER. PROVIDE ALLNECESSARY CONNECTIONS TO DAMPER SO THAT UPON FIRE ALARM CONDITION OR DUCT SMOKE DETECTORACTIVATION, THE DAMPERS CLOSE. COORDINATE EXACT CONNECTION REQUIREMENTS AND LOCATION WITHTHE MECHANICAL CONTRACTOR.

19 PROVIDE 120V ELECTRICAL CONNECTION ROOM PRESSURE SENSOR. COORDINATE EXACT REQUIREMENTSWITH MECHANICAL CONTRACTOR.

20 CARD READER ROUGH-IN ONLY. FULLY COORDINATE INSTALLATION AND CONNECTION DETAILS WITH THEDOOR HARDWARE SUPPLIERINSTALLER. SEE THE ACCESS CONTROL DETAILS FOR ADDITIONALINFORMATION.

21 PROVIDE 120V ELECTRICAL CONNECTION GAS ALARM PANEL (MA-1). CIRCUIT PANEL TO A NEW 20A/1PCIRCUIT BREAKER LOCATED IN PANELBOARD ‘L2A’. COORDINATE EXACT CONNECTION REQUIREMENTS WITHTHE MECHANICAL CONTRACTOR.

22 DEVICES TO BE MOUNTED IN CASEWORK. COORDINATE EXACT LOCATION WITH CASEWORK PROVIDER.ROUTE ALL WIRING CONCEALED TO NEARBY WALL.

23 ELECTRICAL CONNECTION TO MAVIG LAMP 24V XFMR (PROVIDED BY IMAGING EQUIPMENT SUPPLIER). EC TOCONNECT AND PROVIDE LOW VOTLAGE WIRING TO LAMP AS REQUIRED FOR A COMPLETE INSTALLATION.

24 ELECTRICAL CONNECTION TO ANESTHESIA BOOM, (PROVIDED BY IMAGING EQUIPMENT SUPPLIER). EC TOPROVIDE ELECTRICAL CONNECTION TO (7) EM DUPLEX OUTLETS PROVIDED WITH BOOM AFTER BOOMINSTALLATION.

25 ELECTRICAL CONNECTION TO MONITOR BOOM, (PROVIDED BY IMAGING EQUIPMENT SUPPLIER). EC TOPROVIDE FINAL ELECTRICAL CONNECTIONS AFTER BOOM INSTALLATION.

26 ELECTRICAL CONNECTION TO INJECTOR BOOM, (PROVIDE BY IMAGING EQUIPMENT SUPPLIER). EC TOPROVIDE FINAL ELECTRICAL CONNECTIONS AFTER BOOM INSTALLATION.

27 CONTRACTOR TO PULL SPEAKER CABLING TO APPROXIMATE LOCATION SHOWN. PROVIDE 15' OF COILEDSLACK AT LOCATION SHOWN FOR FUTURE FLEXIBILITY.

ALL NEW RECEPTACLES ADDED UNDER THIS PROJECT’S SCOPE SHALL BE

HOSPITAL GRADE, TAMPER PROOF TYPE RECEPTACLES. SEE SPECIFICATIONS

FOR ADDITIONAL INFORMATION.

A - 001 10/08/19 ADDENDUM #1

FRONT

J J

J

J

J

J

J

J

J

J

J

J

J

J J

J J

J

J

J

J

J

A BZ.9

2


C2053G

CT PROCEDUREROOM

C2053HEQ.

C2053J

+46" +46"

EQ.

C2053F

CONTROL ROOM

C2053K

AX

CT

+46"

+46"

+46"

+46"

DS DS

F

F

C

C

C

C

F

F

+72"

XF1

F

C

F

CMPT F1

VD4

HD3

PDC

EPO

SPD

EPO

EPO

VD5

HD2

VD3

EPO

GAN

EPOIC2

EPO

PU1

SC

CU1

HD1

VD2

VD1

D1

ICSU

P1

T1B10

UPS

SLEEP EGG

C2030

EMG-1

C2031

1

5

2

6

3

4

17

18

7

8

9

12

1311

10

14

15

16

SC1

31

32

33

37

40

41

42

43

44

45

4647

48

49

50

51

52

69

53

40

57

56

59

57

64

63

65 66

67

68

'IN-USE' 'IN-USE'

AFP

CLDCR1

CRBIN1

IN2

SD

XWP

COC

ICS

IN3

IN4

AFN

AFU

CC

IS2IS

LDC

RMD

T

+46"EPO

3

3

C

F 59

19

20

58

MAVIG

35

34

38

39

36

5455

60

61

62

Key Plan

AREA

OF

WORK

#SHEET HISTORY:

?

? - #




816 474.8237 Fax 816 474.8233

Lincoln, Nebraska

Fairway, Kansas



Architecture


Plo

t Ti

me

Sta

mp

:

File

Lo

ca

tio

n/N

am

e:

ISSUED

BID SET / VOLUME II

10

/9/2

01

9 8

:04

:26

AM

C:\

(1)

Re

vit

Pro

jec

ts\

20

19

\M

U I

R-E

-19

_d

an

.wro

ble

wsk

i.rv

t

Procedure Rooms Power

& Auxiliary Systems Plan

E2.02

TCEP No.: 624-149-17

Columbia, Missouri


Teaching Hospital



Expansion

September 18, 2019

MU No.: #CP180491


SCALE: 1/4" = 1'-0"

PROCEDURE ROOMS POWER & AUXILIARY SYSTEMS PLAN

0 2' 4' 8'

PROCEDURE ROOMS POWER & AUXILIARY SYSTEMS PLAN NOTES


38 PROVIDE 3/4" CONDUIT ABOVE CEILING FROM RMD TO UPS AS INDICATED ON DRAWINGS.

39 ELECTRICAL CONNECTION FROM CT POWER PANEL TO EPO PUSHBUTTON. SEE ELECTRICAL ONE LINEDIAGRAM FOR MORE INFORMATION.

40 ELECTRICAL CONNECTION FROM EPO PUSHBUTTON TO ADDITIONAL EPO PUSHBUTTON. SEE ELECTRICALONE LINE DIAGRAM FOR MORE INFORMATION.

41 PROVIDE 3/4" CONDUIT ABOVE CEILING FROM SC1 TO WARNING LIGHT AS INDICATED ON DRAWINGS.

42 PROVIDE 3/4" CONDUIT ABOVE CEILING FROM SC1 TO DOOR CONTACT SWITCH (DS) AS INDICATED ONDRAWINGS.

43 ELECTRICAL BRANCH CIRCUIT TO TABLE OUTLET XF1. PROVIDE #12 AWG CONDUCTORS IN 3/4" CONDUIT TOPANEL INDICATED. SEE ELECTRICAL ONE LINE DIAGRAM FOR MORE INFORMATION.

44 PROVIDE 120V DEDICATED CIRCUIT TO MAVIG XFMR. SEE SECOND FLOOR POWER & AUXILIARY SYSTEMSPLAN FOR MORE INFORMATION.

45 PROVIDE 3/4" CONDUIT ABOVE CEILING FROM MAVIG XFMR TO SU AS INDICATED ON PLANS.

46 PROVIDE 2" CONDUIT ABOVE CEILING FROM P1 TO VD1 (PU1) AS INDICATED ON DRAWINGS.

47 PROVIDE (2) 3" CONDUIT ABOVE CEILING FROM P1 TO VD1 (PU1) AS INDICATED ON DRAWINGS.

48 PROVIDE 3" CONDUIT ABOVE CEILING FROM P1 TO VD1 (PU1) AS INDICATED ON DRAWINGS.

49 PROVIDE 2-1/2" CONDUIT ABOVE CEILING FROM P1 TO CU1 (PU1) AS INDICATED ON DRAWINGS.

50 PROVIDE (2) 3" CONDUITS UNDERFLOOR FROM SC TO VD3 (CR1) AS INDICATED ON DRAWINGS.

51 PROVIDE 3" CONDUIT UNDERFLOOR FROM SC TO T1 AS INDICATED ON DRAWINGS.

52 PROVIDE 2" CONDUIT ABOVE CEILING FROM VD1 TO CU1 AS INDICATED ON DRAWINGS.

53 PROVIDE 3" CONDUIT UNDERFLOOR FROM SC TO IS2 AS INDICATED ON DRAWINGS.

54 PROVIDE 3" CONDUIT ABOVE CEILING FROM VD2 TO VD3 AS INDICATED ON DRAWINGS.

55 PROVIDE 2" CONDUIT ABOVE CEILING FROM VD2 TO VD3 AS INDICATED ON DRAWINGS.

56 PROVIDE 3" CONDUIT ABOVE CEILING FROM VD1 TO D1 AS INDICATED ON DRAWINGS.

57 PROVIDE 2" CONDUIT ABOVE CEILING FROM VD2 TO D1 AS INDICATED ON DRAWINGS.

58 PROVIDE 2" CONDUIT ABOVE CEILING FROM VD2 TO VD1 (SC1) AS INDICATED ON DRAWINGS.

59 PROVIDE 2-1/2" CONDUIT UNDERFLOOR FROM IS2 TO T1 AS INDICATED ON DRAWINGS.

60 PROVIDE (2) 3" CONDUIT ABOVE CEILING FROM VD2 TO VD3 AS INDICATED ON DRAWINGS.

61 PROVIDE 3" CONDUIT ABOVE CEILING FROM VD2 TO "CUSTOMER SOURCES". COORDINATE FINAL LOCATIONSWITH OWNER.

62 PROVIDE 3" CONDUIT UNDERFLOOR FROM IN2 TO VD3 (CRB) AS INDICATED ON DRAWINGS.

63 PROVIDE 3/4" CONDUIT ABOVE CEILING FROM IC TO VD3 (CRB) AS INDICATED ON DRAWINGS.

64 PROVIDE 3/4" CONDUIT ABOVE CEILING FROM IC2 TO VD3 (CRB) AS INDICATED ON DRAWINGS.

65 PROVIDE 3" CONDUIT UNDERFLOOR FROM B10 TO T1 AS INDICATED ON DRAWINGS.

66 PROVIDE 3" CONDUIT UNDERFLOOR FROM B10 TO VD3 (CRB) AS INDICATED ON DRAWINGS.

67 PROVIDE 1/2" CONDUIT ABOVE CEILING FROM XF1 TO SC1 AS INDICATED ON DRAWINGS.

68 PROVIDE 2" CONDUIT ABOVE CEILING FROM VD2 (IS) TO "CUSTOMER MONITOR" (LIVE_REF VIDEO INTERFACETO OEM). COORDINATE FINAL LOCATIONS WITH OWNER.

69 PROVIDE 1-1/2" CONDUIT ABOVE CEILING FROM VD2 TO AFU AS INDICATED ON DRAWINGS.

PROCEDURE ROOMS POWER & AUXILIARY SYSTEMS PLAN NOTES


1 ELECTRICAL FEEDER FOR CT POWER PANEL. SEE ELECTRICAL ONE LINE DIAGRAM FOR MORE INFORMATION.

2 ELECTRICAL CONNECTION FROM CT POWER PANEL TO EPO PUSHBUTTON. SEE ELECTRICAL ONE LINEDIAGRAM FOR MORE INFORMATION.

3 ELECTRICAL CONNECTION FROM EPO PUSHBUTTON TO ADDITIONAL EPO PUSHBUTTON. SEE ELECTRICALONE LINE DIAGRAM FOR MORE INFORMATION.

4 ELECTRICAL CONNECTION FROM VD4 TO EPO PUSHBUTTON. SEE ELECTRICAL ONE LINE DIAGRAM FOR MOREINFORMATION.

5 ELECTRICAL BRANCH CIRCUIT TO SURGE PROTECTIVE DEVICE. SEE ELECTRICAL ONE LINE DIAGRAM FORMORE INFORMATION.

6 ELECTRICAL BRANCH CIRCUIT TO POWER DISTRIBUTION CABINET PDC. SEE ELECTRICAL ONE LINEDIAGRAMS FOR MORE INFORMATION.

7 PROVIDE 3/4" CONDUIT ABOVE CEILING FROM VD4 TO WARNING LIGHT AS INDICATED ON DRAWINGS.

8 PROVIDE 3/4" CONDUIT ABOVE CEILING FROM VD4 TO DOOR CONTACT SWITCH (DS) AS INDICATED ONDRAWINGS.

9 PROVIDE 2-1/2" CONDUIT ABOVE CEILING FROM VD4 TO VD5 AS INDICATED ON DRAWINGS.

10 PROVIDE 3" CONDUIT ABOVE CEILING FROM GAN TO VD5 AS INDICATED ON DRAWINGS.

11 PROVIDE (3) 3" CONDUIT ABOVE CEILING FROM GAN TO VD4 AS INDICATED ON DRAWINGS. MINIMUM 6"BENDING RADIUS REQUIRED.

12 PROVIDE 3" CONDUIT ABOVE CEILING FROM GAN TO VD5 AS INDICATED ON DRAWINGS.

13 PROVIDE 1-1/2" CONDUIT ABOVE CEILING FROM GAN TO VD4 AS INDICATED ON DRAWINGS.

14 PROVIDE (2) 3" CONDUITS (IF REQUIRED PER LOCAL CODE) ABOVE CEILING FROM GAN TO ON-SITE WATERCONNECTION. MINIMUM 6" BENDING RADIUS REQUIRED.

15 PROVIDE 1" CONDUIT (IF REQUIRED PER LOCAL CODE) ABOVE CEILING FROM GAN TO SELECTED DRAIN TYPE.MINIMUM OF 6" BEND RADIUS REQUIRED.

16 PROVIDE 2-1/2" CONDUIT ABOVE CEILING FROM IN3 TO IN4 AS INDICATED ON DRAWINGS. VERIFY LENGTHRESTRICTIONS WITH MANUFACTURER.

17 PROVIDE 2-1/2" CONDUIT ABOVE CEILING FROM VD5 TO F1 AS INDICATED ON DRAWINGS.

18 PROVIDE 2-1/2" CONDUIT ABOVE CEILING FROM VD4 TO F1 AS INDICATED ON DRAWINGS.

19 PROVIDE 2" CONDUIT UNDERFLOOR FROM MPT TO VD4 (PDC) AS INDICATED ON DRAWINGS.

20 PROVIDE 2" CONDUIT UNDERFLOOR FROM MPT TO VD5 (COC) AS INDICATED ON DRAWINGS.

21-30 INTENTIALLY LEFT BLANK

31 ELECTRICAL FEEDER FOR AX POWER PANEL. SEE ELECTRICAL ONE LINE DIAGRAM FOR MORE INFORMATION.

32 ELECTRICAL BRANCH CIRCUIT FOR POLY. A100 CABINET PU1. SEE ELECTRICAL ONE LINE DIAGRAM FORMORE INFORMATION.

33 ELECTRICAL BRANCH CIRCUIT FROM UPS TO SD WITH FLEX CONDUIT FROM UPS BOX TO OUTPUT XFMRCABINET. SEE ELECTRICAL ONE LINE DIAGRAM FOR MORE INFORMATION.

34 ELECTRICAL BRANCH CIRCUIT FROM UPS TO SD. SEE ELECTRICAL ONE LINE DIAGRAM FOR MOREINFORMATION.

35 ELECTRICAL BRANCH CIRCUIT FROM SD TO SC1. SEE ELECTRICAL ONE LINE DIAGRAM FOR MOREINFORMATION.

36 ELECTRICAL BRANCH CIRCUIT FROM UPS TO OUTPUT TRANSFORMER CABINET. SEE ELECTRICAL ONE LINEDIAGRAM FOR MORE INFORMATION.

37 ELECTRICAL CONNECTION FROM UPS CABINET TO EPO PUSHBUTTON. SEE ELECTRICAL ONE LINE DIAGRAMFOR MORE INFORMATION.

EXACT LOCATIONS AND CONDUIT ROUTING SHOWN ARE APPROXIMATE AND FOR REFERENCE

ONLY. BEFORE PERFORMING ANY WORK RELATED TO SIEMENS IMAGING EQUIPMENT,

ELECTRICAL CONTRACTOR TO FULLY COORDINATE ALL IMAGING EQUIPMENT ELECTRICAL REQUIREMENTS WITH FINALIZED SIEMENS DESIGN DRAWINGS. SEE FINALIZED SIEMENS DESIGN

DRAWINGS FOR FURTHER INFORMATION AND REQUIREMENTS.

A - 001 10/08/19 ADDENDUM #1

ELECTRICAL LEGEND

SYM SIZE DESCRIPTION REMARKS

AFN ----- ETHERNET CONNECTION TO CUSTOMER'S INFORMATION SYSTEMS NETWORK. ACUSON FREESTYLE NETWORK

AFP 20A 110V, 20A HOSPITAL GRADE OUTLET 18" AFF. ELECTRICAL CONTRACTOR TO SUPPLY AND INSTALLA NEMA 5-20P PLUG ONTO SIEMENS POWER CORD FOR USE WITH THIS WALL OUTLET.

ACUSON FREESTYLE POWER

AFU ----- FIXPOINT DESIGNATION, SAME BOX/OPENING AS "D1". ACUSON FREESTYLEULTRASOUND CABLING

AX ----- MAIN PANEL WITH MAIN BREAKER. LOCATION DETERMINED BY CUSTOMER/CONTRACTOR. SEE"POWER SCHEDULE".

BREAKER PANEL

B10 AS REQUIRED PULL BOX MOUNTED BELOW FINISHED FLOOR WITH REMOVABLE BOTTOM COVER. PROVIDE 4" 0CONDUIT FROM BOX TO FLUSH WITH FINISHED FLOOR. PROVIDE STAINLESS STEELWATERPROOF PLATE ON TOP OF CORED OPENING IN FLOOR.

TABLE ACCESSORIES

CC 18" X 8" BUSHED OPENING IN VERTICAL DUCT "VD1" COVER AT FLOOR LINE. CABLE CABINET

CLD 3" 0 BUSHED OPENING IN TOP OF HORIZONTAL DUCT "HD1". C-ROOM CUSTOMER LD INPUTS

COC AS REQUIRED OPENING IN RACEWAY IN SHOWN LOCATION. CONTROL CABINET

CR1 3" 0 BUSHED OPENING IN TOP OF HORIZONTAL DUCT "HD1". CONTROL ROOM DISTRIBUTOR

CRB AS REQUIRED PULL BOX MOUNTED BELOW FINISHED FLOOR WITH REMOVABLE BOTTOM COVER. FOR A SINGLECONDUIT CONNECTION TO THIS BOX, PROVIDE A 3" CONDUIT THRU FLOOR. FOR MULTIPLECONDUIT CONNECTIONS, PROVIDE (2) 4" CONDUITS THRU FLOOR. E.C. TO DESIGN TRANSITION TOSURFACE FLOOR DUCT AS REQUIRED.

CONTROL ROOM UNDER-FLOORBOX

CT ----- MAIN PANEL WITH MAIN BREAKER. LOCATION DETERMINED BY CUSTOMER/CONTRACTOR. SEE"POWER SCHEDULE".

BREAKER PANEL

CU1 AS REQUIRED PULL BOX MOUNTED FLUSH IN FINISHED WALL AT FLOOR LINE. PROVIDE BOX WITH REMOVABLEFRONT COVER AND (1) 4" 0 BUSHING IN CENTER OF REMOVABLE COVER FOR CABLE EXIT. SEEPLAN FOR LOCATION.

COOLING UNIT

D1 AS REQUIRED PULL BOX MOUNTED ABOVE FINISHED CEILING WITH REMOVABLE BOTTOM COVER WITH 4" 0BUSHED OPENING.

LD BOOM KIT

F1 AS REQUIRED PULL BOX MOUNTED ABOVE FINISHED CEILING. PROVIDE BOX WITH REMOVABLE COVER PULLBOX MOUNTED ABOVE FINISHED CEILING, EXACT LOCATION TO BE COORDINATED WITH SIEMENSPROJECT MANAGER.

CARE VISION MONITOR CEILINGMOUNT

GAN AS REQUIRED PULL BOX MOUNTED ABOVE FINISHED CEILING. PROVIDE BOX WITH REMOVABLE COVER ONUNDERSIDE WITH AN OPENING, AS REQUIRED, FROM BOX TO FLUSH WITH FINISHED CEILING.PROVIDE BUSHING AT CEILING LINE. SEE PLAN FOR LOCATION.

CABLE CHAIN

HD1 3 1/2" X 10" HORIZONTAL DUCT MOUNTED ON FINISHED WALL AT FLOOR LINE. PROVIDE DUCT WITHREMOVABLE FRONT COVER. IF REQUIRED BY LOCAL CODE, DIVIDE DUCT INTO (3) SECTIONS WITHMETAL DIVIDERS. CONNECT TO VERTICAL DUCT "VD2" AS SHOWN.

HORIZONTAL WALL DUCT

HD2 10" X 3 1/2" ELECTRICAL DUCT (6'-0" LONG) RUN HORIZONTALLY ON THE WALL AT THE FLOOR LINE ANDSURFACE MOUNTED ON FINISHED WALL AS SHOWN. DUCT TO BE DIVIDED INTO TWO SECTIONSWITH METAL DIVIDERS.

RACEWAY

HD3 10" X 3 1/2" ELECTRICAL DUCT (7'-0" LONG) RUN HORIZONTALLY ON THE WALL AT THE FLOOR LINE ANDSURFACE MOUNTED ON FINISHED WALL AS SHOWN. DUCT TO BE DIVIDED INTO TWO SECTIONSWITH METAL DIVIDERS.

RACEWAY

IC AS REQUIRED PULL BOX MOUNTED ABOVE FINISHED CEILING IN LOCATION COORDINATED WITH INTERCOMINSTALLATION. PROVIDE REMOVABLE BOTTOM COVER WITH 3/4" 0 BUSHED OPENING.

INTERCOM MIC

IC2 AS REQUIRED PULL BOX MOUNTED FLUSH IN FINISHED WALL AT A RECOMMENDED HEIGHT OF 6' AFF. INTERCOM PROCEDURE RM.LOUDSPEAKER

ICS 12" X 4" OPENING IN RACEWAY IN SHOWN LOCATION. IMAGE CONSTRUCTION SYS.

IN1 3" 0 BUSHED OPENING IN TOP OF HORIZONTAL DUCT "HD1". INJECTORELECTRONICS/KEYPAD

IN2 ----- FIXED POINT DESIGNATION, SAME PULL BOX AS "B10". TABLE INJECTOR

IN3 AS REQUIRED PULL BOX MOUNTED FLUSH WITH FINISHED WALL AT FLOORLINE IN CONTROL AREA. INJECTOR ELECTRONICS

IN4 AS REQUIRED PULL BOX MOUNTED ABOVE FINISHED CEILING IN SHOWN LOCATION. CEILING MTD. INJECTOR

IS 4" 0 BUSHED OPENING IN VERTICAL DUCT "VD2" COVER AT FLOOR LINE. IMAGE SYSTEM

IS2 AS REQUIRED PULL BOX MOUNTED BELOW FINISHED FLOOR WITH REMOVABLE BOTTOM COVER. PROVIDE 4" 0CONDUIT FROM BOX TO FLUSH WITH FINISHED FLOOR WITH BUSHING AT FLOOR LINE.

IMAGE SYSTEM

LDC ----- FIXED POINT DESIGNATION, SAME OPENING AS "IS". LARGE DISPLAY CONTAINER

MPT AS REQUIRED PULL BOX MOUNTED TO UNDERSIDE OF FLOOR SLAB WITH 4" 0 CORE DRILL WITH SLEEVETHROUGH FLOOR SLAB ENDING FLUSH WITH FINISHED FLOOR IN SHOWN LOCATION.

MULTIPURPOSE TABLE

P1 AS REQUIRED PULL BOX MOUNTED ABOVE FINISHED CEILING. PROVIDE REMOVABLE BOTTOM COVER WITH 8" 0BUSHED OPENING. PROVIDE CORRESPONDING OPENING AT CEILING LINE.

C-ARM

PDC 12" X 5" OPENING IN RACEWAY IN SHOWN LOCATION. POWER DISTRIBUTION CAB.

PU1 AS REQUIRED PULL BOX MOUNTED FLUSH IN FINISHED WALL AT FLOOR LINE. PROVIDE BOX WITH REMOVABLEFRONT COVER WITH 4" 0 BUSHED OPENING AT BOTTOM OF COVER.

GENERATOR

RMD AS REQUIRED SINGLE-GANG RJ45 JACK UPS REMOTE MONITORINGDEVICE

SC AS REQUIRED PULL BOX MOUNTED BELOW FINISHED FLOOR WITH REMOVABLE BOTTOM COVER. PROVIDE 6" 0CONDUIT FROM BOX TO FLUSH WITH FINISHED FLOOR WITH BUSHING AT FLOOR LINE.

SYSTEM CABINET

SC1 AS REQUIRED PULL BOX MOUNTED FLUSH IN FINISHED WALL AT FLOOR LINE. PROVIDE BOX WITH REMOVABLEFRONT COVER WITH 4" 0 BUSHED OPENING AT BOTTOM OF COVER.

SYSTEM CABINET

SD 30A 3-PHASE (PLUS N,G) 30A, 600V HD FUSIBLE SERVICE DISCONNECT LOCATED AT EYE-LEVEL,WITHIN 10' OF SIEMENS SYSTEM CABINET (SC1) AND 30A RK5 FUSES. SEE POWER SCHEDULE.

UPS SERVICE DISCONNECT

SPD AS REQUIRED PULL BOX MOUNTED FLUSH WITH FINISHED WALL PROVIDED WITH 2" 0 OPENING IN FINISHEDCOVER. THE SURGE PROTECTIVE DEVICE MUST BE LOCATED WITHIN 3 FEET CABLE RUN FROMCIRCUIT BREAKER, AT HEIGHT DETERMINED BY CUSTOMER/CONTRACTOR.

SEE DETAIL S-101

SU AS REQUIRED PULL BOX MOUNTED ABOVE FINISHED CEILING. CONNECT 6 FOOT LONG FIXTURE WHIP, (EITHER1/2" OR 3/8" GREENFIELD) WITH 3 NUMBER 13 WIRE TO BOX FOR TERMINATION TO SIEMENSEQUIPMENT AT CEILING LINE.

MAVIG LAMP

T1 AS REQUIRED PULL BOX MOUNTED BELOW FINISHED FLOOR WITH REMOVABLE BOTTOM COVER. PROVIDE 4" 0CONDUIT FROM BOX TO FLUSH WITH FINISHED FLOOR WITH BUSHING AT FLOOR LINE.

TABLE

VD1 3 1/2" X 18" VERTICAL DUCT MOUNTED FLUSH IN FINISHED WALL. BEGIN DUCT AT FLOOR LINE AND EXTENDUP WALL ABOVE FINISHED CEILING. PROVIDE JUNCTION BOX (SIZED BY E.C.) AT TOP OF DUCTFOR CONDUIT TRANSITIONS. IF REQUIRED BY LOCAL CODE, DIVIDE DUCT INTO (3) SECTIONSWITH METAL DIVIDERS.

VERTICAL DUCT


VERTICAL DUCT


VERTICAL DUCT

VD4 10" X 3 1/2" ELECTRICAL DUCT MOUNTED FLUSH WITH FINISHED WALL IN SHOWN LOCATION PROVIDED WITHFINISHED, REMOVALBE COVERS. TO EXTEND FROM FLOOR LINE TO END ABOVE FINISHEDCEILING. DUCT TO BE DIVIDED INTO TWO SECTIONS WITH METAL DIVIDERS.

RACEWAY

VD5 10" X 3 1/2" ELECTRICAL DUCT MOUNTED FLUSH WITH FINISHED WALL IN SHOWN LOCATION PROVIDED WITHFINISHED, REMOVALBE COVERS. TO EXTEND FROM FLOOR LINE TO END ABOVE FINISHEDCEILING. DUCT TO BE DIVIDED INTO TWO SECTIONS WITH METAL DIVIDERS.

RACEWAY

XF1 750VA STEP-DOWN TRANSFORMER. SEE POWER SCHEDULE TRANSFORMER FOR TABLEOUTLET

XWP 2" 0 BUSHED OPENING IN HORIZONTAL DUCT "HD1" COVER IN SHOWN LOCATION. SYNGO X WORKPLACE LD INPUT

001A

400A

T16

00AF

1600

AT16

00AF

800A

T16

00AF

800A

T16

00AF

1000

AT16

00AF

600A

T16

00AF

1000

AT16

00AF

800A

T16

00AF

600A

T16

00AF

600A

T16

00AF

XXXA

T16

00AF

1600

AF

SPAC

E

1700

AT20

00AF

1700

AT20

00AF

TO AUTOSHED RELAYS

'ATS-1,2,3,4,5,6,7,8,9'

TO FIRE PUMPCONTROLLER

TO AUTOSHED RELAY

'ATS-1'

TO AUTOSHED RELAY

'ATS-4'

TO AUTOSHED RELAY

'ATS-3'

TO AUTOSHED RELAY

'ATS-5'

TO AUTOSHED RELAY

'ATS-7'

TO AUTOSHED RELAY

'ATS-6'

TO AUTOSHED RELAY

'ATS-9'

TO AUTOSHED RELAY

'ATS-2'

TO UNITSUBSTATION

CCA1

TO XFMR'T-1'

TO'X2B MP1'

TO'X2B MP2'

NOT TO SCALE

ELECTRICAL ONE LINE DIAGRAM - EMERGENCY

ALL CONDUIT SIZES SHOWN ON FEEDER SIZINGTABLE HAVE BEEN SIZED FOR EMT CONDUIT.ADJUST SIZE AS NECESSARY FOR OTHER RACEWAYTYPES. CONDUIT SIZE SHALL NOT EXCEED NECMANDATED FILL CAPACITIES.

TVSS

DESCRIPTION

ELECTRICAL ONE LINE DIAGRAM - EMERGENCY NOTES

KEY NOTE

TVSS

1 1

EPO EPO

PDC SPD

MP

2

3

2

EPOEPO

PU1

SC1

MP

2

3

2

UPS

5

4

4

MARK

1

2

FEEDER DESCRIPTION

FEEDER SCHEDULE

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

(4) #12 & (1) #12 GRND IN 3/4" CONDUIT

(4) #10 & (1) #10 GRND IN 3/4" CONDUIT

(4) #8 & (1) #10 GRND IN 3/4" CONDUIT

(4) #6 & (1) #10 GRND IN 1" CONDUIT

(4) #4 & (1) #8 GRND IN 1 1/4" CONDUIT

(4) #2 & (1) #6 GRND IN 1 1/4" CONDUIT

(4) #1 & (1) #6 GRND IN 1 1/2" CONDUIT

(4) 1/O & (1) #6 GRND IN 2" CONDUIT

(4) #10 & (1) #10 GRND IN 3/4" CONDUIT

(4) #8 & (1) #10 GRND IN 3/4" CONDUIT

(4) #8 & (1) #10 GRND IN 3/4" CONDUIT

(4) #8 & (1) #10 GRND IN 3/4" CONDUIT

(4) #4 & (1) #8 GRND IN 1 1/4" CONDUIT

(4) #3 & (1) #8 GRND IN 1 1/4" CONDUIT

(4) #3 & (1) #8 GRND IN 1 1/4" CONDUIT



MARK

1A

2A

3A

4A

5A

6A

7A

8A

9A

10A

11A

12A

13A

14A

15A

16A

17A

FEEDER DESCRIPTION

(3) #12 & (1) #12 GRND IN 3/4" CONDUIT

(3) #10 & (1) #10 GRND IN 3/4" CONDUIT

(3) #8 & (1) #10 GRND IN 3/4" CONDUIT

(3) #6 & (1) #10 GRND IN 3/4" CONDUIT

(3) #4 & (1) #8 GRND IN 1" CONDUIT

(3) #2 & (1) #6 GRND IN 1 1/4" CONDUIT

(3) #1 & (1) #6 GRND IN 1 1/4" CONDUIT

(3) 1/O & (1) #6 GRND IN 1 1/2" CONDUIT

(3) #10 & (1) #10 GRND IN 3/4" CONDUIT

(3) #8 & (1) #10 GRND IN 3/4" CONDUIT

(3) #8 & (1) #10 GRND IN 3/4" CONDUIT

(3) #8 & (1) #10 GRND IN 3/4" CONDUIT

(3) #4 & (1) #8 GRND IN 1" CONDUIT

(3) #3 & (1) #8 GRND IN 1 1/4" CONDUIT

(3) #3 & (1) #8 GRND IN 1 1/4" CONDUIT



MARK FEEDER DESCRIPTION

FEEDER SCHEDULE - CONTINUED

18

19

20

21

22

23

24

25

26

28

29

30

31

(4) 3/O & (1) #3 GRND IN EACH OF (2) 2" CONDUITS

27

32

33

34

(1) #8 GROUNDING ELECTRODE IN 3/4" CONDUIT

(4) 4/O & (1) #4 GRND IN 2 1/2" CONDUIT

(4) 250MCM & (1) #4 GRND IN 2 1/2" CONDUIT

(4) 350MCM & (1) #4 GRND IN 3" CONDUIT


(4) 4/O & (1) #2 GRND IN EACH OF (2) 2 1/2" CONDUITS

(4) 250MCM & (1) #2 GRND IN EACH OF (2) 2 1/2" CONDUITS

(4) 350MCM & (1) #1 GRND IN EACH OF (2) 3" CONDUITS

(4) 500MCM & (1) 1/O GRND IN EACH OF (2) 3" CONDUITS

(4) 300MCM & (1) 1/O GRND IN EACH OF (3) 2 1/2" CONDUITS







MARK

18A

19A

20A

21A

22A

23A

24A

25A

26A

28A

29A

30A

31A

27A

32A

33A

34A

FEEDER DESCRIPTION














(1) 1/0 GROUNDING ELECTRODE IN 1" CONDUIT



(4) 400MCM & (1) 250MCM GRND IN EACH OF (6) 3" CONDUITS




(3) 400MCM & (1) 250MCM GRND IN EACH OF (6) 2 1/2" CONDUITS




G1

G2

G3

G4

G5

G6

G7

G G

PROVIDE NEW CIRCUIT BREAKER IN THE EXISTING SPACE WITH AMPERAGE AND POLES INDICATED. NEW CIRCUIT BREAKER SHALLBE FULLY COMPATIBLE WITH EXISTING DISTRIBUTION PANEL, AND SHALL MAINTAIN THE INTERRUPT RATING AND UL LISTING OF THEPANELBOARD.

1

SPAR

E

SPAR

E

1 3 42

400/3

150/

3

150/

3

150/

3

80/3

125/

3

125/

3

5 6

GFPGFP

GFP GFP GFP GFP GFP GFP GFP GFP GFP GFP

13 3

NCNCNCNC

POWER

CABINETDISTRIBUTION

SURGE

DEVICEPROTECTIVE

125/3

110/

3

30/3

ROUTE (2) #14 AND (1) #14 GROUND IN 3/4" CONDUIT BETWEEN ALL EPO CONTACTS AND THE SHUNT TRIP MECHANISMS. CONNECTSHUNT TRIP MECHANISMS AND PUSH BUTTON(S) LOCATED ON PLANS SO THAT WHEN ANY PUSH BUTTON IS PRESSED, BREAKER ISTRIPPED TO OPEN POSITION. REFERENCE THE SIEMENS MEDICAL SOLUTIONS EQUIPMENT DRAWINGS FOR ADDITIONALINFORMATION REGARDING EPO SWITCH INSTALLATION REQUIREMENTS AND FUNCTIONALITY.

2

SHUNT TRIP TYPE CIRCUIT BREAKER, SIZED AS INDICATED. PROVIDE CONNECTIONS BETWEEN SHUNT TRIP MECHANISM AND PUSHBUTTON(S) LOCATED ON PLANS SO THAT WHEN PUSH BUTTON IS PRESSED, BREAKER IS TRIPPED TO OPEN POSITION. COORDINATEALL REQUIREMENTS WITH OWNER'S REPRESENTITIVES AND EQUIPMENT MANUFACTURER/INSTALLER.

3

14

124

NC NCNC NC

POLY

CABINETA1000

SYSTEMCABINET

125/3

100/

3

30/3

15/3

XF1

14

30AF30/3

4

3

PROVIDE GROUNDING FOR UPS TRANSFORMER CABINET AS REQUIRED PER MANUFACTURER'S REQUIREMENTS. ENSURE GROUNDIS IN ACCORDANCE WITH THE NEC AND SPECIFIED REQUIREMENTS.

4

FUSED DISCONNECT TO BE LOCATED WITHIN 10'-0" OF SYSTEM CABINET PER NEC.5

1A

EXISTING EMERGENCY SWITCHGEAR 'ESB1';480Y/277V, 3∅, 4W, 4000A, 65,000AIC. (LOWER LEVELEM ELEC RM C0005)

EXISTING DISTRIBUTION PANEL 'X21';480Y/277V, 3∅, 4W, 800A, 65,000AIC. (SECOND LEVELELEC RM C2020E)

AUTOMATICSYNC.

CONTROLLER

EXISTING 900KW, 480Y/277V, 3Ø, 4WDIESEL GENERATOR SET '6'.

EXISTING 900KW, 480Y/277V, 3Ø, 4WDIESEL GENERATOR SET '7'.

EXISTING AUTO SHED RELAY'ATS-8';

CT SCANNER MAINPANELBOARD 'CT'; 480Y/277V,3∅, 4W; 65,000AIC. (SECONDLEVEL EQUIPM RM C2053J)

AX IMAGING EQUIPMENT MAINPANELBOARD 'AX'; 125A 480Y/277V,3∅, 4W; 65,000AIC. (SECOND LEVEL

EQUIPM RM C2053F)

EATON 9355 15KVAUPS/BATT/INPUTXFMR CABINET

EATON 9355OUTPUTXFMR CABINET

001A

Key Plan

AREA

OF

WORK

#SHEET HISTORY:

?

? - #




816 474.8237 Fax 816 474.8233

Lincoln, Nebraska

Fairway, Kansas



Architecture


Plo

t Ti

me

Sta

mp

:

File

Lo

ca

tio

n/N

am

e:

ISSUED

BID SET / VOLUME II

10

/9/2

01

9 7

:40

:26

AM

C:\

(1)

Re

vit

Pro

jec

ts\

20

19

\M

U I

R-E

-19

_d

an

.wro

ble

wsk

i.rv

t

Electrical One Line

Diagram - Emergency

E3.01

TCEP No.: 624-149-17

Columbia, Missouri


Teaching Hospital



Expansion

September 18, 2019

MU No.: #CP180491

09/18/2019 CONTRACT DOCUMENTSA - 001 10/08/19 ADDENDUM #1

001A