ADDENDUM # 001 DATE: 11-26-18 Page 1 of 5 TO CONTRACT...

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1 ADDENDUM # 001 DATE: 11-26-18 Page 1 of 5 TO CONTRACT DOCUMENTS ENTITLED: PROJECT MANUAL FOR: University of Missouri Medical Science Building – Research Vivarium Upgrade & Maintenance PROJECT NUMBER: CP180641 ADVERTISEMENT DATE: November 12, 2018 PREPARED FOR: The Curators of the University of Missouri CONSULTANT: The Clark Enersen Partners 2020 Baltimore Avenue Suite 300 Kansas City, Missouri 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: ADVERTISEMENT FOR BIDS 1. CHANGE the time listed for the Prebid Meeting to be at 1:30pm. All other information related to the Prebid Meeting remains the same. 2. ADD the following: Parking on campus in other than spaces marked as “Visitor Parking” require pre-registration with the MU Parking & Transportation Office. Paper hangtag permits are no longer used on the MU Campus and an electronic license plate scanner is utilized to monitor and enforce permitted parking. Parking for the scheduled Prebid Meeting has been setup for bidders as an event registration with parking made available on the top level of the Tiger Avenue Parking Structure near the Medical Science Building. Please use the link provided below to pre-register your vehicle with MU Parking & Transportation that will take you through the necessary steps to register your license plate. License plate, make, style and color of the vehicle will be required. Click here to register SPECIFICATION CHANGES: 1. Section 04 43 13 – Anchored Stone Masonry Veneer a. Subject to compliance with all specified requirements and equivalent features, construction, and performance as specified manufacturer, the following are approved manufacturers:

Transcript of ADDENDUM # 001 DATE: 11-26-18 Page 1 of 5 TO CONTRACT...

Page 1: ADDENDUM # 001 DATE: 11-26-18 Page 1 of 5 TO CONTRACT ...operations-webapps.missouri.edu/pdc/adsite/projects...CONSULTANT: The Clark Enersen Partners 2020 Baltimore Avenue Suite 300

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ADDENDUM # 001

DATE: 11-26-18

Page 1 of 5

TO CONTRACT DOCUMENTS ENTITLED:

PROJECT MANUAL FOR:

University of Missouri Medical Science

Building – Research Vivarium Upgrade &

Maintenance

PROJECT NUMBER: CP180641

ADVERTISEMENT DATE: November 12, 2018

PREPARED FOR: The Curators of the University of Missouri

CONSULTANT: The Clark Enersen Partners

2020 Baltimore Avenue

Suite 300

Kansas City, Missouri 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:

ADVERTISEMENT FOR BIDS

1. CHANGE the time listed for the Prebid Meeting to be at 1:30pm. All other information related to

the Prebid Meeting remains the same.

2. ADD the following: Parking on campus in other than spaces marked as “Visitor Parking” require

pre-registration with the MU Parking & Transportation Office. Paper hangtag permits are no longer

used on the MU Campus and an electronic license plate scanner is utilized to monitor and enforce

permitted parking. Parking for the scheduled Prebid Meeting has been setup for bidders as an

event registration with parking made available on the top level of the Tiger Avenue Parking

Structure near the Medical Science Building. Please use the link provided below to pre-register

your vehicle with MU Parking & Transportation that will take you through the necessary steps to

register your license plate. License plate, make, style and color of the vehicle will be required.

Click here to register

SPECIFICATION CHANGES:

1. Section 04 43 13 – Anchored Stone Masonry Veneer

a. Subject to compliance with all specified requirements and equivalent features, construction,

and performance as specified manufacturer, the following are approved manufacturers:

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a. EaCo Chem; NMD 80 Masonry Cleaner b. York 304; self adhering stainless steel flashing can be used but does not replace the

4mm stainless steel flshing requirement

2. Section 07 27 26 – Fluid Applied Membrane Air Barrier

a. Subject to compliance with all specified requirements and equivalent features, construction,

and performance as specified manufacturer, the following are approved manufacturers:

c. Carlisle Coating & Waterproofing; Barritech VP

3. Section 07 92 19 – Acoustical Joint Sealant

a. Subject to compliance with all specified requirements and equivalent features, construction,

and performance as specified manufacturer, the following are approved manufacturers:

b. Pecora AIS 919

4. Section 08 71 00 – Door hardware

a. Subject to compliance with all specified requirements and equivalent features, construction,

and performance as specified manufacturer, the following are approved manufacturers:

c. Closers – Stanley D4550 Closers

5. Section 09 30 00 – Tiling

a. Under subparagraph 2.5.A – Add

1) Top of Ceramic tile @ painted surface (when tile is not full height): Model

Schiene E 45: Size shall be verified by installer and consistent with tile

thickness.

2) Bottom of Ceramic tile @ epoxy cove base: Model Schiene E 45: Size shall be

verified by installer and consistent with tile thickness

6. Section 10 21 19 – Plastic Toilet Compartments

a. Subject to compliance with all specified requirements and equivalent features, construction,

and performance as specified manufacturer, the following are approved manufacturers:

b. Scranton Products

7. Section 10 51 13 – Metal Laboratory Casework

a. Subject to compliance with all specified requirements and equivalent features, construction,

and performance as specified manufacturer, the following are approved manufacturers:

b. Scranton Products

8. Section 12 35 53 – Metal Laboratory Casework

a. Subject to compliance with all specified requirements and equivalent features, construction,

and performance as specified manufacturer, the following are approved manufacturers:

b. Air Master Systems

9. Section 12 35 60 – Laboratory Furniture System

b. Subject to compliance with all specified requirements and equivalent features, construction,

and performance as specified manufacturer, the following are approved manufacturers:

b. Air Master Systems

10. Section 23 09 00 – Digital Control Equipment

a. Under subparagraph 2.1.C.2, Heading should read “Hydronic Chilled Water and Pipe

kits” and subsection a. should read “At minimum, chilled water and pipe kit control

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valves shall be pressure independent...” The intent is that heating water AHU control

valves shall not be pressure independent. See piping schematics for additional

information.

11. Section 26 29 23 – Variable-Frequency Motor Controllers

a. Under subparagraph 2.1.A Toshiba Q9 or AS3 are acceptable model numbers.

DRAWING CHANGES:

1. Sheet C2.10 – Demolition Plan

2. Sheet C2.10 – Demolition Plan

a. REVISE limits of alley curb removal to account for a 4’-0” transition zone on both sides

3. Sheet C3.01 – Dimension Plan

a. REVISE legend to exclude new curb and gutter.

b. REVISE legend to reference Structural for the new generator pad.

c. REVISE legend to reference 6/C4.01 for sidewalk with turndown edge.

d. REVISE transition alley curb callouts to specify a 4 foot transition zone.

e. DELETE the segmental retaining wall to the south of the new generator pad.

f. REVISE generator pad callout to reference Structural.

g. DELETE new curb and gutter and associated callout.

h. ADD sidewalk with turndown edge in the area where new curb and gutter was

DELETED.

i. REVISE sidewalk callout to refence sidewalk with turndown edge.

4. Sheet C4.10 – Site Details

a. DELETE detail number 2 referencing new curb and gutter.

b. ADD detail number 6 for new sidewalk with turndown edge.

5. Sheet A6.10 – Enlarged Restroom Plans, Elevations, Schedule and Details

c. Text added to details 22, 23, 24 and 25/A6.10. Text to read “ALL WALLS WITHIN SHOWER

ENLOSURE TO BE FIBERGLASS REINFORCED EPOXY SYSTEM FROM CEILING DOWN TO INTERGRAL

EPOXY COVE BASE”

6. Sheet F1.10 – Room Finish General Notes

d. Revise Note 4 to read as: NOT USED

7. Sheet F1.30 – Room Finishes Schedule & Details

a. Room Finish General Notes

a. Revise Note 4 to read as: NOT USED

b. Add Room Finish Schedule Remark #3 to ROOM FINISH SCHEDULE room M124

c. Add room M158 – Corridor to ROOM FINISH SCHEDULE

8. Sheet M1.02 – HVAC Plan – Area B

a. Noted to make all dampers serving washers and canopy hoods motorized and stainless

steel construction.

9. Sheet M1.03 – HVAC Plan – Area C

a. Added exhaust air to Autoclave control room and made the room negative.

b. Added transfer grille and duct into control room from Clean Cage wash room.

c. Reduced supply airflow in control room and increased supply airflow in adjacent

corridor.

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d. Reduced canopy hood exhaust to 600 CFM for each hood for autoclaves.

e. Showed fan coil units in existing electrical rooms.

10. Sheet M1.06 – HVAC Piping Plan – Area C

a. Added manual balance valve

b. Added FCU’s serving existing Electrical rooms.

11. Sheet M2.05 – First Floor Plumbing Plan – Area B

a. Added piping from Storage A153A to cage and rack washers for soap tubing distribution

12. Sheet M3.01 – Upper Level Mechanical Plan

a. Updated exhaust fan numbering to match schedule.

b. Updated VAV box airflows for new Autoclave control room pressurization.

13. Sheet M4.01 – Air Pressurization Plan

a. Updated pressurization airflows for autoclave control room.

14. Sheet M6.02 & M6.03 – Mechanical Controls

a. Updated exhaust fan callouts for new numbering.

15. Sheet M6.04 – Mechanical Details (sheet not attached)

a. See detail 15. Biosafety cabinet fan (EF-61) shall be noted as coated steel, not

fiberglass.

16. Sheet M7.01 – Mechanical Schedules

a. Updated weights and max dimensions of AHU’s and HRH.

17. Sheet M7.02 – Mechanical Schedules

a. Updated exhaust fan numbering on Exhaust Fan Schedule.

18. Sheet M7.03 – Mechanical Schedules

a. Updated CFM values to match changes to Autoclave control room pressurization.

b. Added Fan Coil Unit schedule for units that serve existing electrical rooms.

QUESTIONS:

1. Question 1 - The Room Finish Schedule of F1.30 Predominately has the floor finish of EXP-1. Does this

Exp-1 refer to the epoxy systems reference in Section 09 67 25 Reinforced & Non-Reinforced Epoxy

Wall Systems or the epoxy’s noted in Section 09 96 00 High Performance Coatings 09 96 00, 3.7, H.,

EPX-1 (Alternate).

a. EXP-1 on finish schedule for floor and base is to reference 09 67 23 - TROWELED QUARTZ

EPOXY RESINOUS FLOORING. Current finish legend references Troweled Epoxy. Addendum

002 will provide additional information.

2. Question 2 The Room Finish Schedule of F1.30 Predominately has the wall finish of PTE-1. Does this

PTE-1 refer to the epoxy systems reference in Section 09 67 25 Reinforced & Non-Reinforced Epoxy

Wall Systems or the epoxy’s noted in Section 09 96 00 High Performance Coatings 09 96 00, 3.7, G.?

a. The PTE-1 is intended to reference section 09 67 25 Reinforced & Non-Reinforced Epoxy Wall

Systems. Refer to interior lab elevations for extent of fiberglass reinforced epoxy wall system.

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Standard Epoxy wall system to be applied at all locations where PTE-1 is shown on finish

schedule unless interior elevation states Fiberglass reinforced wainscot. Addendum 002 will

provide additional information.

3. Question 3 - Is it going to be required that we paint the new HVAC and misc. piping in Mechanical

Room A201 & M155 (reference M0.13, M3.01, FP1.01)?

a. Answer – ductwork, piping and sprinklers in A201 and M155 do not need to be painted.

b. Ceiling of A2.01 to be sprayed with cementitious fireproofing

4. Question 4 - Where might one find a good view of scheduled Room M124? Or could the length of the

corridor be defined? Partially viewed in lower Right-hand corner of G0.12?

a. Answer - Elevations of M124 to be provided in Addendum 002. Refer to A1.11 for overall

dimensions of plan and F1.10 for floor finish information.

5. Question 5 - Where can I see a detail of, or get a description of the “Closets” on each side of Rooms

A116 & A120?

a. Answer - Closets on sides of A116 & A120 to have the same floor, wall and ceiling finishes as

A116 & A120.

6. Question 6 - What is the intended wall finish for Alternate No. 3 Corridor M158?

a. Answer - Elevations of M158 to be provided in Addendum 002. M158 added to finish schedule

in addendum 001.

7. Question 7 - Rm A125 locker shower- Detail 10 shows no CT1 in shower but on F1-10 It is

marked on plans that all walls get CT1. Which is correct?

a. Answer - Ct-1 to be installed in locker areas, fiberglass reinforced epoxy system to be applied

in shower stall areas. A6.10 to be updated in addendum 001.

8. On A6-10 Detail 5- Mens locker west shows the shower wall gets ct1. Is this correct? Or

are the showers a prefab unit?

a. Answer - Showers to be epoxy reinforced wall system – info added in addendum 001. The

walls in the locker room as noted in detail 5/A6.10 are to receive tile up to the levels

shown.

9. General Note 4- Mop sink tile ,are we to use the CT1? No elevations or layout found per

the note. What room is the mop sink in? A150? and is there only one? Do we go from

inside corner to edge of the sink?

a. Answer - Only 1 mop sink in rm A150. Gen note 4 to be removed in addendum

001.

10. On all the ceramic wall details there is no schluter shown for the top of the wainscott walls

. Do you want a schluter Jolly on the top like on the outcorners?

a. Answer - Yes, additional items added to tile spec in addendum 001.

Attachments: C2.01.C3.01, C4.01, A6.10, F1.10. F1.30, M1.02, M1.03, M1.06, M2.05.

M3.01, M4.01, M6.02, M6.03, M7.01, M7.02, M7.03

END OF ADDENDUM # 001

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EXISTING SIDEWALK TO BEREMOVED AND REPLACED

EXISTING CURB AND GUTTERTO BE REMOVED

CONTRACTOR TO PROTECT EXISTING GRAVELDURING CONSTRUCTION PHASE. AT THE ENDOF CONSTRUCTION, REMOVE EXISTING GRAVELAND INSTALL NEW GRAVEL PER SHEET C3.01.

SAW CUT(TYP.)

SAW CUT(TYP.)

PORTION OF EXISTINGWALL TO BE REMOVED

EXISTING LANDSCAPINGTO BE REMOVED

EXISTING ACID WASTE TANKS TO BE REMOVED.NO REMEDIATION REQUIRED. TIE ACID WASTE LINEINTO SANITARY.

EXISTING FENCE TO BEREMOVED AND REPLACED

EXISTING SCREEN WALLTO BE REMOVED

EXISTING CONCRETE PAVEMENTTO BE REMOVED AND REPLACED

EXISTING CONCRETE PAVEMENTTO BE REMOVED AND REPLACED

SAW CUT(TYP.)

EXISTING LANDSCAPINGTO BE REMOVED

PORTION OF EXISTING ALLEY CURBTO BE REMOVED AND REPLACED NOTE:

CONTRACTOR TO COORDINATE WITH OWNERFOR THE REMOVAL OF CONCRETE PAVEMENTOUTSIDE OF THE EXISTING STAIR TOWER.

NOTE:DISTURBED AREAS IN RAISED PLANTERTO BE LEFT 18" BELOW EXISTING GRADE.

EXISTING LANDSCAPINGTO BE REMOVED

NOTE:DISTURBED AREA NORTH OF DEMARCATIONLINE TO BE LEFT 6" BELOW EXISTING GRADE.

EXISTING GRAVEL TO REMAIN

DEMARCATION LINE. MAINTENANCE SOUTHOF THIS LINE IS HOSPITAL RESPONSIBILITY.

001A

LEGEND

EXISTING GRAVEL TO BE REMOVED

EXISTING WALLS TO BE REMOVED

EXISTING SANITARY SEWER LINE TO BE REMOVED

EXISTING LANDSCAPING TO BE

REMOVED

EXISTING SIDEWALK TO BE REMOVED

EXISTING CURBS TO BE REMOVED

SAW CUT

/ / / / / / / / / / / / / / /EXISTING FENCE TO BE REMOVED

EXISTING CONCRETE PAVEMENT TO BE REMOVED

Kansas City, Missouri1251 NW Briarcliff Parkway, Suite 400Kansas City, MO 64116-1776816 474.8237 Fax 816 474.8233

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University of MissouriMedical ScienceBuilding - ResearchVivarium Upgrade &Maintenance

CONTRACT DOCUMENTS

MU Project # CP180641

NOVEMBER 7, 2018

# SHEET HISTORY:?

? - #ISSUED 11/07/2018 CONTRACT DOCUMENTSA - 001 11/21/2018 ADDENDUM 001

C2.01PlanDemolition

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CP7
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CP9
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CP11
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FLOOR=743.39
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2" TREE
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JUNCTION BOX 0116 TOP=744.84 FL IN(NE)=738.09 FL IN(NW)=736.14 FL IN(SW)=738.14 FL OUT=736.04
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SIGN
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SIGN
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6" MAPLE
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4" TREE
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BOLLARD
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ELECTRIC METER
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FLOOR=743.40
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CLEANOUT TOP=743.31 FL=741.8
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JUNCTION BOX 0117 TOP=743.94 FL IN(N)=741.19 FL IN(SE)=741.34 FL OUT=741.14
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CLEANOUT TOP=744.52
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JUNCTION BOX 0782 TOP=744.49 FL IN=734.29 FL OUT=734.19
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JUNCTION BOX 0783 TOP=742.86 FL IN(N)=733.86 FL IN(E)=733.86 FL OUT=733.75
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CP13
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BOLLARD
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MANHOLE TOP=743.23 FL IN=727.38 FL OUT=727.28
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CLEANOUT TOP=743.34
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INLET 0784 TOP=742.42 FL IN=733.92 FL OUT=733.82
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CLEANOUT TOP=743.04
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BOLLARD'S
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JUNCTION BOX 0149 TOP=741.92 FL IN(E)=734.47 FL IN(N)=734.37 FL OUT=734.22
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MANHOLE 093 TOP=741.72 FL IN(E)=733.27 DROPS T0=728.22 FL IN(N)=736.62 DROPS TO=728.27 FL OUT=727.97
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CLEANOUTS TOP=742.25
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MANHOLE TOP=740.68 FL IN(E)=734.84 FL IN(N)=736.98 FL OUT=734.68
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INLET TOP=741.06 GUTTER=740.60 FL OUT=737.30
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FLOOR=741.02
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MANHOLE TOP=742.48 FL IN(W)=734.68 FL IN(N)=734.70 FL IN(E)=734.78 FL OUT=734.48
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CLEANOUT TOP=743.61
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FLOOR=743.41
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MANHOLE TOP=740.65 FL IN(N)=736.95 FL IN(E)=735.95 FL OUT=735.85
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INLET TOP=740.96 GUTTER=740.42 FL=737.52
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CLEANOUTS TOP=743.91 FL=735.0
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CLEANOUT TOP=743.98
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CLEANOUT TOP=744.16 FL=735.4
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TREES
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TRENCH DRAIN TOP=743.24 FL=741.7
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FUEL
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AW
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AW
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6"
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8"
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FUEL
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2"
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6" PVC
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12" VCP
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15" PVC
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15" VCP
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6" VCP
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18" RCP
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ABANDONED 18" RCP
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LEACHING TANKS TOP=743.37 FL IN=737.7 FL OUT=737.9 FLOOR=734.8
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ACID WASTE
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ABANDONED
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INLET TOP=742.57 FL IN(E)=738.82 FL IN(N)=739.67 FL OUT=738.87
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INLET TOP=742.84 FL IN=738.74 FL OUT=738.64
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12" RCP
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8" PVC
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24" HDPE
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24" HDPE
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PAVEMENT UNDERDRAINS NOT SHOWN
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MEDICAL SCIENCE ADDITION 4 STORY BRICK
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MEDICAL SCIENCE BUILDING 1 STORY BRICK
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MEDICAL SCIENCE BUILDING 1 STORY BRICK W/ BASEMENT
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PATIENT CENTERED CARE LEARNING CENTER
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INLET TOP=742.44 FL=739.69
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CLINICAL SUPPORT & EDUCATION 7 STORY BRICK
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FIBER OPTIC CABLE UMC PROCESS CONTROL NETWORK ALONG CHILLED WATER LINES
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GRAVEL
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BRICK WALL
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CONCRETE PAD W/ CONDUIT
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7 STORY BRICK
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CONCRETE SCREEN WALL TOP OF WALL ELEV.= 754.35
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12" RCP
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12" RCP
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GRAVEL
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CONCRETE CURB
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GRAVEL
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8" VCP
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CONCRETE
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1 STORY BRICK
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S
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S
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S
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S
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SS
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SS
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SS
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SS
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UE
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SS
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SS
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HVE
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W
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W
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W
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CW
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CW
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HVE
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SS
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HVE
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SS
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SS
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SS
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SS
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HVE
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SS
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UE
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UE
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UE
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UE
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UFO
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W
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SS
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SS
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UE
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S
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742
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741
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UE
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SS
AutoCAD SHX Text
SS
AutoCAD SHX Text
743
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SS
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744
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UE
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S
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CLEANOUT TOP=746.52 FL=737.5
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CLEANOUT TOP=746.78 FL=738.3
AutoCAD SHX Text
CLEANOUT TOP=746.40 FL=737.6
AutoCAD SHX Text
FLOOR=738.99
AutoCAD SHX Text
CLEANOUT TOP=746.69 FL=738.0
AutoCAD SHX Text
CLEANOUT TOP=746.30
AutoCAD SHX Text
BOLLARD (TYP.)
AutoCAD SHX Text
CLEANOUT TOP=746.42
AutoCAD SHX Text
CLEANOUT TOP=746.40
AutoCAD SHX Text
CP1598
AutoCAD SHX Text
INLET TOP=746.16 FL IN=740.31 FL OUT=736.79
AutoCAD SHX Text
18" RCP
AutoCAD SHX Text
6"
AutoCAD SHX Text
8" CI
AutoCAD SHX Text
CONCRETE SIDEWALK
AutoCAD SHX Text
COOLING TOWER (DETAILS NOT SHOWN)
AutoCAD SHX Text
PVC
AutoCAD SHX Text
BRICK SCREEN WALL
AutoCAD SHX Text
8" DI
AutoCAD SHX Text
6" DI
AutoCAD SHX Text
BIKE RACK
AutoCAD SHX Text
CRANE
AutoCAD SHX Text
RAMP
AutoCAD SHX Text
BRICK SCREEN WALL
AutoCAD SHX Text
METAL PLATFORM
AutoCAD SHX Text
METAL STEPS
AutoCAD SHX Text
CONCRETE WALL
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X
AutoCAD SHX Text
SS
AutoCAD SHX Text
HVE
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746
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SS
AutoCAD SHX Text
SS
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746
AutoCAD SHX Text
746
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N
AutoCAD SHX Text
0
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SCALE IN FEET
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10
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5
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Page 7: ADDENDUM # 001 DATE: 11-26-18 Page 1 of 5 TO CONTRACT ...operations-webapps.missouri.edu/pdc/adsite/projects...CONSULTANT: The Clark Enersen Partners 2020 Baltimore Avenue Suite 300

NEW CONCRETE SIDEWALKWITH TURNDOWN EDGERE: 4/C4.01 AND 6/C4.01

NEW CONCRETEGENERATOR PADRE: STRUCTURAL

NEW RETAINING WALLRE: 3/C4.01

NEW CONCRETE PAVEMENTRE: 1/C4.01

EXPANSION JOINT(TYP.)

EXPANSION JOINT(TYP.)

EXPANSION JOINT(TYP.)

NEW 6' DECORATIVE FENCEWITH 4' GATE INSTALLED

NEW 8" THICK CONCRETEPAVEMENTRE: 1/C4.01

NEW 4' WIDECONCRETE SIDEWALK

INSTALL NEW GRAVEL SIMILAR TO EXISTING.BOTTOM OF GRAVEL TO BE LINED WITHGEOTEXTILE FABRIC.RE: 5/C4.01

NEW 8" THICK CONCRETE PAVEMENTRE: 1/C4.01

NEW 12" FLUSH ALLEY CURB

PROVIDE 2" PVC SLEEVE UNDER NEWSIDEWALK FOR IRRIGATION SYSTEM.RESTORE IRRIGATION SYSTEM IFDAMAGED/AFFECTED DURINGCONSTRUCTION.

CONTRACTOR TO RESTORE IRRIGATIONSYSTEM THAT MAY BE DAMAGED/AFFECTEDDURING CONSTRUCTION. (TYP.)

NEW 8' WIDE VIVARIUMDOOR

INSTALL 4" WIDE GREEN STEEL EDGINGWITH STAKES AT DEMARCATION LINE

EXISTING FUEL LINE TO BE LOCATED ANDPROTECTED DURING THE INSTALLATIONOF NEW CONCRETE GENERATOR PAD.RELOCATE IF NECESSARY.

SEE GRADING PLAN ATNORTHEAST DOOR.DETAIL 1 THIS SHEET.

INSTALL 15 LF 8" PVC PIPEPER SPECIFICATIONS

RE-STRIPE NEW CONCRETEPAVEMENT PER SPECIFICATIONS.

SEE GENERATOR PAD ELEVATIONS.DETAIL 2 THIS SHEET.

4' TRANSITION ZONE TOMATCH EXISTING ALLEYCURB HEIGHT

4' TRANSITION ZONE TOMATCH EXISTING ALLEYCURB HEIGHT

MATCH EXISTINGJOINT PATTERN

001A

001A

001A

001A

001A

001A

NEW PORTLAND CEMENT CONCRETE PAVEMENT

RE 1/C4.01

NEW RETAINING WALL

RE: 3/C4.01

LEGEND:

NEW CONCRETE PAD

RE: STRUCTURAL

NEW CONCRETE SIDEWALK

RE: 4/C4.01 AND 6/C4.01

NEW GRAVEL

RE: 5/C4.01

NEW 6' DECORATIVE FENCE

001A

742.88±

M.E.

742.78

±

M.E.

743.06±

M.E. 74

3.24±

M.E

.

743.26±

M.E.

742.96±

M.E.

743.37

743.37

743.37

743.37

743.

37743.18

743.0

9

743.26

743.28

TW 745.50

TS 744.20

743.90±M.E. 744.00±

M.E.

TS 744.20

TS 744.20TS 744.20

742.40±M.E. 742.95±M.E.

Kansas City, Missouri1251 NW Briarcliff Parkway, Suite 400Kansas City, MO 64116-1776816 474.8237 Fax 816 474.8233

Plot

Tim

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File

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www.scienceandresearchdesign.com

Science & Research Design Group

ACB

Key Plan

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TCEP No.: 624-151-18

University of MissouriMedical ScienceBuilding - ResearchVivarium Upgrade &Maintenance

CONTRACT DOCUMENTS

MU Project # CP180641

NOVEMBER 7, 2018

# SHEET HISTORY:?

? - #ISSUED 11/07/2018 CONTRACT DOCUMENTSA - 001 11/21/2018 ADDENDUM 001

C3.01PlanDimension

1" = 5'

GRADING PLAN AT NORTHEAST DOOR

1

1" = 5'

GENERATOR PAD ELEVATIONS

2

001A

AutoCAD SHX Text
CP7
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CP9
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CP11
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FLOOR=743.39
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FLOOR=743.39
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2" TREE
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BOLLARD'S
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LS
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2"
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2"
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2"
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2"
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2"
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2"
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JUNCTION BOX 0116 TOP=744.84 FL IN(NE)=738.09 FL IN(NW)=736.14 FL IN(SW)=738.14 FL OUT=736.04
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SIGN
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SIGN
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6" MAPLE
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4" TREE
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SIGN
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BOLLARD
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ELECTRIC METER
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FLOOR=743.40
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CLEANOUT TOP=743.31 FL=741.8
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JUNCTION BOX 0117 TOP=743.94 FL IN(N)=741.19 FL IN(SE)=741.34 FL OUT=741.14
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CLEANOUT TOP=744.52
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JUNCTION BOX 0782 TOP=744.49 FL IN=734.29 FL OUT=734.19
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2"
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2"
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2"
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JUNCTION BOX 0783 TOP=742.86 FL IN(N)=733.86 FL IN(E)=733.86 FL OUT=733.75
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CP13
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BOLLARD
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BOLLARD
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BOLLARD
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MANHOLE TOP=743.23 FL IN=727.38 FL OUT=727.28
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CLEANOUT TOP=743.34
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INLET 0784 TOP=742.42 FL IN=733.92 FL OUT=733.82
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CLEANOUT TOP=743.04
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BOLLARD'S
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JUNCTION BOX 0149 TOP=741.92 FL IN(E)=734.47 FL IN(N)=734.37 FL OUT=734.22
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MANHOLE 093 TOP=741.72 FL IN(E)=733.27 DROPS T0=728.22 FL IN(N)=736.62 DROPS TO=728.27 FL OUT=727.97
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CLEANOUTS TOP=742.25
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MANHOLE TOP=740.68 FL IN(E)=734.84 FL IN(N)=736.98 FL OUT=734.68
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INLET TOP=741.06 GUTTER=740.60 FL OUT=737.30
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FLOOR=741.02
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MANHOLE TOP=742.48 FL IN(W)=734.68 FL IN(N)=734.70 FL IN(E)=734.78 FL OUT=734.48
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CLEANOUT TOP=743.61
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FLOOR=743.41
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MANHOLE TOP=740.65 FL IN(N)=736.95 FL IN(E)=735.95 FL OUT=735.85
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INLET TOP=740.96 GUTTER=740.42 FL=737.52
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CLEANOUTS TOP=743.91 FL=735.0
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CLEANOUT TOP=743.98
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CLEANOUT TOP=744.16 FL=735.4
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TREES
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TRENCH DRAIN TOP=743.24 FL=741.7
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FUEL
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AW
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AW
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6"
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8"
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FUEL
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2"
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2"
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6" PVC
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12" VCP
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15" PVC
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15" VCP
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6" VCP
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18" RCP
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ABANDONED 18" RCP
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18" RCP
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24" RCP
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24" RCP
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30" RCP
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12" VCP
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12" VCP
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12" RCP
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12" RCP
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18" RCP
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8" VCP
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12" VCP
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15" RCP
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LEACHING TANKS TOP=743.37 FL IN=737.7 FL OUT=737.9 FLOOR=734.8
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ACID WASTE
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ACID WASTE
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12"
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15" VCP
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10"
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ABANDONED
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ABANDONED
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TREES
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TREES
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INLET TOP=742.57 FL IN(E)=738.82 FL IN(N)=739.67 FL OUT=738.87
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INLET TOP=742.84 FL IN=738.74 FL OUT=738.64
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12" RCP
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8" PVC
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24" HDPE
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24" HDPE
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PAVEMENT UNDERDRAINS NOT SHOWN
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MEDICAL SCIENCE ADDITION 4 STORY BRICK
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MEDICAL SCIENCE BUILDING 1 STORY BRICK
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MEDICAL SCIENCE BUILDING 1 STORY BRICK W/ BASEMENT
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PATIENT CENTERED CARE LEARNING CENTER
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18"
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18"
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6"
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6"
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8"
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4"
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INLET TOP=742.44 FL=739.69
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CLINICAL SUPPORT & EDUCATION 7 STORY BRICK
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FIBER OPTIC CABLE UMC PROCESS CONTROL NETWORK ALONG CHILLED WATER LINES
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CONCRETE DUMPSTER ENCLOSURE
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FIRE DEPARTMENT CONNECTION
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CONCRETE
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CONCRETE
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CONCRETE SIDEWALK
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CONCRETE CURB
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TRANSFORMER GENERATOR & FUEL TANK ON CONCRETE
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GRAVEL
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ELECTRIC PULLBOX
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ELECTRIC TRANSFORMER ON CONCRETE
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CONCRETE SUPPORT
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CONCRETE
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DOOR SWITCH
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ELECTRIC TRANSFORMER ON CONCRETE
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DOOR WELL
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RAMP
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GAS STORAGE
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CONCRETE CURB
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CONCRETE
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CONCRETE SIDEWALK
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ELECTRIC SWITCHGEAR ON CONCRETE
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RAMP
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CONCRETE CURB
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BIO WASTE
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FIRE DEPARTMENT CONNECTION
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FORMER WINDOWS
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CONCRETE WALL
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RAMP W/ HANDRAILS
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CONCRETE CURB
AutoCAD SHX Text
BOLLARD SLEEVES
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CONCRETE STEPS
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TBM
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VENT WELL
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TBM
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HANDRAIL
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BRICK WALL
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CONCRETE PAD W/ CONDUIT
AutoCAD SHX Text
7 STORY BRICK
AutoCAD SHX Text
CONCRETE SCREEN WALL TOP OF WALL ELEV.= 754.35
AutoCAD SHX Text
12" RCP
AutoCAD SHX Text
12" RCP
AutoCAD SHX Text
GRAVEL
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CONCRETE CURB
AutoCAD SHX Text
GRAVEL
AutoCAD SHX Text
8" VCP
AutoCAD SHX Text
FUEL
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FUEL
AutoCAD SHX Text
2"
AutoCAD SHX Text
2"
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
CONCRETE SUPPORT
AutoCAD SHX Text
1 STORY BRICK
AutoCAD SHX Text
8"
AutoCAD SHX Text
6"
AutoCAD SHX Text
10"
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HVE
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HVE
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HVE
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743
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744
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744
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745
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743
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741
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741
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742
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745
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745
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744
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744
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CW
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CW
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
S
AutoCAD SHX Text
S
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SS
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SS
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HVE
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W
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SS
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SS
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SS
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SS
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SS
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SS
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SS
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SS
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SS
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SS
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S
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S
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S
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S
AutoCAD SHX Text
SS
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SS
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SS
AutoCAD SHX Text
SS
AutoCAD SHX Text
UE
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SS
AutoCAD SHX Text
SS
AutoCAD SHX Text
HVE
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W
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
CW
AutoCAD SHX Text
CW
AutoCAD SHX Text
HVE
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SS
AutoCAD SHX Text
HVE
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SS
AutoCAD SHX Text
SS
AutoCAD SHX Text
SS
AutoCAD SHX Text
SS
AutoCAD SHX Text
HVE
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SS
AutoCAD SHX Text
UE
AutoCAD SHX Text
UE
AutoCAD SHX Text
UE
AutoCAD SHX Text
UE
AutoCAD SHX Text
UFO
AutoCAD SHX Text
W
AutoCAD SHX Text
SS
AutoCAD SHX Text
SS
AutoCAD SHX Text
UE
AutoCAD SHX Text
S
AutoCAD SHX Text
742
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741
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UE
AutoCAD SHX Text
SS
AutoCAD SHX Text
SS
AutoCAD SHX Text
743
AutoCAD SHX Text
SS
AutoCAD SHX Text
744
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UE
AutoCAD SHX Text
S
AutoCAD SHX Text
CLEANOUT TOP=746.52 FL=737.5
AutoCAD SHX Text
CLEANOUT TOP=746.78 FL=738.3
AutoCAD SHX Text
CLEANOUT TOP=746.40 FL=737.6
AutoCAD SHX Text
FLOOR=738.99
AutoCAD SHX Text
CLEANOUT TOP=746.69 FL=738.0
AutoCAD SHX Text
CLEANOUT TOP=746.30
AutoCAD SHX Text
BOLLARD (TYP.)
AutoCAD SHX Text
CLEANOUT TOP=746.42
AutoCAD SHX Text
CLEANOUT TOP=746.40
AutoCAD SHX Text
CP1598
AutoCAD SHX Text
INLET TOP=746.16 FL IN=740.31 FL OUT=736.79
AutoCAD SHX Text
18" RCP
AutoCAD SHX Text
6"
AutoCAD SHX Text
8" CI
AutoCAD SHX Text
CONCRETE SIDEWALK
AutoCAD SHX Text
COOLING TOWER (DETAILS NOT SHOWN)
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PVC
AutoCAD SHX Text
BRICK SCREEN WALL
AutoCAD SHX Text
8" DI
AutoCAD SHX Text
6" DI
AutoCAD SHX Text
BIKE RACK
AutoCAD SHX Text
CRANE
AutoCAD SHX Text
RAMP
AutoCAD SHX Text
BRICK SCREEN WALL
AutoCAD SHX Text
METAL PLATFORM
AutoCAD SHX Text
METAL STEPS
AutoCAD SHX Text
CONCRETE WALL
AutoCAD SHX Text
X
AutoCAD SHX Text
SS
AutoCAD SHX Text
HVE
AutoCAD SHX Text
746
AutoCAD SHX Text
SS
AutoCAD SHX Text
SS
AutoCAD SHX Text
746
AutoCAD SHX Text
746
AutoCAD SHX Text
CP11
AutoCAD SHX Text
742.99
AutoCAD SHX Text
743.22
AutoCAD SHX Text
743.32
AutoCAD SHX Text
FLOOR=743.39
AutoCAD SHX Text
FLOOR=743.39
AutoCAD SHX Text
743.38
AutoCAD SHX Text
743.27
AutoCAD SHX Text
743.27
AutoCAD SHX Text
743.35
AutoCAD SHX Text
743.39
AutoCAD SHX Text
743.24
AutoCAD SHX Text
743.26
AutoCAD SHX Text
743.06
AutoCAD SHX Text
743.15
AutoCAD SHX Text
742.96
AutoCAD SHX Text
742.88
AutoCAD SHX Text
743.26
AutoCAD SHX Text
742.69
AutoCAD SHX Text
742.56
AutoCAD SHX Text
742.56
AutoCAD SHX Text
742.58
AutoCAD SHX Text
742.76
AutoCAD SHX Text
742.76
AutoCAD SHX Text
742.82
AutoCAD SHX Text
742.78
AutoCAD SHX Text
742.96
AutoCAD SHX Text
743.08
AutoCAD SHX Text
TW=745.52
AutoCAD SHX Text
745.74
AutoCAD SHX Text
TW=745.50
AutoCAD SHX Text
745.86
AutoCAD SHX Text
TW=745.52
AutoCAD SHX Text
TW=745.50
AutoCAD SHX Text
2"
AutoCAD SHX Text
2"
AutoCAD SHX Text
2"
AutoCAD SHX Text
2"
AutoCAD SHX Text
FLOOR=743.41
AutoCAD SHX Text
TREES
AutoCAD SHX Text
INLET TOP=742.57 FL IN(E)=738.82 FL IN(N)=739.67 FL OUT=738.87
AutoCAD SHX Text
INLET TOP=742.84 FL IN=738.74 FL OUT=738.64
AutoCAD SHX Text
12" RCP
AutoCAD SHX Text
24" HDPE
AutoCAD SHX Text
MEDICAL SCIENCE ADDITION 4 STORY BRICK
AutoCAD SHX Text
MEDICAL SCIENCE BUILDING 1 STORY BRICK
AutoCAD SHX Text
FORMER WINDOWS
AutoCAD SHX Text
CONCRETE WALL
AutoCAD SHX Text
BOLLARD SLEEVES
AutoCAD SHX Text
SS
AutoCAD SHX Text
SS
AutoCAD SHX Text
HVE
AutoCAD SHX Text
742.01
AutoCAD SHX Text
741.51
AutoCAD SHX Text
741.78
AutoCAD SHX Text
741.79
AutoCAD SHX Text
741.80
AutoCAD SHX Text
741.79
AutoCAD SHX Text
743.55
AutoCAD SHX Text
TW=744.94
AutoCAD SHX Text
741.64
AutoCAD SHX Text
743.37
AutoCAD SHX Text
TW=744.33
AutoCAD SHX Text
741.71
AutoCAD SHX Text
742.07
AutoCAD SHX Text
743.99
AutoCAD SHX Text
CLEANOUT TOP=743.61
AutoCAD SHX Text
FUEL
AutoCAD SHX Text
8"
AutoCAD SHX Text
2"
AutoCAD SHX Text
8" VCP
AutoCAD SHX Text
12" VCP
AutoCAD SHX Text
LEACHING TANKS TOP=743.37 FL IN=737.7 FL OUT=737.9 FLOOR=734.8
AutoCAD SHX Text
10"
AutoCAD SHX Text
GRAVEL
AutoCAD SHX Text
TBM
AutoCAD SHX Text
BRICK WALL
AutoCAD SHX Text
743
AutoCAD SHX Text
S
AutoCAD SHX Text
SS
AutoCAD SHX Text
UE
AutoCAD SHX Text
744
AutoCAD SHX Text
N
AutoCAD SHX Text
0
AutoCAD SHX Text
SCALE IN FEET
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10
AutoCAD SHX Text
5
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10
Page 8: ADDENDUM # 001 DATE: 11-26-18 Page 1 of 5 TO CONTRACT ...operations-webapps.missouri.edu/pdc/adsite/projects...CONSULTANT: The Clark Enersen Partners 2020 Baltimore Avenue Suite 300

Not to Scale

FULL DEPTH CONCRETE PAVEMENT DETAILS

1

8" REINFORCED CONCRETE PAVEMENT

REINFORCED W/ #4 @ 18" EACH WAY AT

MID DEPTH OF CONCRETE SUPPORTED

ON BAR SUPPORTS

6" MIN. SCARIFIED AND

COMPACTED SUBGRADE, OR

COMPACTED SUITABLE

MATERIAL PER

SPECIFICATIONS

6" MODOT TYPE 5 AGGREGATE

BASE COURSE

NOTE: ALL IRREGULAR SLABS AND

RECTANGULAR SLABS EXCEEDING LENGTH

TO WIDTH RATIO OF 1.25 SHALL BE

ADDITIONALLY REINFORCED WITH

W6X6-W6X6 W.W.F.

3

4

" MIN.

T/4

T

CONSTRUCTION JOINT DETAIL

Not to Scale

CONTRACTION JOINT DETAIL

Not to Scale

T/4

"T"

1

8

"

SAWCUT ALL

CONTRACTION JOINTS

(THICKNESS)

T/2

JOINT SEALER,

ASTM D-3406-85

NON EXTRUDED,

PRE MOLDED,

COMPRESSIBLE

MATERIAL ASTM

D-1752-83

BOND

BREAKER

MATERIAL

3

4

"

3

4

"

1

8

" TO

1

4

"

1

8

"

1

4

" R (TYP.)

EXPANSION JOINT DETAIL

Not to Scale

#4 x 10" LONG DOWELS @

18" O.C. PAINT AND GREASE

ONE END

5" x

3

4

" METAL

TUBE SLEEVE

NOTE:

ALL JOINTS SHALL BE SEALED WITH

NON-BITUMINOUS SEALANT, COLOR GRAY

SEALED

JOINTS

SEALED

JOINTS

Not to Scale

NOT USED

2

GENERAL NOTES:

1.

1

2

" EXPANSION JOINTS WITH 2' DOWELS SHALL BE

PLACED AT RADIUS POINTS AND AT 150'

INTERVALS. THESE DOWELS SHALL BE GREASED

AND WRAPPED ON ONE END WITH EXPANSION

TUBES.

2. 1” DEEP CONTRACTION JOINTS SHALL BE

INSTALLED AT APPROXIMATELY 10' INTERVALS.

THESE JOINTS SHALL PASS ACROSS THE ENTIRE

CURB SECTION.

3. FIX DOWELS WITH BAR SUPPORTS.

4. CONCRETE SHALL CONFORM TO SPECIFICATIONS.

5. USE

5

8

" Ø x 2' SMOOTH DOWELS AT LOCATIONS

SHOWN ON EACH TYPICAL SECTION.

6. DEPTH OF CURB SHALL BE A MINIMUM OF 8” THRU

THE ACCESSIBLE RAMPS.

7. CURBS SHALL BE POURED MONOLITHIC WITH

FULL DEPTH CONCRETE PAVEMENT, AS

INDICATED IN THE PLANS. OMIT CUTTER LINE

JOINT, UNLESS SPECIFICALLY SHOWN ON THE

PLANS.

8. SEE DIMENSION & GRADING PLANS FOR

LOCATION OF WET & DRY CURBS.

9. OMIT CONSTRUCTION JOINT AND POUR CURBS

MONOLITHIC WITH NEW PAVEMENT, AS INDICATED

IN THE PLANS. ANY VARIATIONS MUST BE

APPROVED BY THE ENGINEER, PRIOR TO

INSTALLATION.

PROOF ROLL SUBGRADE

SEE SPECIFICATIONS

4,000 PSI REINFORCED

CONCRETE WITH #4

REBAR AT 18' O.C.E.W ON

BAR SUPPORTS

ALL CONTROL JOINTS SHALL FIRST BE

1

8

"

STRAIGHT SAWCUTS BY 1

1

2

" DEEP. AFTER THE

CONCRETE HAS HARDENED, CONTRACTOR

SHALL BEVEL CUT THE CONTROL JOINTS WITH

WITH A

3

8

" V-GROOVE BLADE.

SLOPE

1% MIN., 1.5% MAX

SIDEWALK NOTES:

1. CONCRETE SHALL CONFORM TO SPECIFICATIONS.

2.

1

2

" RUBBER EXPANSION JOINTS SHALL BE PLACED WHERE

WALK ABUTS JUNCTION OF EXISTING WALK, CONCRETE

CURBS, DRIVEWAYS, AND SIMILAR STRUCTURES, AND AS

SHOWN IN THE PLAN DRAWINGS.

3. CONTROL JOINTS SHALL BE PLACED AS SHOWN ON THE

DRAWINGS OR AT DISTANCE NOT EXCEEDING THE LENGTH

TO WIDTH RATIO OF 1.25.

4. SAWCUT ALL CONTROL JOINTS.

5. KEY ALL CONSTRUCTION JOINTS.

6. ALL JOINTS SHALL BE SEALED WITH VULCAN 45 OR DOW

CORNING 888 SILICON JOINT SEALANT

4" MoDOT TYPE 1

AGGREGATE BASE

6"

V-GROOVE

CONTROL JOINT

EXPANSION JOINT

1

4

" R

12"

JOINT SEALER

1

2

" RUBBER

EXPANSION

JOINT

1/4

D

3

8

" V-GROOVE

D

Not to Scale

STANDARD SIDEWALK AND JOINT DETAILS

4

6"

6"

SLOPE

1% MIN., 1.5% MAX

4"

EXPANSION

JOINT

BUILDING

LINE

6"

SEE STANDARD

SIDEWALK FOR

SUBGRADE

REQUIREMENTS

Not to Scale

SIDEWALK SECTION @ BUILDING

4.1

6" 6"

1

2

" PREMOLDED

EXPANSION JOINT

WITH SEALANT

#4x9"DOWEL HALF

WRAPPED IN TAR

PAPER 18" O.C.

6"

SEE STANDARD

SIDEWALK FOR

SUBGRADE

REQUIREMENTS

Not to Scale

SIDEWALK SECTION @ CURBS

4.2

NOTE:

ALL JOINTS SHALL BE SEALED

JOINT SEALER

BELOW V-GROOVE

12"

1.00

'

2.0'

#5 VERTICAL DOWELLS @ 12"

O.C. (CENTERED)

3/4" CHAMFER (EACH SIDE)

#5 CONTINUOUS (EQUALLY SPACED)

PAVEMENT CONTROL JOINTS SHALL

EXTEND THROUGH WALLS WITH

INTERRUPTED REINFORCING STEEL.

ALL CONTROL JOINTS SHALL BE SEALED

2-#5 CONTINOUS

BOTTOM BARS

6" M

IN.

30"

MA

X.

Not to Scale

INTEGRAL RETAINING WALL DETAIL

3

2" WEEPS AT ± 10' O.C.

CENTER WEEP HOLE W/

PAVEMENT JOINTS

2" KEYED CONSTRUCTION JOINT

FULL DEPTH

PAVEMENT OR

SIDEWALK

FINISHED GRADE

± 3" BELOW

TOP OF WALL

2"

3/4" CLEAN

BACKILL

FILTER FABRIC

OVER WEEPS

Not to Scale

GRAVEL PAVEMENT DETAIL

5

GEOTEXTILE FABRIC

RE: SPECS

6" MoDOT TYPE 5

GRANULAR MATERIAL

6" COMPACTED

SUBGRADE PER SPEC.

Not to Scale

SIDEWALK WITH TURNDOWN EDGE

6

6"

12"

#5 DOWELS @

12" O.C.

12" M

IN

.

1" RADIUS

REINFORCED

CONCRETE

SIDEWALK

RE: 4/C4.01

SLOPE

1% MIN., 1.5% MAX

#5 DOWELS CONT.

EQUALLY SPACED

CONCRETE PAVEMENT

RE: 1/C4.01

6"

18"

EXPANSION

JOINT

001A

001A

Kansas City, Missouri1251 NW Briarcliff Parkway, Suite 400Kansas City, MO 64116-1776816 474.8237 Fax 816 474.8233

Plot

Tim

e St

amp:

File

Loc

atio

n/N

ame:

www.scienceandresearchdesign.com

Science & Research Design Group

ACB

Key Plan

8/24

/201

8 12

:01:

07 P

MC

:\(1

) Rev

it Pr

ojec

ts\2

018\

6241

51-

A-1

8_dw

atki

ns.rv

t

TCEP No.: 624-151-18

University of MissouriMedical ScienceBuilding - ResearchVivarium Upgrade &Maintenance

CONTRACT DOCUMENTS

MU Project # CP180641

NOVEMBER 7, 2018

# SHEET HISTORY:?

? - #ISSUED 11/07/2018 CONTRACT DOCUMENTSA - 001 11/21/2018 ADDENDUM 001

C4.01DetailsSite

Page 9: ADDENDUM # 001 DATE: 11-26-18 Page 1 of 5 TO CONTRACT ...operations-webapps.missouri.edu/pdc/adsite/projects...CONSULTANT: The Clark Enersen Partners 2020 Baltimore Avenue Suite 300

PLUMBING FIXTURE SCHEDULE

MOUNTING LOCATIONDESCRIPTION TYPE

WATER COOLERSTANDARD

ADA*

38" A.F.F. TO TOP OF WATER COOLER

34" A.F.F. TO TOP OF WATER COOLER

STANDARD

ADA*

STANDARD

ADA*

STANDARD

ADA*

TOILET

URINAL

SINK

15" A.F.F. TO TOP OF SEAT

17" A.F.F. TO TOP OF SEAT

23" A.F.F. TO RIM

15 1/4" A.F.F. TO RIM, VERIFY W/ MFR.

34" A.F.F. TO RIM

34" A.F.F. TO RIM

CHILD (CHD) 15" A.F.F. TO TOP OF SEAT

CHILD (CHD) 30" A.F.F. TO RIM

*TO COMPLY WITH 2010 ADA STANDARDS OF ACCESSIBLE DESIGN

1. REFERENCE LABORATORY SHEETS, IF APPLICABLE, FOR PAPER TOWEL DISPENSERS.

RESTROOM GENERAL NOTES:X11 X12

EJ

U

V

E

A6.1013 11

12

10

A6.1016

17

15

14

A6.10

4

A6.10

6

7

8

93

2

5

LOCKER / SHOWER

A124

MEN

A124A

WOMEN

A125A

LOCKER / SHOWER

A125

AIRLOCK

A123

H3

H3

H3

F6

A3

H3

H3

H3

G3

G3

G3

G3

G3

G3

A3

A2

A3A3

A3A3

A1

A1

A2

H3

H3

H3

A123.3

A123.1

A124 A124A

A123.2

A125

A125A

18' - 5 1/2"

1' - 4 1/2"

8' - 3 1/8"

12' - 3 3/8" 17' - 4 1/2" 1' - 0 7/8"

8' - 4"

6' - 8 1/8"

4 7/8"

12' - 9 1/8"

4 7/8" 5' - 6" 4 7/8" 13' - 6 61/128" 5 7/8" 9' - 11 99/128" 4 7/8"

4 7/8"

4' - 1 119/128"

3' - 0"

5' - 6" 4 7/8" 10' - 6 3/4" 2' - 11 93/128" 4 7/8" 10' - 0 99/128"

7' - 1 1/8" 4 7/8" 6' - 0 115/128" 4 7/8" 5' - 1 1/8" 4 7/8"

2' - 2 5/8"

5' - 11 3/8"

4 7/8"

4' - 10 7/8"

4 1/4"

1' - 1 1/2"

4 1/4"

5' - 3 3/8"

5' - 3 7/8"

2' - 1 1/8"

5' - 0 13/128" 7 1/4" 4' - 9 7/8"

3' - 6" 2' - 9"

SD-1

M1

M1

SD-1

3' - 2 3/8"

SD-1M1

SD-1M1

GB-2

GB-3

TTD-4

GB-1

GB-1

GB-2

SND-1

TTD-4

GB-3

SND-1

TTD-4

EQ

EQ

1' - 8"

8/A8.10

A6.1022

23

A6.10

25

24 6"

6"

SP-1 SP-1

SP-1

SNV-1

ELECT. HAND DRYER

ELECT. HAND DRYER

001A

ALL (4) WALLS WITHIN SHOWER ENLOSURE TO BE FIBERGLASS REINFORCED EPOXY SYSTEM FROM CEILING DOWN TO INTERGRAL EPOXY COVE BASE

15x18x72 "Z" LOCKERS

6" TROWEL APPLIED EPOXY BASE

CT-1

5' - 6"

A123.2

15x18x72 "Z" LOCKERS

6" TROWEL APPLIED EPOXY BASE

CT-1

5' - 6"

SHOWER BEYOND

8/A8.10

SimA125

15x18x72 "Z" LOCKERS

6" TROWEL APPLIED EPOXY BASE

CT-1

5' - 6"

8/A8.10

Sim

15x18x72 "Z" LOCKERS

6" TROWEL APPLIED EPOXY BASE

CT-1

LOCKER FILLER PANEL, TYP. EACH SIDE

8/A8.10

Sim

8/A8.10

Sim

A125

2' - 10"

6" TROWEL APPLIED EPOXY BASE

SD-1

5' - 6"

CT-1

M1

MAX

4' - 0"

PROVIDE STEEL ABOVE CEILING PER MANUACTURER TO SUPPORT PARTITION

CEILING HUNG TOILET PARTITIONGB-3

GB-2

GB-1

TTD-4

TTD-4

ADA

6" TROWEL APPLIED EPOXY BASE

CT-1

1' - 6"

4' - 0"

SP-1

SP-1

PROVIDE STEEL ABOVE CEILING PER MANUACTURER TO SUPPORT PARTITION

CEILING HUNG TOILET PARTITION

TTD-4

A125A

SND-1

6" TROWEL APPLIED EPOXY BASE

5' - 6"

PTD-1

CT-1

SP-1

2' - 10"

M1 M1

6" TROWEL APPLIED EPOXY BASE

SD-1

SD-1

5' - 6"

CT-1

INSTALL TILE BEHIND MIRROR, TYP.

3' - 8"

ELECT. HAND DRYER

15x18x72 "Z" LOCKERS

CT-1

6" TROWEL APPLIED EPOXY BASE

5' - 6"

5' - 6"

8/A8.10

Sim

A124A

6" TROWEL APPLIED EPOXY BASE

PTD-1

CT-1

5' - 6"

GB-3

GB-2

GB-1

TTD-4

ADA

6" TROWEL APPLIED EPOXY BASE

CT-15' - 6"

ADA

SP-1

A3

PROVIDE STEEL ABOVE CEILING PER MANUACTURER TO SUPPORT PARTITION

CEILING HUNG TOILET PARTITION

A124

6" TROWEL APPLIED EPOXY BASE

SD-1CT-1

2' - 10"

5' - 6"

PROVIDE STEEL ABOVE CEILING PER MANUACTURER TO SUPPORT PARTITION

CEILING HUNG TOILET PARTITION

2' - 10"

6" TROWEL APPLIED EPOXY BASE

M1 M1SD-1

CT-1

5' - 6"

INSTALL TILE BEHIND MIRROR, TYP.

3' - 8"

A123.3

15x18x72 "Z" LOCKERS

CT-1

6" TROWEL APPLIED EPOXY BASE

5' - 6"

8/A8.10

Sim

15x18x72 "Z" LOCKERS

LOCKER FILLER PANEL, TYP. EACH SIDE

8/A8.10

A12415x18x72 "Z" LOCKERS

CT-1

6" TROWEL APPLIED EPOXY BASE

5' - 6"

XB

X7

A

3.6

A6.10

21

20

19

A149

2' - 0 7/8" 2' - 8 1/2" 2' - 5 1/2" 4 7/8"

5 1/2"

10' - 2 1/8"

1' - 6"

RESTROOM

A149

GB-2

GB-3

TTD-4

SND-1

GB-1

SD-1

M1

ELECT. HAND DRYERGB-1

GB-3

GB-2

TTD-4

ADA

4' - 0"

SP-1

GB-3

GB-2

GB-1

SD-1TTD-4

SND-1

M1

3' - 8"

SD-1

A149

GB-1

GB-2

001A

ALL WALLS WITHIN SHOWER ENLOSURE TO BE FIBERGLASS REINFORCED EPOXY SYSTEM FROM CEILING DOWN TO INTERGRAL EPOXY COVE BASE

GB-1

GB-2

001A

ALL WALLS WITHIN SHOWER ENLOSURE TO BE FIBERGLASS REINFORCED EPOXY SYSTEM FROM CEILING DOWN TO INTERGRAL EPOXY COVE BASE

SC-1

GB-1

GB-2

001A

ALL WALLS WITHIN SHOWER ENLOSURE TO BE FIBERGLASS REINFORCED EPOXY SYSTEM FROM CEILING DOWN TO INTERGRAL EPOXY COVE BASE

FDS-1

GB-1

GB-2

001A

ALL WALLS WITHIN SHOWER ENLOSURE TO BE FIBERGLASS REINFORCED EPOXY SYSTEM FROM CEILING DOWN TO INTERGRAL EPOXY COVE BASE

38"

MA

X

48"

MA

X

33

" -

36

"

18"

33

" -

36

"18"

18"

CONTROL

AREA

GRAB

BAR

ACCESSIBLE

SHOWER STALL

CONTROL WALL

ACCESSIBLE

SHOWER STALL

BACK WALL

FIRE EXTINGUISHER

CABINET &

BRACKET

MAX

4"

27"

MIN

48

" -

54

"

48

" -

54

"

SIGNAGE

REQUIREMENTS

TEXT

TEXT

48"

MIN

60"

MA

XFOLD-

DOWN

SHOWER

SEAT

GRAB

BAR

48"

TOWEL

SLOT

ADULT PAPER

TOWEL

DISPENSER

36"

MA

X

38

" -

43

"

SPOUT

ADULT

ELECTRIC

WATER

COOLER

29"

MIN

34"

MA

X

40"

48"

MA

X

SOAP

VALVE

ADULT

LAVATORY/MI

RROR/ SOAP

DISPENSER MIN

17"

MAX

6"

MIN

8"

MIN9"

MIN

27"

INSULATE

HOT WATER

& DRAIN

PIPES

17

" -

19

"

WATER

CLOSET

ADULT

HANDICAPPED

TOILET STALL

15

" -

48

"

7" - 9"

33

" -

36

"

39

" -

41

"1

8" 42" 12"

39" - 41"

GRAB

BARS

COAT

HOOK

STALL

DOOR

9"

MIN

15

" -

48

"

TOILET

TISSUE

18"

33

" -

36

"

6" 36"

6"

Kansas City, Missouri

2020 Baltimore Avenue, Suite 300

Kansas City, MO 64108-1949

816 474.8237 Fax 816 474.8233

#SHEET HISTORY:

?

? - #

Plot Time Stamp:

File Location/N

ame:

ISSUED

www.scienceandresearchdesign.com

Science & Research Design Group

AC

B

Key Plan

11/21/2018 3:20:13 PM

C:\(1) Revit Projects\2018\624151- A-18_dwatkins.rvt

Enlarged Restroom

Plans, Elevations,

Schedule & Details

A6.10

TCEP No.: 624-151-18

University of Missouri

Medical Science

Building - Research

Vivarium Upgrade &

Maintenance

NOVEMBER 07, 2018

CONTRACT DOCUMENTS

MU Project # CP180641

11/07/2018 CONTRACT DOCUMENTSABBR. ACCESSORY MANUFACTURER MODEL NUMBER FURNISHED BY INSTALLED BY MOUNTING HEIGHT REMARKS

FDS-1 FOLD DOWN SHOWER SEAT BOBRICK B-5191 CONTRACTOR CONTRACTOR INSTALL PER MANUF. REC.

GB-1 36" GRAB BAR BOBRICK B-6806.99x36 CONTRACTOR CONTRACTOR 33" TO TOP OF GRIPPING SURFACE6" FROM SIDE WALL TOCENTERLINE

GB-2 48" GRAB BAR BOBRICK B-6806.99x48 CONTRACTOR CONTRACTOR 33" TO TOP OF GRIPPING SURFACE12" FROM SIDE WALL TOCENTERLINE

GB-3 18" GRAB BAR - VERTICAL BOBRICK B-6086.00x18 CONTRACTOR CONTRACTOR 39" FROM REAR WALL TOCENTERLINE, 39" AFF TO BOTTOM

M1 2'-0" W x 3'-0" H MIRROR BOBRICK B-165 2436 CONTRACTOR CONTRACTOR 40" A.F.F. TO BOTTOM OFREFLECTIVE SURFACE

MH-1 MOP AND BROOM HOLDER BOBRICK B-239 CONTRACTOR CONTRACTOR

PTD-1 PAPER TOWEL DISPENSER 48" A.F.F TO PAPER TOWELOPENING

S-2 SS SHELF BOBRICK B-295 x 24 CONTRACTOR CONTRACTOR

SC-1 SHOW ROD AND CURTAIN CONTRACTOR CONTRACTOR

SD-1 SOAP DISPENSER OWNER CONTRACTOR 48" A.F.F. TO DISPENSER OPENING

SND-1 SANITARY NAPKIN DISPOSAL BOBRICK B-270 CONTRACTOR CONTRACTOR BELOW GRAB BAR

SNV-1 SANITARY NAPKIN VENDOR BOBRICK B-4706 50. CONTRACTOR CONTRACTOR

SP-1 SEAT PROTECTOR BOBRICK B-221 CONTRACTOR CONTRACTOR 48" A.F.F. TO DISPENSER OPENING

TTD-4 TOILET TISSUE DISPENSER BOBRICK OWNER CONTRACTOR 30" A.F.F. TO TOP OF DISPENSER20" FROM BACK WALL

TOILET ACCESSORY SCHEDULE

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

ENLARGED RESTROOM AND LOCKER PLANS1

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

WOMENS LOCKER WEST13SCALE: 1/4" = 1'-0"

WOMENS LOCKER NORTH10SCALE: 1/4" = 1'-0"

WOMENS LOCKER EAST11 SCALE: 1/4" = 1'-0"

WOMENS LOCKER SOUTH12

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

WOMENS WEST16SCALE: 1/4" = 1'-0"

WOMENS NORTH14SCALE: 1/4" = 1'-0"

WOMENS EAST15SCALE: 1/4" = 1'-0"

WOMENS SOUTH17

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

MENS LOCKER SOUTH4

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

MENS EAST7SCALE: 1/4" = 1'-0"

MENS SOUTH8SCALE: 1/4" = 1'-0"

MENS WEST9SCALE: 1/4" = 1'-0"

MENS NORTH6

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

MENS LOCKER WEST5SCALE: 1/4" = 1'-0"

MENS LOCKER NORTH2SCALE: 1/4" = 1'-0"

MENS LOCKER EAST30 2' 4' 8' 0 2' 4' 8' 0 2' 4' 8' 0 2' 4' 8'

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

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

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

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

ENLARGED RESTROOM PLAN18

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

UNISEX SOUTH19SCALE: 1/4" = 1'-0"

UNISEX WEST20

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

UNISEX NORTH21

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

0 2' 4' 8'

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

WOMENS SHOWER WEST22SCALE: 1/4" = 1'-0"

WOMENS SHOWER NORTH23SCALE: 1/4" = 1'-0"

MENS SHOWER NORTH24SCALE: 1/4" = 1'-0"

MENS SHOWER SOUTH250 2' 4' 8' 0 2' 4' 8' 0 2' 4' 8' 0 2' 4' 8'

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

TYP. ADA MOUNTING HEIGHTS260 2' 4' 8'

A - 001 11/21/2018 ADDENDUM 001

Page 10: ADDENDUM # 001 DATE: 11-26-18 Page 1 of 5 TO CONTRACT ...operations-webapps.missouri.edu/pdc/adsite/projects...CONSULTANT: The Clark Enersen Partners 2020 Baltimore Avenue Suite 300

UP

UP

UP

CORNER GUARDS

CG-1 MANUFACTURER:

PRODUCT:

COLORWAY:

PROFILE:

C/S ACROVYN

STAINLESS STEEL CORNER GAURD - CO SERIES (8'-0")

BRUSHED STAINLESS STEEL

CG-2 MANUFACTURER:

PRODUCT:

COLORWAY:

PROFILE:

C/S ACROVYN

STAINLESS STEEL CORNER GAURD - CO SERIES (8'-0")

BRUSHED STAINLESS STEEL

CG-3 MANUFACTURER:

PRODUCT:

COLORWAY:

PROFILE:

PAWLING

CG-20

TBD

1. PAINT ALL HOLLOW METAL DOORS & FRAMES TO MATCH ADJACENT WALL COLOR, TYP.

2. RUBBER BASE SHALL NOT BE APPLIED TO CMU AND CONCRETE WALLS, TYP.

3. SEE INTERIOR ELEVATIONS AND FINISH FLOOR PLAN FOR EXTENT OF PAINT AND WALL COVERING FINISHES DESIGNATED ON FINISH SCHEDULE.

4. NOT USED

5. SEE REFLECTED CEILING PLAN.

ROOM FINISH GENERAL NOTES

001A

XA

X6 X8 X10 X11 X12

XB

XD

XF

XH

XI

EJ

X13

K M

EK

EL

U

V

X7 X9X5X4X3X2X1

XC

XE

XG

1

1

2

2

3

3

4

4

5

5

A A

E E

C C

B B

D D

3.6 4.6

3.1

1 2 3 4 5

A

B

D

E

C

IRRADIATION

M149

STEP DOWN

A126A

HUMANIZED BSL II

A120

PROCEDURE

A120B

DIRTY CAGEWASH

A153

FEED & BEDDING

A131A

ANIMAL HOLDING(BREEDING)

A144

ANIMAL HOLDING(BREEDING)

A141

ANIMAL HOLDING(BREEDING)

A139

ANIMAL HOLDING(BREEDING)

A137

ANIMAL HOLDING(EXPERIMENTAL)

A138

ANIMAL HOLDING(BREEDING)

A140

ANIMAL HOLDING(EXPERIMENTAL)

A145

SURGERY

A120A

MECHANICAL

M155

AIRLOCK /GOWNING

A122

AIRLOCK

A126

MEN

A124A

WOMEN

A125A

LOCKER / SHOWER

A125

AIRLOCK

A123

LOCKER / SHOWER

A124

PROCEDURE(EUTHENASIA)

A148

PROCEDURE

A143A

PROCEDURE

A143B

PROCEDURE

A140A

PROCEDURE

A138A

PROCEDURE

A136

STORAGE

A107

VHP

A108

ANTE / GOWNING

A102

CLEAN CAGESTORAGE

A134

ANTE / GOWNING

A112

PROCEDURE

A116A

BSL II

A116

DIRTY

A116B

ANTE RM

A146

GNOTOBIOTIC /GERM FREE

A146A

CLEAN CAGEWASH

A131

RESTROOM

A149

AIRLOCK

A151

OPEN OFFICE

M157

OFFICE

A103

AREA B

AREA C

CUST.

A150

AIRLOCK

A114

ANIMAL HOLDING(BREEDING)

A143

PROCEDURE

A145A

CORRIDOR

A147

CORRIDOR

A130

CYLINDER

A152

CORRIDOR

A101

EXIST.

MY100

CORRIDOR

A109

CORRIDOR

M124

HATCHED AREAS NOT IN SCOPE

CLEAN

A116C

CLEAN

A120C

CORRIDOR

A142

EPX-1 EPX-1

EPX-1

EPX-1

EPX-1

EPX-1

EPX-1

EPX-1

EPX-1

EPX-1

EPX-1

EPX-1

EPX-1

EPX-1

EPX-1

EPX-1

EPX-1

EPX-1

EPX-1EPX-1

EPX-1

EPX-1

EPX-1

EPX-1

EPX-1

EPX-1 EPX-1

EPX-1

EPX-1

CG-1

CORRIDOR

A113

CORR.

A132

EPX-1

EPX-1

EPX-1

EPX-1

EPX-1

EPX-1

EPX-1EPX-1

EPX-1

EPX-1

EPX-1

EPX-1 EPX-1

EPX-1

EPX-1

EPX-1

EPX-1

EPX-1

EPX-1

EPX-1

EPX-1

EPX-1

EPX-1

EPX-1

LVT-1

PI SUPPORT

A154

LVT-1

3.1 3.6 4.6

EPX-1

EPX-1

EPX-1

ENVIRONMENTAL

A106

BEHAVIORAL

A105

FRAGMENTORS

A104

RFT RFT

PTE-3

PTE-2PTE-2PTE-2

PTE-3

RFT-1 (SEE SHEET F1.30 - FINISHES LEGEND)

RFT-2 (SEE SHEET F1.30 - FINISHES LEGEND)

RFT-3 (SEE SHEET F1.30 - FINISHES LEGEND)

RFT LEGEND

2

3

2 2

2

2

2

2

2

2

2 2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2 2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3 3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3 3

3 3

3 3 3 3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

2

PTE-2

CORRIRDOR

M158

PT-2

CG-1

CG-1

CG-1

CG-1

CG-1

CG-1

CG-1

CG-1

CG-1CG-1 CG-1

CG-1

CG-1

CG-1

CG-1CG-1

CG-1

CG-1

CG-1

CG-1

CG-1 CG-1

CG-1

CG-1

CG-1CG-1

CG-1

CG-1 CG-1

CG-1

CG-1

CG-1

CG-1

CG-1

CG-1

CG-1

CG-1

CG-1 CG-1

CG-1

CG-1

CG-1 CG-1

CG-1

CG-1

CG-1CG-1

CG-1

CG-1

CG-1

CG-1CG-1

CG-1CG-1

CG-1 CG-1

CG-1

CG-1

CG-1

CG-1

CG-1

CG-1CG-1

CG-2

CG-1

CG-1

CG-1

CG-1 CG-1

CG-1

CG-1

CG-1

CG-1

CG-1

CG-1

CG-1 CG-1

CG-1

CG-1CG-1

CG-1

CG-1

CG-1

CG-1

CG-1 CG-1

CG-1 CG-1

CG-1 CG-1

CG-1

CG-1

CG-1CG-1

CG-1

CG-1CG-1

CG-1

CG-1

CG-1

CG-1

CG-1

CG-1

CG-1

CG-1

CG-1

CG-1

CG-1

CG-1

CG-1 CG-1

CG-1

CG-1 CG-1

CG-1

CG-1

CG-1

CG-1

CG-1

CG-1

2

CG-3 CG-3

CG-1

CG-1

CT-1

CT-1

CT-1CT-1

CT-1

1' - 8"

PTE-2

001A

Kansas City, Missouri

2020 Baltimore Avenue, Suite 300

Kansas City, MO 64108-1949

816 474.8237 Fax 816 474.8233

#SHEET HISTORY:

?

? - #

Plot Time Stamp:

File Location/N

ame:

ISSUED

www.scienceandresearchdesign.com

Science & Research Design Group

AC

B

Key Plan

11/21/2018 3:20:19 PM

C:\(1) Revit Projects\2018\624151- A-18_dwatkins.rvt

First Floor Finishes Floor

Plan

F1.10

TCEP No.: 624-151-18

University of Missouri

Medical Science

Building - Research

Vivarium Upgrade &

Maintenance

NOVEMBER 07, 2018

CONTRACT DOCUMENTS

MU Project # CP180641

11/07/2018 CONTRACT DOCUMENTS

FINISH EQUIPMENT

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

MAIN LEVEL FINISHES FLOOR PLAN1

A - 001 11/21/2018 ADDENDUM 001

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ACOUSTIC CEILING TILE

APC-1 MANUFACTURER:

PRODUCT:

SIZE:

COLORWAY:

TYPE:

#869 WHITE

24" X 24" X 5/8"

CLEAN ROOM VL & CLEAN ROOM GRID

ARMSTRONG

SMOOTH TEXTURE/MINERAL FIBER

RESILIENT FLOORING

SOLID SURFACE

SS-1 MANUFACTURER:

PRODUCT:

COLORWAY:

APPLICATION: SEE DRAWINGS

GLACIER WHITE

CORIAN

DUPONT

WOOD SPECIES AND FINISH

WD-1 MANUFACTURER:

SPECIES:

FINISH: MATCH EXISTING

OAK - MATCH EXISTING

SEE SPECIFICATIONS

PAINT

PTE-1 MANUFACTURER:

HUE:

FINISH:

APPLICATION: SEE PARTITION SCHEDULE

SEE SPECIFICATION

MATCH SW7042

SEE SPECIFICATION (EPOXY SYSTEM)

PT-1 MANUFACTURER:

HUE:

FINISH:

APPLICATION: SEE PARTITION SCHEDULE

EGGSHELL

SW7042 SHOJI WHITE

SEE SPECIFICATION

PT-2 MANUFACTURER:

HUE:

FINISH:

APPLICATION: SEE PARTITION SCHEDULE

EGGSHELL

SW7036 ACCESSIBLE BEIGE

SEE SPECIFICATION

PT-3 MANUFACTURER:

HUE:

FINISH:

APPLICATION: SEE PARTITION SCHEDULE

EGGSHELL

SW6129 RESTRAINED GOLD

SEE SPECIFICATION

EPOXY FLOORING/BASE

EPX-1 MANUFACTURER:

PRODUCT:

THICKNESS:

COLORWAY:

TYPE:

--

1/4"

SEE SPECIFICATION

SEE SPECIFICATION

TROWELED QUARTZ

RFT-1 MANUFACTURER:

PRODUCT:

COLORWAY:

NOTE: 12" X 12"

PEWTER #51908

STANDARD EXCELON IMPERIAL TEXTURE

ARMSTRONG

RFT-2 MANUFACTURER:

PRODUCT:

COLORWAY:

NOTE: 12" X 12"

SMOKEY BROWN #51868

ARMSTRONG

RFT-3 MANUFACTURER:

PRODUCT:

COLORWAY:

NOTE: 12" X 12"

HONEY #59241

ARMSTRONG

STANDARD EXCELON IMPERIAL TEXTURE

STANDARD EXCELON IMPERIAL TEXTURE

LVT-1 MANUFACTURER:

PRODUCT:

COLORWAY:

NOTE: 36" X 36"

#832 RIVER ROCK

MOHAWK

HOT AND HEAVY - BOLDER

RESILIENT WALL BASE

RB-1 MANUFACTURER:

PRODUCT:

COLORWAY:

NOTE: TOE BASE

BURNT UMBER

RUBBER BASE

JOHNSONITE

APC-2 MANUFACTURER:

PRODUCT:

SIZE:

COLORWAY:

TYPE:

WHITE

24" X 24" X 5/8"

RADAR BASIC #2120

USG

MEDIUM TEXTURE/MINERAL FIBER

CERAMIC TILE

CT-1 MANUFACTURER:

PRODUCT:

SIZE:

COLORWAY:

GROUT:

#X714 MATTE DESERT GREY

6" X 6"

GLAZED CERAMIC TILE

DALTILE

MAPEI #27 SILVER (EPOXY)

MRF-1 MANUFACTURER:

PRODUCT:

THICKNESS:

COLORWAY:

TYPE:

AS SELECTED BY ARCH.

SEE SPECIFICATION

SEE SPECIFICATION

SEE SPECIFICATION

SEE SPECIFICATION

1. PAINT ALL HOLLOW METAL DOORS & FRAMES TO MATCH ADJACENT WALL COLOR, TYP.

2. RUBBER BASE SHALL NOT BE APPLIED TO CMU AND CONCRETE WALLS, TYP.

3. SEE INTERIOR ELEVATIONS AND FINISH FLOOR PLAN FOR EXTENT OF PAINT AND WALL COVERING FINISHES DESIGNATED ON FINISH SCHEDULE.

4. NOT USED

5. SEE REFLECTED CEILING PLAN.

ROOM FINISH GENERAL NOTES

001A

4" OR 6" AS SHOWN

EPX FLOORING

SELF COVE, HEIGHT 4"

ALUM. EDGE TRIM

4" - 6" VARIES

4" OR 6" AS SHOWN

EPX FLOORING

SELF COVE, HEIGHT 4"

ZINC EDGE TRIM

1" RADIUS COVE

FIBERGLASS REINFORCED WALL COATING

TAPER WITH BODIED EPOXY

PROVIDE SEAMLESS TRANSITION

LVT

EPOXY TO RFT/RFMANUFACTURER:SCHLUTER STYSTEMS PRODUCT: SCHIENE-EMATERIAL/FINISH: STAINLESS STEEL, 304VERIFY HEIGHT REQUIRED

EPOXY

SEE FINISH SCHEDULE

SEE SPECIFICATION

SEE PARTITION TYPE

SEE FINISH SCHEDULE

CG-1 AS SPECIFIED

SEE PARTITION TYPE

2"

2"

Kansas City, Missouri

2020 Baltimore Avenue, Suite 300

Kansas City, MO 64108-1949

816 474.8237 Fax 816 474.8233

#SHEET HISTORY:

?

? - #

Plot Time Stamp:

File Location/N

ame:

ISSUED

www.scienceandresearchdesign.com

Science & Research Design Group

AC

B

Key Plan

11/21/2018 3:20:20 PM

C:\(1) Revit Projects\2018\624151- A-18_dwatkins.rvt

Room Finishes Schedule

& Details

F1.30

TCEP No.: 624-151-18

University of Missouri

Medical Science

Building - Research

Vivarium Upgrade &

Maintenance

NOVEMBER 07, 2018

CONTRACT DOCUMENTS

MU Project # CP180641

11/07/2018 CONTRACT DOCUMENTS

ROOM FINISH SCHEDULE FINISH LEGEND

ROOM FINISH SCHEDULE REMARKSNO. REMARK

1 SEE ALTERNATE #1

2 SEE ALTERNATE #2

3 SEE ALTERNATE #3

ROOM NO. ROOM NAME

FLOOR

BASE

NORTH

WALL

EAST

WALL

SOUTH

WALL

WEST

WALL CEILING

REMARK NO.FIN. FIN. FIN. FIN. FIN. FIN.

. PIPE SPACE

A101 CORRIDOR EPX-1 EPX-1 PTE-1,PTE-3

PTE-1 PTE-1 PTE-1 APC-2

A102 ANTE / GOWNING EPX-1 EPX-1 PTE-1 PTE-1 PTE-1 PTE-1 PT-2

A103 OFFICE LVT-1 RB-1 PTE-1 PTE-1 PTE-2 PTE-1 APC-2

A104 FRAGMENTORS EPX-1 EPX-1 PTE-1 PTE-1 PTE-1 PTE-1 PT-2

A105 BEHAVIORAL EPX-1 EPX-1 PTE-1 PTE-1 PTE-1 PT-1 PT-2

A106 ENVIRONMENTAL EPX-1 EPX-1 PTE-1 PTE-1 PTE-1 PTE-1 PT-2

A107 STORAGE EPX-1 EPX-1 PTE-1 PTE-1 PTE-1 PTE-1 PT-2

A108 VHP EPX-1 EPX-1 PTE-1 PTE-1 PTE-1 PTE-1 PT-2

A109 CORRIDOR EPX-1 EPX-1 PTE-1,PTE-2

PTE-1 PTE-1 PTE-1 PT-2,APC-1

A112 ANTE / GOWNING EPX-1 EPX-1 PTE-1 PTE-1 PTE-1 PTE-1 PT-2

A113 CORRIDOR EPX-1 EPX-1 PTE-1,PTE-2

PTE-1 PTE-1 PTE-1 PT-2

A114 AIRLOCK EPX-1 EPX-1 PTE-1 PTE-1 PTE-1 PTE-1 PT-2

A116 BSL II EPX-1 EPX-1 PTE-1 PTE-1 PTE-1 PTE-1 PT-2

A116A PROCEDURE EPX-1 EPX-1 PTE-1 PTE-1 PTE-1 PTE-1 PT-2

A116B DIRTY EPX-1 EPX-1 PTE-1 PTE-1 PTE-1 PTE-1 PT-2

A116C CLEAN EPX-1 EPX-1 PTE-1 PTE-1 PTE-1 PTE-1 PT-2

A120 HUMANIZED BSL II EPX-1 EPX-1 PTE-1 PTE-1 PTE-1 PTE-1 PT-2

A120A SURGERY EPX-1 EPX-1 PTE-1 PTE-1 PTE-1 PTE-1 PT-2

A120B PROCEDURE EPX-1 EPX-1 PTE-1 PTE-1 PTE-1 PTE-1 PT-2

A120C CLEAN EPX-1 EPX-1 PTE-1 PTE-1 PTE-1 PTE-1 PT-2

A122 AIRLOCK / GOWNING EPX-1 EPX-1 PTE-1 PTE-1 PTE-1 PTE-1 PT-2

A123 AIRLOCK EPX-1 EPX-1 PTE-1 PTE-1 PTE-1 PTE-1 PT-2

A124 LOCKER / SHOWER EPX-1 EPX-1 CT-1,PTE-1

CT-1,PTE-1

CT-1,PTE-1

CT-1,PTE-1

PT-2

A124A MEN EPX-1 EPX-1 CT-1,PTE-1

CT-1,PTE-1

CT-1,PTE-1

CT-1,PTE-1

APC-2

A125 LOCKER / SHOWER EPX-1 EPX-1 CT-1,PTE-1

CT-1,PTE-1

CT-1,PTE-1

CT-1,PTE-1

PT-2

A125A WOMEN EPX-1 EPX-1 CT-1,PTE-1

CT-1,PTE-1

CT-1,PTE-1

CT-1,PTE-1

APC-2

A126 AIRLOCK EPX-1 EPX-1 PTE-1 PTE-1 PTE-1 PTE-1 PT-2

A126A STEP DOWN EPX-1 EPX-1 PTE-1 PTE-1 PTE-1 PTE-1 PT-2

A130 CORRIDOR EPX-1 EPX-1 PTE-1 PTE-1 PTE-1 PTE-1 PT-2

A131 CLEAN CAGEWASH EPX-1 EPX-1 PTE-1 PTE-1 PTE-1 PTE-1 PT-2

A131A FEED & BEDDING EPX-1 EPX-1 PTE-1 PTE-1 PTE-1 PTE-1 PT-2

A132 CORR. EPX-1 EPX-1 PTE-1 PTE-1 PTE-1 PTE-1 PT-2

A134 CLEAN CAGE STORAGE EPX-1 EPX-1 PTE-1 PTE-1 PTE-1 PTE-1 PT-2

A136 PROCEDURE EPX-1 EPX-1 PTE-1 PTE-1 PTE-1 PTE-1 PT-2

A137 ANIMAL HOLDING (BREEDING) EPX-1 EPX-1 PTE-1 PTE-1 PTE-1 PTE-1 PT-2

A138 ANIMAL HOLDING(EXPERIMENTAL)

EPX-1 EPX-1 PTE-1 PTE-1 PTE-1 PTE-1 PT-2

A138A PROCEDURE EPX-1 EPX-1 PTE-1 PTE-1 PTE-1 PTE-1 PT-2

A139 ANIMAL HOLDING (BREEDING) EPX-1 EPX-1 PTE-1 PTE-1 PTE-1 PTE-1 PT-2

A140 ANIMAL HOLDING (BREEDING) EPX-1 EPX-1 PTE-1 PTE-1 PTE-1 PTE-1 PT-2

A140A PROCEDURE EPX-1 EPX-1 PTE-1 PTE-1 PTE-1 PTE-1 PT-2

A141 ANIMAL HOLDING (BREEDING) EPX-1 EPX-1 PTE-1 PTE-1 PTE-1 PTE-1 PT-2

A142 CORRIDOR EPX-1 EPX-1 PTE-1 PTE-1 PTE-1 PTE-1 PT-2

A143 ANIMAL HOLDING (BREEDING) EPX-1 EPX-1 PTE-1 PTE-1 PTE-1 PTE-1 PT-2

A143A PROCEDURE EPX-1 EPX-1 PTE-1 PTE-1 PTE-1 PTE-1 PT-2

A143B PROCEDURE EPX-1 EPX-1 PTE-1 PTE-1 PTE-1 PTE-1 PT-2

A144 ANIMAL HOLDING (BREEDING) EPX-1 EPX-1 PTE-1 PTE-1 PTE-1 PTE-1 PT-2

A145 ANIMAL HOLDING(EXPERIMENTAL)

EPX-1 EPX-1 PTE-1 PTE-1 PTE-1 PTE-1 PT-2

A145A PROCEDURE EPX-1 EPX-1 PTE-1 PTE-1 PTE-1 PTE-1 PT-2

A146 ANTE RM EPX-1 EPX-1 PTE-1 PTE-1 PTE-1 PTE-1 PT-2

A146A GNOTOBIOTIC / GERM FREE EPX-1 EPX-1 PTE-1 PTE-1 PTE-1 PTE-1 PT-2

A147 CORRIDOR EPX-1 EPX-1 PTE-1 PTE-1 PTE-1 PTE-1 PT-2

A148 PROCEDURE (EUTHENASIA) EPX-1 EPX-1 PTE-1 PTE-1 PTE-1 PTE-1 PT-2

A149 RESTROOM EPX-1 EPX-1 PTE-1 PTE-1 PTE-1 PTE-1 PT-2

A150 CUST. EPX-1 EPX-1 PTE-1 PTE-1 PTE-1 PTE-1 PT-2

A151 AIRLOCK EPX-1 EPX-1 PTE-1 PTE-1 PTE-1 PTE-1 PT-2

A152 CYLINDER EPX-1 EPX-1 PTE-1 PTE-1 PTE-1 PTE-1 PT-2

A153 DIRTY CAGEWASH EPX-1 EPX-1 PTE-1 PTE-1 PTE-1 PTE-1 PT-2

A153A STORAGE EPX-1 EPX-1 PTE-1 PTE-1 PTE-1 PTE-1 PT-2

A154 PI SUPPORT EPX-1 EPX-1 -- PTE-1 PTE-1 PTE-1 PT-2

A201 MECHANICAL ROOM MRF-1 MRF-1 PT-1 PT-1 PT-1 PT-1 --

A202 ELECTRICAL MRF-1 MRF-1 PT-1 PT-1 PT-1 PT-1 PT-2

M124 CORRIDOR RFT-1,2,3 RB-1 PT-1 PT-1 PT-1 PT-1 APC-2 3

M149 IRRADIATION EPX-1 EPX-1 PTE-1 PTE-1 PTE-1 PTE-1 PT-2

M155 MECHANICAL CONC-1 RB-1 PT-1 PT-1 PT-1 PT-1 PT-2

M157 OPEN OFFICE LVT-1 RB-1 PT-1 PT-2 PT-1 PT-1 APC-2 1

M158 CORRIRDOR RFT-1,2,3 RB-1 PT-1 PT-1 PT-1 PT-1 APC-2 3

M168 JANITOR EPX-1 EPX-1 PTE-1 PTE-1 PTE-1 PTE-1 APC-1

SCALE: 12" = 1'-0"

EPOXY COVE BASE1 SCALE: 12" = 1'-0"

EPOXY COVE BASE - TYP2

SCALE: 12" = 1'-0"

EPOXY TO LVT3SCALE: 12" = 1'-0"

TILE TRANSITION4

SCALE: 12" = 1'-0"

CORNER GUARD TRIM DETAIL - CG-15

A - 001 11/21/2018 ADDENDUM 001

001A

001A

Page 12: ADDENDUM # 001 DATE: 11-26-18 Page 1 of 5 TO CONTRACT ...operations-webapps.missouri.edu/pdc/adsite/projects...CONSULTANT: The Clark Enersen Partners 2020 Baltimore Avenue Suite 300

T

T

S

SS

S

S

S

S

M

M

PROCEDURE(EUTHENASIA)

A148

PROCEDURE

A143B

AIRLOCK

A151

RESTROOM

A149

DIRTY CAGEWASH

A153

VHP

A108

STORAGE

A107

2

2

3

3

4

4

5

5

A A

C C

B B

3.1

CORRIDOR

A109

PROCEDURE

A116A

ANTE / GOWNING

A112

BSL II

A116

DIRTY

A116B

PROCEDURE

A145A

16/1

2 S

A

12/8

SA

8Ø SA

12/8

SA

12/8

SA

12/1

0 S

A

12/8 SA

12/12 SA

CUST.

A150

12/8

EA

12/1

0 E

A

12/10 SA UP

VBR-88-107300 CFM

VB-88-108150 CFM

VBR-88-108150 CFM

VB-88-109600 CFM

12/10 SA

12/8 EA

12/12 EA

16/12 SA

20/12 EA

12/10 EA

24/1

4 E

A

PROCEDURE

A143A

CYLINDER

A152

8/12 EA UP TO VB-138

CLEAN CAGESTORAGE

A134

AIRLOCK

A114

16/12 EA DN

12ØG-3

435

(2) G-114/14395

D-1

19510Ø

D-1

19510Ø

12/8

SA

D-1

24010Ø

D-1

19510Ø D-1

19510Ø

D-1

19510Ø

D-1

19510Ø

12/10 SA

12/8

SA

D-1

39512Ø

D-1

39512Ø

D-1

21010Ø

D-1

21010Ø

D-1

50012Ø

D-1

50012Ø

D-1

50012Ø

D-1

1008Ø

12/8

EA

14/1

2 E

A

D-1

1008Ø

8ØG-2

150

D-3

1508Ø

12/8 SA

D-1

1508Ø

D-1

1508Ø

12/8 SA

8Ø E

A

D-1

1508Ø

D-1

29010Ø

(2) G-112/8170

12/8 EA DN

(2) G-112/8195

12/8 EA DN

(2) G-112/10195

(2) G-112/8210

12/10 EA DN

8ØG-2

1008ØG-2

100

6ØG-2

100

8ØG-2

150

D-1

1258Ø

G-1 (E)12/10195

12/8 EA DN

D-1

1258Ø

CORRIDOR

A113

D-1

508Ø

D-1

1008Ø

D-1

32510Ø

6ØG-3

120

6ØG-3

120

6ØG-3

120

6ØG-3

120

6ØG-3

1106ØG-3

110 6ØG-3

120

6ØG-3

120

14/1

2 E

A

12ØG-3

440

CLEAN

A120C

CLEAN

A116C

12/8 EA DN

ENVIRONMENTAL

A106

D-1

20010Ø

D-1

20010Ø

(2) G-112/8150

VB-88-106300 CFM

24/72 CANOPY HOOD, BOTTOM AT 8'-0" AFF

36/72 CANOPY HOOD, BOTTOM AT 8'-0" AFF

MD-1

MD-1 MD-1

MD-1 MD-1

MD-1MD-1

MD-1 MD-1

MD-1

MD-1

MD-1

MD-1

MD-1 MD-1

MD-1 MD-1

MD-1

MD-1

MD-1

MD-1 MD-1

MD-1

MD-1MD-1

MD-1 MD-1

MD-1

MD-1

MD-1

MD-1 MD-1 MD-1

MD-1 MD-1

MD-1

MD-1

MD-1

DCP-1

DCP-1

DCP-1

DCP-1DCP-1

DCP-1

DCP-1

MD-1

MD-1

18/36 CANOPY HOOD, BOTTOM AT 7'-0", BALANCE TO 450 CFM

MD-1

8ØG-2

150

MD-1

14/1

2 E

A

12/10 EA

14/12 SA

10/10 FEA DN, BALANCE HOOD TO 400 CFM

15/5 DN TO EQMT BREATHER VENT

10/10 FEA DNTAP INTO SIDE OF CANOPY HOOD

SS DAMPER TIED TO EQMT, SHALL CLOSE WHEN EQMT EXHAUST DAMPER OPENS

16/1

0 F

EA

15/5 FEA DN TO EQMT EXHAUST

18/12 FEA DN

13/8 FEA (BELOW), ROUTE FROM EQMT BREATHER VENT TO SIDE OF CANOPY HOOD

13/8 FEA DN TO EQMT EXHAUST VENT

18/12 FEA DN, BALANCE HOOD TO 1200 CFM

12/14 SA UP TO VBR-141

8/12 SA UP TO VBR-146

12/8 EA UP TO VB-146

12/10 EA UP TO VB-142 8/12 SA UP

TO VBR-14212/8 EA UP TO VB-147

24/14 EA UP TO VB-149

12/8 EA UP TO VB-148

8/12 SA UP TO VBR-111

24/16 SA UP TO VBR-149

12/8 SA UP TO VBR-110

10/12 EA UP TO VB-114

8/12 SA UP TO VBR-114

14/12 SA UP TO VBR-113

2

2

8/12 EA UP TO VB-113

8/12 EA UP TO VB-115

12/12 SA UP TO VBR-115

8/12 SA UP TO VBR-116

16/12 SA UP TO VBR-117

20/12 EA UP TO VB-117

12/8 SA UP TO VBR-139

12/12 EA UP TO VB-139

12/8 SA UP TO VBR-138

MD-1, STAINLESS STEEL

MD-1, STAINLESS STEEL

24/16 FEA

15/5 FEA BELOW

36/1

6 F

EA

36/16 FEA UP

30/16 FEA

MD-1MD-1

D-1

47012Ø

D-1

47512Ø

18/1

6 S

A

MD-1

MD-1MD-1

MD-1

MD-1MD-1

D-1

50012Ø

D-1

50012Ø

D-1

50012Ø

D-1

50012Ø

1

1

1

1

1

1

1

24/1

6 S

A14ØG-2

525

14ØG-2

525

14ØG-2

525

14ØG-2

525

MD-1 MD-1

MD-1 MD-1

D-1

506Ø

MD-1

3

3

S V

4 5

14/12 EA

14/1

2 E

A

MD-1 MD-1

6

7

MD-1, STAINLESS STEEL

001A

Kansas City, Missouri

2020 Baltimore, Suite 300

Kansas City, MO 64108-1914

816 474.8237 Fax 816 474.8233

#SHEET HISTORY:

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Science & Research Design Group

B

Key Plan

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HVAC Plan - Area B

M1.02

TCEP No.: 624-151-18

University of MissouriMedical ScienceBuilding - ResearchVivarium Upgrade &Maintenance

NOVEMBER 07, 2018

CONTRACT DOCUMENTS

MU Project # CP180641

11/07/2018 CONTRACT DOCUMENTS

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

HVAC PLAN - AREA B

0 2' 4' 8'

GENERAL NOTES:

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

2. ALL STAINLESS STEEL DUCTWORK IS SHOWN AS SHADED IN PLAN.

3. VBR AND VB TAGS ON THIS PLAN ARE CONDENSED TO INCREASE VISUAL CLARITY.

PLAN NOTES:

INSTALL EXHAUST GRILLES AT HEIGHTS OF 1' 6" AND 7'.

BALANCER TO MEASURE STATIC PRESSURE THROUGH EXHAUST VENT OF MACHINE AND THEN CLEAN SIDE CANOPY HOOD. USE THIS BALANCE DAMPER TO CREATE AN EQUIVALENT AIRFLOW AND PRESSURE LOSS THROUGH EACH. THE INTENT IS TO ENSURE EF-5 CAN OPERATE AS CONSTANT VOLUME AND WILL FUNCTION WITH THE OTHER EQUIPMENT.

PROVIDE BUBBLE-TIGHT CONTROL DAMPER, GREENHECK HBTR-151 OR EQUIVALENT.

PROVIDE WALL TOGGLE SWITCH LABELED "HVAC OPERATION" AND TIED INTO THE BMS. INTERLOCK OPERATION OF BUBBLE-TIGHT DAMPER AND VAV BOXES IN SPACE TO COMPLETELY SHUT-OFF AIRFLOW AS SWITCH IS FLIPPED. IF SWITCH IS TURNED OFF AND HVAC IS OFF TO THE SPACE FOR LONGER FOR 2 HOURS (ADJ) THE BMS SHALL ALARM.

PROVIDE VHP SENSOR IN ROOM, STERIS MODEL VHP-TS1000, MOUNTED AT 4'-0" AFF. SENSOR SHALL BE TIED INTO BOTH THE BMS AND VMS. IF HVAC CONTROL DAMPER IS TURNED "ON" AND VHP LEVELS EXCEED SAFE LEVELS OF 1 PPM (ADJ.), THE DAMPERS SHALL SHUT AND THE BMS SHALL ALARM.

INSTALL ALL CANOPY EXHAUST AT SAME LEVEL OR SLOPED BACK TO HOOD.

INSTALL OXYGEN DEFICIENCY MONITOR, PURE-AIRE MODEL TX-1100DRA OR EQUIVALENT, AT 48" AFF ON WALL. PROVIDE REQUIRED 24V TRANSFORMER AND PLUG INTO NEARBY WALL OUTLET.

1

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A - 001 11/21/18 ADDENDUM #001

Page 13: ADDENDUM # 001 DATE: 11-26-18 Page 1 of 5 TO CONTRACT ...operations-webapps.missouri.edu/pdc/adsite/projects...CONSULTANT: The Clark Enersen Partners 2020 Baltimore Avenue Suite 300

T

T

T

TT

T

S

SS

S

S

SS

S

M

TT

T

T

PROCEDURE

A143B

PROCEDURE

A140A

PROCEDURE

A138A

PROCEDURE

A136

FEED & BEDDING

A131A

STEP DOWN

A126A AIRLOCK

A126

LOCKER / SHOWER

A125

WOMEN

A125A

MEN

A124A

LOCKER / SHOWER

A124

AIRLOCK /GOWNING

A122

HUMANIZED BSL II

A120

OFFICE

A103

IRRADIATION

M149

2

2

3

3

4

4

5

5

E E

C C

D D

3.6 4.6

3.1

PROCEDURE

A120B

SURGERY

A120A

ANTE / GOWNING

A102

12/1

0 S

A

12/8 SA

12/12 SA

24/12 SA UP

16/1

4 S

A

12/8

SA

12/1

2 E

A

12/1

2 S

A

16/1

2 S

A

20/1

2 E

A

12/1

0 E

A

8/8

EA

8/8

EA

12/8 SA

8Ø S

A

8Ø SA

12/8 SA

12/8 EA

12/8 EA

12/8 SA

24/12 SA

24/12 EA

18/1

2 S

A

20/1

2 E

A

12/8 EA

12/8 SA

VBR-88-103125 CFM

VB-88-105550 CFM

VB-88-101375 CFM

VB-88-120550 CFM

VBR-88-120350 CFM

VB-88-121600 CFM

VBR-88-121400 CFM

VB-88-154225 CFM

VBR-88-154125 CFM

VB-88-109600 CFM

16/12 SA

20/12 EA

8/12 EA UP TO VB-138

EXIST.

MY100

VBR-88-155500 CFM

VB-88-155500 CFM

CLEAN CAGESTORAGE

A134

AIRLOCK

A123

(2) G-112/10360

22/8 EA DN

(2) G-118/12400

14/12 EA DN

D-1

19510Ø

D-1

19510Ø

12/10 SA

12/8

SA

D-1

36012Ø

D-1

36012Ø

D-1

35012Ø

D-1

1958Ø

D-1

1958Ø

D-1

55012Ø

D-1

19510Ø

D-1

19510Ø

D-1

21510Ø

D-1

21510Ø

D-1

26510Ø

D-1

27010Ø

D-1

27010Ø

D-1

26510Ø

D-2

2008Ø

D-2

2008Ø

D-2

1758Ø

D-2

1758Ø

D-2

1258Ø

D-2

27010Ø

14/1

2 E

A

D-1

1008Ø

D-1

29010Ø

12/10 SA

8ØG-2

225

12/8 EA

12/8R-1

250

12/8R-1

250

12/10 SA

D-2

30010Ø

14/1

2 S

A

12ØG-2

445

12/8 EA DN

(2) G-112/10195

8ØG-2

250

8ØG-2

50

8ØG-2

3008ØG-2

300

8ØG-2

300(2) G-114/14610

20/12 EA DN

(2) G-112/8110

12/8 EA DN 12/8 EA DN

(2) G-112/855

8ØG-2

190

D-2

1008Ø

D-2

506Ø

D-2

506Ø

D-2

32010Ø

12/8 EA DN

(2) G-112/10195

G-1 (E)12/10195

12/8 EA DN

8ØG-2

185

10ØG-2

270

CORR.

A132

D-2

506Ø

D-1

32510Ø

12/10 SA

12/8

EA

(2) G-118/12385

20/12 EA DN

6ØG-3

110

6ØG-3

110

6ØG-3

110

6ØG-3

110

6ØG-3

110

14/1

2 E

A

CLEAN

A120C

12/8 EA DN

D-2

1258Ø

OPEN OFFICE

M157

FRAGMENTORS

A104

BEHAVIORAL

A105

ENVIRONMENTAL

A106

VBR-88-104450 CFM

VBR-88-105450 CFM

VBR-88-106400 CFM

D-1

20010Ø

D-1

20010Ø

D-1

22510Ø

D-1

22510Ø

D-1

22510Ø

D-1

22510Ø

D-2

2008Ø

D-2

2008Ø

VBR-88-150500 CFM

R-1

50018/8

VBR-88-112500 CFM

D-2

1708Ø

D-2

1658Ø

12/10 SA

12/1

2 S

A

VB-88-150500 CFM

TRANSFER400 CFM

(2) G-112/10275(2) G-112/8175

(2) G-112/8150

36/72 CANOPY HOOD, BOTTOM AT 8'-0" AFF

18/60 CANOPY HOOD, BOTTOM AT 8'-0", TYP 4 FOR AUTOCLAVES, BALANCE TO 600 CFM

MD-1MD-1

MD-1 MD-1

MD-1 MD-1

MD-1

MD-1

MD-1

MD-1

MD-1 MD-1

MD-1MD-1

MD-1

MD-1 MD-1

MD-1

MD-1

MD-1

MD-1

MD-1

MD-1

MD-1

MD-1 MD-1

MD-1

MD-1

MD-1 MD-1

MD-1 MD-1

MD-1MD-1

MD-1

MD-1

MD-1

MD-1

MD-1

MD-1

MD-1MD-1

DCP-1

DCP-1 DCP-1

MD-1

DCP-1

DCP-1

MD-1

MD-1

MD-1

DCP-1

DCP-1

DCP-1

18/36 CANOPY HOOD, BOTTOM AT 7'-0", BALANCE TO 450 CFM

12/10 EA

12/10 SA

12/8 SA

12/10 SA

12/10 SA

12" PVC DUCT DN TO CLASS II B2 CABINET

MD-1D-1

55012Ø

10/10 FEA DNTAP INTO SIDE OF CANOPY HOOD

18/12 FEA DN

13/8 FEA (BELOW), ROUTE FROM EQMT BREATHER VENT TO SIDE OF CANOPY HOOD

12/14 SA UP TO VBR-131

2

12/12 FEA DN

CLEAN CAGEWASH

A131

8/12 SA UP TO VBR-116

16/12 SA UP TO VBR-117

20/12 EA UP TO VB-117

20/12 EA UP

12/8 EA UP TO VB-118

8/12 EA UP TO VB-119

8/8 EA UP TO VB-122 12/8 SA UP TO

VBR-118

20/12 EA UP TO VB-123

10/10 SA UP TO VBR-125

12/10 EA UP TO VB-125

16/12 SA UP TO VBR-123

18/38 SA UP TO VBR-124

14/12 SA UP TO VBR-153

12/12 SA UP TO VBR-128

12/12 EA UP TO VB-128

8/12 SA UP TO VBR-132

12/8 EA UP TO VB-132

14/16 SA UP TO VBR-129

12/8 SA UP TO VBR-135

12/8 SA UP TO VBR-139

12/8 EA UP TO VB-135

12/12 EA UP TO VB-139

12/8 SA UP TO VBR-138

12/12 FEA DN

MD-1, STAINLESS STEEL

12/12 FEA DN

12/12 FEA DN

MD-1

MD-1MD-1

MD-1

20/12 FEA

20/1

2 F

EA20

/12

FE

A

15/5 FEA BELOW

14/12 SA UP TO VBR-126

T

TEMP SENSOR FOR VBR-88-126

G-4

50018/8

12/10 SA

G-4

50018/8

12/10 EA

28/1

6 SA

16/1

6 S

A

MD-1

MD-1MD-1

MD-1MD-1

MD-1MD-1

D-1

47012Ø

D-1

47512Ø

D-1

47512Ø

D-1

47012Ø

D-1

47012Ø

D-1

47012Ø

D-1

47012Ø

12/1

2 S

AMD-1

MD-1

MD-1

10/1

0 E

A

12/10 SA UP TO VBR-153

12/8 EA

12/1

0 S

A12

/10

SA

12ØG-2

12ØG-2 3

2

2

4

12/8 SA

12/8 EA

24/12 EA

12/1

2 E

A

VB-88-104350 CFM

12/10 EA

1

1

1

1

1

1

1

11

1

1

12/8 SA UP TO VBR-119

12/8 SA UP TO VBR-102

12/8 EA

14/14R-1

30014/12 SA

MD-1

12" PVC DUCT UP

PVC DRAIN FROM BSC FAN, SEE DETAIL 15 SHEET M6.04

D-2

1658Ø

12/14 EA24/14 EA

5

10/10 SA

6

7

7

FCU-2

FCU-1

D-2

30010ØMD-1

G-4

30012/8

12/1

2 F

EA

12/1

2 F

EA

G-4

30012/8

MD-1PROVIDE SS MD-1IN FEA, TYP ALL

001A

001A

001A

8

Kansas City, Missouri

2020 Baltimore, Suite 300

Kansas City, MO 64108-1914

816 474.8237 Fax 816 474.8233

#SHEET HISTORY:

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www.scienceandresearchdesign.com

Science & Research Design Group

C

Key Plan

11

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HVAC Plan - Area C

M1.03

TCEP No.: 624-151-18

University of MissouriMedical ScienceBuilding - ResearchVivarium Upgrade &Maintenance

NOVEMBER 07, 2018

CONTRACT DOCUMENTS

MU Project # CP180641

11/07/2018 CONTRACT DOCUMENTS

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

HVAC PLAN - AREA C

0 2' 4' 8'

GENERAL NOTES:

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

2. ALL STAINLESS STEEL DUCTWORK IS SHOWN AS SHADED IN PLAN.

3. VBR AND VB TAGS ON THIS PLAN ARE CONDENSED TO INCREASE VISUAL CLARITY.

PLAN NOTES:

INSTALL EXHAUST GRILLES AT HEIGHTS OF 1' 6" AND 7'.

SUPPLY DUCT, AIR TERMINALS, AND ALL ASSOCIATED COMPONENTS FOR THIS ROOM SHALL BE PROVIDED UNDER ALTERNATE #1 ONLY. UNDER BASE BID, PROVIDE VAV BOX AND BACKFEED EXISTING LOCKER ROOMS WITH 12/10 SUPPLY DUCT. REBALANCE EACH LOCKER ROOM TO 200 CFM EACH. REUSE EXISTING THERMOSTAT IN SPACE AND TIE INTO NEW VAV BOX CONTROLS.

SUPPLY DUCT, AIR TERMINALS, AND ALL ASSOCIATED COMPONENTS FOR THE MAIN CORRIDOR SHALL BE PROVIDED UNDER BASE BID AND ALTERNATE #3. UNDER ALTERNATE #3, THE DIFFUSERS SHALL BE SHIFTED TO FIT WITH NEW CEILING. UNDER BASE BID, PLACE AIR TERMINALS IN EXISTING LAY-IN CEILING.

12" FLUE DUCT OFF OF GENERATOR EXHAUST PORT. ROUTE DUCTWORK UP THE SIDE OF THE 7 STORY ADJACENT BUILDING AND TERMINATE ABOVE PARAPET AT EQUAL HEIGHT OF EXISTING FLUE DUCT TO THE EAST. PROVIDE DRAIN AT BOTTOM OF 7-STORY DUCT RISER AND SLOPE DUCT FROM GENERATOR TOWARDS DRAIN. INSULATE HORIZONTAL DUCT AND FIRST 5' OF VERTICAL RISER FOR SOUND ABSORPTION. INSULATION SHOULD BE EXTERIOR TYPE WITH ALUMINUM JACKET TO MATCH EXISTING FLUE TO THE EAST. REFER TO SPECIFICATION SECTION 23 51 00 FOR REQUIREMENT OF A PRE-ENGINEERED FLUE SYSTEM FOR THIS DUCT. CONTRACTOR TO COORDINATE FINAL SIZE AND ROUTING WITH FLUE MANUFACTURER SHOP DRAWINGS. COORDINATE FLUE WITH FINAL GENERATOR DESIGN. VERTICAL RISER SHALL BE SUPPORTED BY STRUCTURAL POST WITH FOOTING, SEE GENERATOR FLUE SUPPORT DETAIL ON SHEET S3.01. VERTICAL RISER SHALL BE BRACED TO EXISTING BUILDING AS NECESSARY, CONNECTION BY FLUE MANUFACTURER.

UNDER BASE BID, RELOCATE EXISTING EXHAUST DUCTWORK AS SHOWN TO KEEP LOCKER ROOMS OPERATIONAL. REBALANCE EXHAUST GRILLES IN EACH LOCKER ROOM TO 300 CFM EACH. UNDER ALTERNATE #1, DEMOLISH EXHAUST DUCTWORK BACK TO PROJECT BOUNDARY.

BRANCH TO SERVE EXISTING WOMEN'S LOCKER ROOM UNDER BASE BID. DO NOT PROVIDE IF ALTERNATE #1 IS ACCEPTED. REBALANCE TO 200 CFM.

ROUTING SHOWN IS FOR ALTERNATE #1. UNDER BASEBID, CONNECT 12/10 SA TO MEN'S LOCKER ROOM SUPPLY DUCTWORK. REBALANCE TO 200 CFM.

INSTALL 12/8 G-4 GRILLE AT 18" AFF TO TRANSFER AIR INTO AUTOCLAVE CONTROL ROOM. INSTALL 12/8 TRANSFER DUCT WITH ELBOW UP AT SAME HEIGHT.

1

2

3

4

5

6

7

A - 001 11/21/18 ADDENDUM #001

8001A

Page 14: ADDENDUM # 001 DATE: 11-26-18 Page 1 of 5 TO CONTRACT ...operations-webapps.missouri.edu/pdc/adsite/projects...CONSULTANT: The Clark Enersen Partners 2020 Baltimore Avenue Suite 300

2

2

3

3

4

4

5

5

E E

C C

D D

3.6 4.6

3.1

12" CWS (E)12" CWR (E)

6" H

WR

(E

)6"

HW

S (

E)

6" H

WS

(E

)

6" H

WR

(E

)

6" H

WS

(E

)

6" H

WR

(E

)

6" HWR (E)6" HWS (E)

8" HPS (E)

8" H

PS

(E

)3"

PD

(E

)

3" PD (E)4" HPS (E)

2" L

PS

(2)

(E

)

4" P

D (

E)

12"

CW

R (

E)

12"

CW

S (

E)

12"

CW

R (

E)

12"

CW

S (

E)

12" CWS (E)12" CWR (E)

4" LPS (2) (E)

4" LPS (2) (E)

3" L

PS

(2)

(E

)

4" HPS (E)

LPS/R UP TO RADIATOR (E)

LPS/R UP TO RADIATOR (E)

2 1/

2" H

PS

(E

)2

1/2"

HP

R (

E)

2 1/2" HPR (E)3" HPS (E)

8" HPS (E)8" HPS (E)

1-1/4" HPS/R (E) UP TO STERILIZERS (E)

1 1/

2" H

PS

(E

)1

1/2"

HP

R (

E)

3/4" HPS (E)3/4" HPR (E)

3/4" HPS/R (E) UP TO GLASS WASHER (E)

1 1/

2" H

PS

(E

)

1/2" HPS (E) UP

HPR (E) UP

1 1/

2" L

PR

(E

)

1 1/2" LPR (E)

LPS/R UP TO RADIATOR (E)

1-1/4" LPS (E) DN

1-1/4" LPR (E) DN

LPS/R UP TO RADIATOR (E)

1-1/4" LPS (E) DN

1-1/4" LPR (E) DN

LPS/R UP TO RADIATOR (E)

3" L

PS

(2)

(E

)2"

LP

R (

E)

2" LPR (E)

2" L

PR

(E

)

2" LPR (E)

1-1/4" LPR (E) UP

LPS/R (E) UP TO RADIATOR

1 1/

4" L

PR

(E

)

1-1/4" LPR (E) UP

3" L

PS

(2)

(E

)

3" LPS (E) UP

LPS/R (E) UP TO RADIATOR

8" LPS (7) (E)

3" L

PS

(2)

(E

)2"

LP

R (

E)

LPS/R (E) UP TO RADIATOR

3" LPS (E) UP

2" LPR (E) UP

2" LPR (E)

1 1/4" LPS (2) (E)

1 1/

4" L

PS

(2)

(E

)

1-1/4" LPS (E) DN

1-1/4" LPS (E) DN

4" PD (E)

6" LPS (2) (E)

3" PD (E)3" PD (E)

3" P

D (

E)

2" S

V (

E)

2" SV UP THRU ROOF (E)

2" SV (E) DN

3" PD (E)

3" PD (E)

2" L

PR

(E

)

2" LPR (E) UP

1 1/

4" L

PS

(2)

(E

)

1-1/4" LPS (E) UP

2 1/2" LPS (2) (E)2 1/2" LPR (E)

LPS/R (E) UP TO RADIATORLPS/R (E) UP TO RADIATOR

4" L

PS

(2)

(E

)2"

LP

R (

E)

3" L

PS

(2)

(E

)

LPS/R (E) UP TO RADIATOR

12" CWS/R (E) TO REMAIN

HWS (E)HWR (E)

12" CWS (E)12" CWR (E)

VBR-88-103

0.3 GPM

VBR-88-154

0.3 GPM

VBR-88-120

1.0 GPM

VBR-88-121

1.0 GPM

2 1/2" HPS (E)2" HPR (E)

1 1/

2" H

WS

1 1/

2" H

WR

1" H

WR

1" H

WS

3/4"

HW

R3/

4" H

WS

6" C

WS

6" C

WR

1 1/2" LPR

6" LPS (7) (E)

4" LPS (7)

4" L

PS

(7)

4" HWS/R, 6" CWS/R, 4" LPS, 1-1/2" LPR UP TO PENTHOUSE

3/4"

HP

S

PROCEDURE

A136

PROCEDURE

A138A

PROCEDURE

A140A

PROCEDURE

A143B

CLEAN CAGEWASH

A131

FEED & BEDDING

A131A

STEP DOWN

A126A

MECHANICAL

M155

AIRLOCK

A126LOCKER / SHOWER

A125

WOMEN

A125A

MEN

A124ALOCKER / SHOWER

A124

AIRLOCK /GOWNING

A122

PROCEDURE

A120B SURGERY

A120A

ANTE / GOWNING

A102

HUMANIZED BSL II

A120

OFFICE

A103

IRRADIATION

M149

3/4" HPS/R (E) UP

4" L

PS

(7)

CLEAN CAGESTORAGE

A134

PI SUPPORT

A154

1

1

6" CWS

6" CWR

1 1/

4" L

PR

2" H

PS

1" H

PS

2" HPS

1 1/4" LPR

ROUTE LPR PIPING BELOW GRADE TO EXISTING BASEMENT MECHANICAL ROOM

VBR-88-104

0.5 GPM

VBR-88-106

0.8 GPM

VBR-88-105

0.5 GPM

BEHAVIORAL

A105

ENVIRONMENTAL

A106

FRAGMENTORS

A104

OPEN OFFICE

M157

3/4" HPS

3/4" HPS

3/4" HPS DN TO AUTOCLAVE

3/4" HPS DN TO AUTOCLAVE

2" L

PR

2" L

PR

CRP-1

1" P

D

2" SV UP

2" S

V

2" SV

2" SV, 2" LPR, 1" PD DN TO CRP-1

2" LPR (E)

VBR-88-155

1.3 GPM

VBR-88-112

0.4 GPM

MANUAL BALANCE VALVE, SET TO 0.5 GPM

FCU-1

1" C

WR

1" C

WS

5.8 GPM (C)

3/4" HWS3/4" HWR

FCU-2

4.5 GPM (C)1.7 GPM (H)

1" C

WS

1" C

WR

3/4" CD 3/4" CD

3/4" CD FROM FCU'S, ROUTE TO FLOOR SINK, TERMINATE WITH AIR GAP

001A

Kansas City, Missouri

2020 Baltimore, Suite 300

Kansas City, MO 64108-1914

816 474.8237 Fax 816 474.8233

#SHEET HISTORY:

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Key Plan

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HVAC Piping Plan - Area

C

M1.06

TCEP No.: 624-151-18

University of MissouriMedical ScienceBuilding - ResearchVivarium Upgrade &Maintenance

NOVEMBER 07, 2018

CONTRACT DOCUMENTS

MU Project # CP180641

11/07/2018 CONTRACT DOCUMENTS

GENERAL NOTES:

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

PLAN NOTES:

RAISE EXISTING HIGH PRESSURE STEAM LINE TO ABOVE NEW CEILING GRID. STEAM ONLY SERVES ABSORPTION CHILLER IN BASEMENT, SO LINE MAY BE TAKEN OFF-LINE DURING HEATING MONTHS FOR RELOCATION.

1

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

HVAC PIPING PLAN - AREA C

0 2' 4' 8'

A - 001 11/21/18 ADDENDUM #001

Page 15: ADDENDUM # 001 DATE: 11-26-18 Page 1 of 5 TO CONTRACT ...operations-webapps.missouri.edu/pdc/adsite/projects...CONSULTANT: The Clark Enersen Partners 2020 Baltimore Avenue Suite 300

VHP

A108

STORAGE

A107

2

2

3

3

4

4

5

5

A A

C C

B B

3.1

PROCEDURE

A143B

DIRTY CAGEWASH

A153

PROCEDURE(EUTHENASIA)

A148

RESTROOM

A149

CUST.

A150

AIRLOCK

A151CORRIDOR

A109

PROCEDURE

A116A

ANTE / GOWNING

A112

BSL II

A116

DIRTY

A116B

PROCEDURE

A145A

PROCEDURE

A143A

CYLINDER

A152

TD-1 CB-1

S-1

S-1

S-1

SS-1

S-1

S-1

S-1

HL-2

HWC-1

MSB-1

3" C

W2"

HW

1" H

WC

CLEAN

A116C

CLEAN

A120C

SI-1

4" W

4" W

1" H

WC

2" H

W2"

CW

1" LSCW

1 1/2" N1" CO2

1 1/2" O21" HWC2" HW3" CW

1/2" CA (70 PSIG)

1" CO2

1 1/

2" C

A (

70 P

SIG

)

1" O

21"

CO

21"

N

FD-1

S-1

4" W DN

2" LHW2" LCW

3/4" LHW3/4" LCW

3/4"

LH

W

2" L

SC

W

4" W UP4" W UP

2" C

W2"

HW

1" H

WC

4" W

4" VTR

4" W UP

1 1/

2" N

1" C

O2

1 1/

2" O

2

1 1/

2" N

1" C

O2

1 1/

2" O

2

1" HWC3/4" HW3/4" CW

2" CW, 2" HW, 1" HWC UP TO BACKFLOW PREVENTERS

2" LCW, 2" LHW FROM BACKFLOW PREVENTERS

ENVIRONMENTAL

A106

1 1/2" VAC

2

M6.04

2" L

CW

4" W

6" DSN-1 18" TO CENTER OF PIPE ABOVE GRADE

6" DSN-1 18" TO CENTER OF PIPE ABOVE GRADE

4" S

4" OS

4" S DN

4" S UP TO RD-14" OS UP TO OD-1

4" S

4" S UP TO RD-1

4" OS UP TO OD-1

1

PIPING ROUTED DOWN TO MISS STRUCTURE

PIPING ROUTED DOWN TO MISS STRUCTURE

2" W UP (E) TO REMAIN

3" V

3" V

3" V

2" V2" CW3/4" HW

4" VTR

VA

C-1

CO

2-1

LN-1

O2-

1

VA

C-1

CO

2-1

LN-1

O2-

1

1 1/

2" V

AC

1 1/

2" V

AC

VA

C-1

CO

2-1

LN-1

O2-

1

VA

C-1

CO

2-1

LN-1

O2-

1

3/4" VAC, 1/2" N, 1/2" CO2, 1/2" O2 DN TO LAB OUTLETS

3/4" VAC, 1/2" N, 1/2" CO2, 1/2" O2 DN TO LAB OUTLETS

3/4" VAC, 1/2" N, 1/2" CO2, 1/2" O2 DN TO LAB OUTLETS

1/2" CW, 1/2" HW, 1 1/2" V DN

EW-1

EW-1

EW-1

EW-1

ESH-1

3/4" LCW, 3/4" LHW DN

1 1/2" V

1 1/2" V DN

1 1/2" CW DN

3/4" CW, 3/4" HW DN

4" S DN

3/4" CW, 3/4" CA, 3/4" VAC, 3/4" HW, 3/4" HWC, 3/4" G UP (E) TO REMAIN

1" CW, 3/4" HW, 3/4" HWC, 3/4" G, 3/4" VAC UP (E) TO REMAIN

2

2

2

2

2

CDM-1

1" CO2 DN TO CDM-1. INSTALL PER MANUFACTURES INSTALLATION INSTRUCTIONS

FS-1

4" VTR

WS-1

FCO (E)1 1/2" CW, 1 1/2" HW DN TO ESH-1

3/4" LCW, 3/4" LHW DN TO HB-2

3" V

1 1/

2" C

W1

1/2"

HW

1" H

WC

2" V DN

3" V

FS-1

FS-1

1/2" CA, 1" LSCW, 1" LHW DN TO BOTTLE WASHER. INSTALL BALL VALVES IN THE VERTICLE SECTION OF PIPING.

1/2" CA, 1" LSCW, 1" LHW DN TO RACK/ CAGE WASHER. INSTALL BALL VALVES IN THE VERTICLE SECTION OF PIPING

FCO (E)

1" LSCW1" LHW

1/2"

CA

(70

PS

IG)

1" CA (70 PSIG)

2" V DN2"

V

2" V DN

3" V

2" V

FCO

FCO (E)

3/4" CW UP TO HB-1

4" S

(E

)

4" S UP (E) TO REMAIN

4" S DN (E)

2 1/2" G (E)1 1/4" CA (E)

3" W UP/DN (E) TO REMAIN. CONTRACTOR TO ADJUST WASTE LINE AS NEEDED TO FIT IN NEW WALL.

FCO (E)

FCO (E)

2 1/2" G, 1 1/4" CA UP (E) TO REMAIN

2" W, 2" V, 3/4" HW UP (E) TO REMAIN

3" VTR (E) TO REMAIN

3/4" G UP (E) TO REMAIN

3/4" CW, 3/4" HW UP (E) TO REMAIN

2" W (E)

3/4" HW (E)3/4" G (E)

3/4" CA, 1" LSCW DN TO AUTOCLAVE

3" C

W2"

HW

1" H

WC

1" O

21"

CO

21"

N1

1/2"

VA

C

1" LSCW 1" LSCW

2" V (E)

VA

C-1

CO

2-1

LN-1

O2-

1

1 1/

2" C

A (

70 P

SIG

)

3/4" VAC, 1/2" N, 1/2" CO2, 1/2" O2 DN TO LAB OUTLETS

1/2" HW, 1/2" CW, 1 1/2" V DN

EW-1

1" CW

1" HW

3/4"

CW

3/4"

HW

1 1/

2" V

2" V

4" VTR

VA

C-1

CO

2-1

LN-1

O2-

1

VA

C-1

CO

2-1

LN-1

O2-

1

1/2" CW1/2" HW

HL-2

4" W

1/2" HW1 1/2" V1/2" CW

BALANCE VALVE SET TO 0.5 GPM

1 1/

2" V

1 1/

2" V

AC

3/4" CA (70 PSIG)

1/2" HW, 1/2" CW, 1 1/2" V DN

FCO (E)

2" SCHEDULE 40 PVC ROUTED FROM STORAGE A153A ABOVE CEILING TO RACK AND CAGE WASHERS. CONTRACTOR TO USE LONG SWEEPING ELBOWS. COORDINATE ROUTING WITH SCIENTEK AND SOAP SUPPLY COMPANY.

STORAGE

A153A

001A

Kansas City, Missouri

2020 Baltimore, Suite 300

Kansas City, MO 64108-1914

816 474.8237 Fax 816 474.8233

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Science & Research Design Group

B

Key Plan

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First Floor Plumbing Plan -

Area B

M2.05

TCEP No.: 624-151-18

University of MissouriMedical ScienceBuilding - ResearchVivarium Upgrade &Maintenance

NOVEMBER 07, 2018

CONTRACT DOCUMENTS

MU Project # CP180641

11/07/2018 CONTRACT DOCUMENTS

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

FIRST FLOOR PLUMBING PLAN - AREA B

0 2' 4' 8'GENERAL NOTES:

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

2. WASTE AND VENT PIPING THROUGH FIRST FLOOR SLAB MAY NEED TO BE RELOCATED TO KEEP PIPING CONCEALED. RELOCATION OF THIS PIPING MAY INCLUDE MOVING OF THE SLAB PENETRATIONS AND REWORKING PIPING BELOW SLAB. NO ADDITIONAL COMPENSATION WILL BE PROVIDED FOR LACK OF COORDINATION.

PLAN NOTES:

EXISTING PIPING SERVING FLOORS ABOVE TO REMAIN INTACT AND OPPERATIONAL DURING CONSTRUCTION. CONTRACTOR SHALL COORDINATE WITH FACILITIES IF SYSTEMS WILL BE TAKEN OFFLINE.

3/4" CW, 3/4" HW, 1 1/2" V DN TO SINK. ROUTE 1/2" CW, 1/2" HW TO SINK. ROUTE 3/4" CW, 3/4" HW TO EYEWASH. REFER TO DETAIL #1 ON M6.06.

1

2

A - 001 11/21/18 ADDENDUM #001

Page 16: ADDENDUM # 001 DATE: 11-26-18 Page 1 of 5 TO CONTRACT ...operations-webapps.missouri.edu/pdc/adsite/projects...CONSULTANT: The Clark Enersen Partners 2020 Baltimore Avenue Suite 300

M

M

M

M

M

T

T

T

T

1

1

2

2

3

3

4

4

5

5

A A

E E

C C

B B

D D

3.6 4.6

3.1

AHU-2

AHU-8884/30 EA, OFFSET AT HRH DISCHARGE AND UP THRU ROOF, TERMINATE WITH CONCENTRIC TRANSITION TO 60/24, SEE DETAILS SHEET, DETAIL 1

HRH-2

VBR-88-111150 CFM0.5 GPM

VBR-88-116200 CFM0.5 GPM

VBR-88-114420 CFM1.0 GPM

VBR-88-113790 CFM2.0 GPM

VBR-88-115440 CFM1.0 GPM

VBR-88-1171070 CFM2.5 GPM

VBR-88-110300 CFM0.5 GPM

VBR-88-102200 CFM0.5 GPM

VBR-88-119215 CFM0.5 GPM

VBR-88-118215 CFM0.8 GPM

VBR-88-125270 CFM0.8 GPM

L-1 (96/78), BOTTOM MIN 36" ABOVE ADJACENT ROOF

VBR-88-1243300 CFM

VBR-88-1493500 CFM5.0 GPM

VBR-88-156650 CFM1.0 GPM

OUTDOOR AIR PLENUM

OUTDOOR AIR PLENUM

VBR-88-128645 CFM1.5 GPM

VBR-88-146240 CFM0.5 GPM

VBR-88-145500 CFM1.3 GPM

VBR-88-127300 CFM1.0 GPM

VBR-88-132390 CFM1.0 GPM

VBR-88-131820 CFM2.0 GPM

VBR-88-130980 CFM2.5 GPM

VBR-88-1331000 CFM2.5 GPM

VBR-88-1291100 CFM3.0 GPM

VBR-88-135390 CFM

VBR-88-139390 CFM

VBR-88-142390 CFM1.0 GPM

VBR-88-138390 CFM

VBR-88-134895 CFM2.0 GPM

VBR-88-137895 CFM2.0 GPM

VBR-88-141895 CFM2.0 GPM

VBR-88-1361000 CFM2.5 GPM

VBR-88-1401000 CFM2.5 GPM

VBR-88-143500 CFM1.3 GPM

VBR-88-144665 CFM1.8 GPM

24/12 EA

24/12 SA

VB-88-118115 CFM

VB-88-119215 CFM

VB-88-12250 CFM

VB-88-1171320 CFM

VB-88-115640 CFM

VB-88-113940 CFM

VB-88-114420 CFM

VB-88-148100 CFM

VB-88-1492100 CFM

VB-88-147200 CFM

VB-88-146340 CFM

VB-88-142390 CFM

VB-88-138390 CFM

VB-88-139390 CFM

VB-88-135390 CFM

VB-88-145875 CFM

VB-88-141795 CFM

VB-88-144565 CFM

VB-88-143450 CFM

VB-88-140900 CFM

VB-88-137795 CFM

VB-88-136900 CFM

VB-88-134795 CFM

VB-88-133900 CFM

VB-88-130880 CFM

VB-88-127675 CFM

VB-88-131720 CFM

VB-88-132390 CFM

VB-88-128445 CFM

VB-88-1231220 CFM

VB-88-125270 CFM

24/12 EA DN

24/12 SA DN

12/8 SA DN

12/8 EA DN

8/12 EA DN

12/8 SA DN

12/8 SA DN

8/8 EA DN10/10 SA DN10/12 EA DN

12/20 EA DN

16/12 SA DN

16/42 SA DN

14/12 SA DN

12/12 SA DN

12/12 EA DN8/12 EA DN

16/14 SA DN

12/14 EA DN 14/12 SA DN

12/14 EA DN12/10 SA DN

12/14 EA DN

14/12 SA DN

12/16 EA DN

14/12 SA DN

12/14 EA DN

14/12 SA DN

14/12 SA DN

12/16 EA DN

12/16 EA DN

14/12 SA DN

14/12 SA DN

12/16 EA DN

12/14 EA DN

14/12 SA DN

12/8 SA DN

8/12 EA DN

12/10 SA DN

12/14 EA DN

12/14 EA DN14/12 SA DN

8/12 EA DN

12/8 SA DN

10/12 EA DN

12/10 SA DN 8/12 EA DN

24/16 EA DN

12/8 SA DN8/12 EA DN

10/12 EA DN

12/8 SA DN

12/10 SA DN

14/12 SA DN

8/12 EA DN

12/12 EA DN

12/12 SA DN

16/12 SA DN

20/12 EA DN

8/12 EA DN

12/8 SA DN

12/8 EA DN

12/10 SA DN

12/10 SA DN

12/8 EA DN

56/24 SA

56/2

4 S

A

96/24 SA

96/2

4 S

A

96/24 SA

56/24 SA

28/2

4 S

A

28/24 SA20/24 SA

20/1

6 S

A

28/24 SA

14/1

8 S

A

20/18 SA

14/1

2 S

A

20/1

6 E

A

20/16 EA

84/2

8 E

A

12/1

4 E

A

SA DN TO AHU-2

SA DN TO AHU-88

EA DN TO HRH-1

EA DN TO HRH-2

18/2

0 E

A

12/1

4 E

A 12/1

4 E

A

12/1

4 E

A

24/18 EA

56/2

4 E

A

28/24 EA 8/8 EA

8/8 EA

12/1

2 E

A

8/12

EA

24/1

8 E

A

28/24 EA

28/2

4 E

A

48/2

4 E

A

18/16 EA

12/1

4 E

A

12/1

4 E

A

32/24 EA

12/12 EA

18/20 EA

1 1/2" LPR

1 1/2" LPR

4" HWS/R, 6" CWS/R, 4" LPS, 1-1/2" LPR DN

6" C

WS

6" C

WR

6" C

WR

6" C

WS

1" HWS1" HWR

2" H

WR

2" H

WS

2" H

WS

2" H

WR

2" HWS2" HWR

HRP-1

ET-1

GF-1

4" EQUIPMENT PAD, TYP

4" HRS

4" H

RS

4" H

RR

4" HRR

4" HRS4" HRR

6" CWS/R DN TO CC-89A/89B, TYP BOTH UNITS

4" HWS/R DN TO PHC-89A/89B, TYP BOTH UNITS

4" HRS/R DN TO HRC-89A/89B, TYP BOTH UNITS

4" LPS, 1-1/2" LPR TO HUMIDIFIER H-89, TYP BOTH UNITS

4" HRS/R DN TO HRC-1C/1D, TYP BOTH UNITS

(2) 4" HRS DN TO HRP-1

MECHANICALROOM

A201

MD-6

MD-4

MD-3

8Ø SA

12/1

2 E

A

8

M6.06

L-3 (48/36), BOTTOM @ 5'-0" AFF

L-2 (96/78), BOTTOM MIN 36" ABOVE FINISHED ROOF

MD-5

48/20 OA, ELBOW UP, OPEN TO PENTHOUSE

SLOPE DUCTWORK BACK TOWARDS LOUVER

UH-1

1.5 GPM

UH-1

1.5 GPM

UH-1

1.5 GPM

UH-1

1.5 GPM

UH-1

UH-1

UH-1

T

ECWP-1

6" CWR

6" CWR

VFD-SF-88

VFD-SF-89

VFD-EF-2

VFD-EF-1

VFD-ECWP-1

EMCS CONTROL PANELS

FD-1, TYPICAL ALL DUCT PENETRATIONS THROUGH PENTHOUSE FLOOR. FACE DAMPER HARDWARE TOWARDS CENTER OF PENTHOUSE FOR ACCESSIBILITY

2" HWS

2" HWR

RELOCATED BACKFLOW PREVENTERS. INSTALL ON UNISTRUT. REFER TO M6.06 FOR DETAIL

FS-1

FS-1FS-1

FS-1

FS-1

VBR-88-251750 CFM2.0 GPM

12/1

2 S

A

16/12 SA

12/1

2 S

A

12/12 SA

12/12 SA OPEN TO DOGHOUSE, BALANCE TO 250 CFM EACH, TYP 3

12/12 TXFR FROM DOGHOUSE, PROVIDE TEMPERATURE SENSOR IN DUCT FOR VBR-A200

12/12 TXFR FROM DOGHOUSE

1

M6.04

4" V DN, 4" VTR

VBR-88-2521000 CFM

12/1

0 S

A

12/10 SA

14/1

2 S

A

R-1

50012/10

R-1

50012/10

2" HWR2" HWS

12" PVC DUCT DN

EF-61

12" PVC DUCT STACK, TERMINATE 5' ABOVE PENTHOUSE ROOF, MOUNT TO PENTHOUSE WALL

VBR-88-126300 CFM

2

M6.04

2" HWR2" HWS

36/16 FEA36/16 FEA

31Ø FEA

EF-62

20/26 FEA DUCT STACK, TERMINATE 5' ABOVE PENTHOUSE ROOF, MOUNT TO PENTHOUSE WALL 36/16 FEA DN

4" HWS4" HWR

FD-1, PROVIDE AT WALL OF PLENUM ON OA DUCT SERVING AHU, TYP BOTH UNITS

FD-1

SP

SP

SP

SP

SP

2" SV, TERMINATE 2' ABOVE ROOF

2" SV, TERMINATE 2' ABOVE ROOF

1" H

WS

1" H

WR

VBR-88-153400 CFM0.3 GPM

EQUIPMENT PAD

1

FD-1

FD-1

FD-1

HB-1 MOUNTED 48" A.F.F

NITROGEN AND OXYGEN GENERATORS. PROVIDED BY OWNER.

1 1/2" N, 1 1/2" O2 DN TO BE INSTALLED UNDER BASE BID

2

2

12" PVC DUCT DN

12Ø FEA

EF-60, SIDEWALL MOUNTED

MD-2

3/4" DRAIN OFF BOTTOM OF EXHAUST STACK, SEE DETAIL 1 SHEET M6.04, TYP BOTH UNITS

HRH-1/2 STATIC PRESSURE SENSOR

AHU-88/89 STATIC PRESSURE SENSOR

AHU-88/89 STATIC PRESSURE SENSOR

HRH-1/2 STATIC PRESSURE SENSOR

3

001A

001A

001A

001A

Kansas City, Missouri

2020 Baltimore, Suite 300

Kansas City, MO 64108-1914

816 474.8237 Fax 816 474.8233

#SHEET HISTORY:

?

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ISSUED

www.scienceandresearchdesign.com

Science & Research Design Group

AC

B

Key Plan

11

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Upper Level Mechanical

Plan

M3.01

TCEP No.: 624-151-18

University of MissouriMedical ScienceBuilding - ResearchVivarium Upgrade &Maintenance

NOVEMBER 07, 2018

CONTRACT DOCUMENTS

MU Project # CP180641

11/07/2018 CONTRACT DOCUMENTS

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

UPPER LEVEL MECHANICAL PLAN

0 2' 4' 8'

GENERAL NOTES:

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

2. ALL STAINLESS STEEL DUCTWORK IS SHOWN AS SHADED IN PLAN.

PLAN NOTES:

VAV BOX AND ASSOCIATED COMPONENTS TO BE INSTALLED ONLY UNDER ALTERNATE #1.

PROVIDE SHIPPING SPLIT FOR HRH UNIT BETWEEN COIL AND INTAKE SECTION. PROVIDE FULL-SIZE FLEXIBLE DUCT CONNECTION TO ACCOMMODATE BUILDING EXPANSION JOINT AND UP TO 2" OF MOVEMENT. CONTINUE EXPANSION JOINT THROUGH EQUIPMENT PAD AS WELL, SEE STRUCT.

ECWP-1 DIFFERENTIAL PRESSURE SENSOR.

1

2

3

A - 001 11/21/18 ADDENDUM #001

Page 17: ADDENDUM # 001 DATE: 11-26-18 Page 1 of 5 TO CONTRACT ...operations-webapps.missouri.edu/pdc/adsite/projects...CONSULTANT: The Clark Enersen Partners 2020 Baltimore Avenue Suite 300

1

1

2

2

3

3

4

4

5

5

A A

E E

C C

B B

D D

3.6 4.6

3.1

ANIMAL HOLDING(BREEDING)

A144

ANIMAL HOLDING(BREEDING)

A141

ANIMAL HOLDING(BREEDING)

A139

ANIMAL HOLDING(BREEDING)

A137

ANIMAL HOLDING(EXPERIMENTAL)

A138

ANIMAL HOLDING(BREEDING)

A140

PROCEDURE(EUTHENASIA)

A148

PROCEDURE

A143B

PROCEDURE

A140A

PROCEDURE

A138A

PROCEDURE

A136

AIRLOCK

A151

DIRTY CAGEWASH

A153

CLEAN CAGEWASH

A131

FEED & BEDDING

A131A

MECHANICAL

M155

STEP DOWN

A126A

AIRLOCK

A126LOCKER / SHOWER

A125

WOMEN

A125A

MEN

A124A

LOCKER / SHOWER

A124

AIRLOCK /GOWNING

A122

HUMANIZED BSL II

A120

VHP

A108

STORAGE

A107

OFFICE

A103

IRRADIATION

M149

ANIMAL HOLDING(EXPERIMENTAL)

A145

AIRLOCK

A123

PROCEDURE

A120B

SURGERY

A120A

ANTE / GOWNING

A102

DIRTY

A116B

BSL II

A116

PROCEDURE

A116A

CORRIDOR

A109

RESTROOM

A149

CUST.

A150

CLEAN CAGESTORAGE

A134

ANTE RM

A146

GNOTOBIOTIC /GERM FREE

A146A

ANTE / GOWNING

A112

AIRLOCK

A114PROCEDURE

A145A

100 100

300200

200

200

100

100

100

100

100

150

100

100

150

100

100

100

100

100

100

100

100

100

200

200

100

150

100

100

150

200

100

100

100

100

100 100

100 150

200

0

+1

0

-1

-2

-3

0

-2

0 -1

+1

+1

+2

+3

+2+3

0

0

+1

+3

+3

0

+4

+4

+4

+4

+2

+4

+4

+4

+4

+5

+4

+4

+4

+4

+1

150

0

100

0+2

0

-1

+1

X

PRESSURIZATION LEGEND

ROOM PRESSURIZATION CLASS INDICATOR

100AIRFLOW DIRECTION AND RATE (CFM)

INDICATION OF WALL TO SEALED WALL TO STRUCTURE - SEAL ALL PENETRATIONS AIRTIGHT

SA: 125

EA: 225

SA: 150

EA: 250

SA: 200

EA: 300

SA: 250

EA: 350

SA: 150

EA: 250

SA: 100

EA: 50

SA: 1070

EA: 1220

SA: 50 SA: 125

SA: 50

SA: 215

EA: 115

SA: 215

EA: 215

SA: 1070

EA: 1320

SA: 100

SA: 440

EA: 640

SA: 790

EA: 940

SA: 50SA: 420

EA: 420

SA: 150

EA: 150

SA: 300

EA: 375

125

300

SA: 50

SA: 250SA: 100

EA: 2100

SA: 3500

SA: 3300

EA: 270

SA: 270

EA: 100EA: 100

EA: 340

SA: 240

EA: 390

SA: 390

EA: 390

SA: 390

EA: 390

SA: 390

EA: 390

SA: 390

EA: 390

SA: 390

EA: 0

SA: 1100

EA: 720

SA: 820

EA: 795

SA: 895

EA: 795

SA: 895

EA: 795

SA: 895

SA: 500

EA: 115

SA: 665

EA: 900

SA: 1000

EA: 900

SA: 1000

EA: 900

SA: 1000

EA: 880

SA: 980

EA: 875

SA: 500

SA: 650

EA: 445

SA: 645

100

ANIMAL HOLDING(BREEDING)

A143

PROCEDURE

A143A

CYLINDER

A152100

CLEAN

A116C

CLEAN

A120CSA: 100

+1100

100

SA: 450

EA: 350

SA: 450

EA: 550

SA: 400

EA: 300

SA: 500

EA: 100

400

OPEN OFFICE

M157

CORRIDOR

M124

EA: 600

CORRIDOR

A113

CORR.

A132

CORRIDOR

A147

CORRIDOR

A142

EXIST.

MY100

SA: 500

EA: 500

SA: 500

EA: 500

FEA: 1200

FEA: 400

FEA: 1200FEA: 400

FEA: 600 FEA: 600

FEA: 600FEA: 600

FEA: 450FEA: 450

FEA: 1200

SA: 300

ENVIRONMENTAL

A106

BEHAVIORAL

A105

FRAGMENTORS

A104

SA: 400

+2

300

EA: 600

001A

Kansas City, Missouri

2020 Baltimore, Suite 300

Kansas City, MO 64108-1914

816 474.8237 Fax 816 474.8233

#SHEET HISTORY:

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Key Plan

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Air Pressurization Plan

M4.01

TCEP No.: 624-151-18

University of MissouriMedical ScienceBuilding - ResearchVivarium Upgrade &Maintenance

NOVEMBER 07, 2018

CONTRACT DOCUMENTS

MU Project # CP180641

11/07/2018 CONTRACT DOCUMENTS

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

AIR PRESSURIZATION PLAN

4'0 8' 16'

A - 001 11/21/18 ADDENDUM #001

Page 18: ADDENDUM # 001 DATE: 11-26-18 Page 1 of 5 TO CONTRACT ...operations-webapps.missouri.edu/pdc/adsite/projects...CONSULTANT: The Clark Enersen Partners 2020 Baltimore Avenue Suite 300

AIR TERMINAL UNITS

SEQUENCE OF OPERATIONS

NO SCALE

PENTHOUSEPANEL LOCATION:

NO SCALE

NO SCALE

SEE ELECPANEL LOCATION:

NO SCALE

TO BE DETERMINEDPANEL LOCATION:

SEQUENCE OF OPERATIONS

EXHAUST FAN EF-60

CONTROLS SCHEMATIC8

EF-60 / PENTHOUSE

11 MISCELLANEOUS ELEC. CONTROL POINTS

9

EMERGENCY POWER

ANNUNCIATOR PANEL

CONTROLS SCHEMATIC10

EF-61

DDC POINTS LIST

EF-61

EXHAUST FAN EF-61

SEQUENCE OF OPERATIONS

7VAV EXHAUST BOX CONTROL DIAGRAMNO SCALE

4

AIR IN

DDC VMA

CONTROLLER

1

KEYED NOTES:

NOTES:

2

3

2

5

1.

2.

AIR OUT

1

2

3

4

5

6VAV BOX CONTROL DIAGRAM WITH REHEAT AND EXHAUSTNO SCALE

FC COMMUNICATION BUSWIRE DAISY CHAINED TOPREVIOUS VMA CNTRLR

LOW VOLTAGEWIRE

7

AIR FLOWMEASURING

TAPS

AIR IN

FC COMMUNICATION BUSWIRE DAISY CHAINED TONEXT VMA CONTROLLER

DDC VMA

CONTROLLER

1

HWS HWR

SUPPLY AIRSENSOR6

AIR OUT

AIR VALVEDAMPER

NETWORKSENSOR

4

T

T S

OCCUPANCYSENSOR(S)

2

KEYED NOTES:

NOTES:

3

5

3

9

8

VMA TERMINAL INCLUDES CONSTANT VOLUME (CV) UNITS & VARIABLE AIR VOLUME (VAV) UNITS. UNLESS OTHERWISE NOTED, ALL CONTROL

WORK SHALL BE BYCONTRACTOR.

CAPS FOR VAV DP TEST PORTS MUST BE 1/4" BRASS PLUGS.

1.

2.

NC

EXHAUSTAIR VALVE

DAMPERAIR FLOW

MEASURINGTAPS

11

AIR IN AIR OUT

6 CONDUCTOR MIN

SA BUSWIRE

10

1

2

3

4

5

6

7

8

9

10

11

NETWORKSENSOR

4

S

OCCUPANCYSENSOR(S)

2

CO2SENSOR

11

10. EXHAUST FANS

10.1 CONTROL SHALL BE THROUGH THE EMCS.

10.2 EXHAUST FAN: THE EXHAUST FAN SHALL RUN CONTINUOUSLY AFTER RECEIVING A START COMMAND. IF

THE EXHAUST FAN HAS BEEN COMMANDED TO START AND THE EXHAUST FAN CURRENT TRANSFORMER

(CT) INDICATES THE FAN IS NOT RUNNING, THE EXHAUST FAN SHALL STOP AND AN ALARM SHALL BE

SIGNALED.

CONTROLLER WILL BE FURNISHED AND INSTALLED BY OWNER. CONTROLLER WILL BE JCI MODEL MS-VMA-16XX SERIES. PROGRAMMING ANDCOMMISSIONING WILL BE DONE BY OWNER.

NETWORK SENSOR WILL BE FURNISHED BY OWNER & INSTALLED BY CONTRACTOR. NETWORK SENSOR WILL BE JCI NS SERIES.

FC COMMUNICATION BUS WIRE SHALL BE 22 AWG, PLENUM RATED, TWISTED SHIELDED, 3 CONDUCTOR, WITH BLUE OUTER CASING, DESCRIPTED AS

22-03 OAS STR PLNM NEON BLU JK DISTRIBUTED BY WINDY CITY WIRE CONSTRUCTED BY CABLE-TEK, OR APPROVED EQUIVALENT.

INSTALLATION OF OCC SENSOR IS WORK OF DIVISION 26, SEE E-SERIES SHEETS FOR FINAL LOCATIONS. A CONTROL CIRCUIT SHALL BE CONNECTED TOALL OCC SENSORS AS WORK OF DIVISION 23. A CONTROL SIGNAL SHALL BE RELAYED TO THE VAV TERMINAL UNIT THAT SERVES THAT SPACE. IN

LOCATIONS WHERE MULTIPLE OCC SENSORS ARE PRESENT, ALL SENSORS SHALL BE MONITORED AND TRANSMIT A SIGNAL TO THE VAV TERMINAL UNITWITHIN THAT SPACE. ALL SENSORS SHALL BE WIRED IN PARALLEL.

CONTROLLER MUST HAVE A MINIMUM OF 18 INCHES OF ACCESSIBLE CLEARANCE.

VAV SUPPLY TEMP SENSOR 1000 OHM PLATINUM RTD LOCATED APPROX. 8 FT. FROM VAV BOX DISCHARGE. PROVIDED, INSTALLED, & WIRED TOCONTROLLER BY CONTRACTOR.

FUSE LOCATED WITHIN 2 FEET OF VMA CONTROLLER.

LOW VOLTAGE WIRE BY DIVISION 23. SEE ELECTRICAL DRAWINGS FOR SOURCE.

VALVE WITH PROPORTIONAL 0-10 VOLT ACTUATOR OR EQUIVALENT.

SA BUS WIRE SHALL BE 22 AWG, PLENUM RATED, TWISTED SHIELDED, 4 CONDUCTOR.

ELECTRIC ACTUATOR / DIFFERENTIAL PRESSURE TRANSMITTER - JOHNSON CONTROLS MODEL M9106-GGA-2 / DPT-2015-0 OR EQUIVALENT PROVIDED BYCONTRACTOR.

CONTROLLER WILL BE FURNISHED AND INSTALLED BY OWNER. CONTROLLER WILL BE JCI MODEL MS-VMA-16XX SERIES. PROGRAMMING AND

COMMISSIONING WILL BE DONE BY OWNER.

FC COMMUNICATION BUS WIRE SHALL BE 22 AWG, PLENUM RATED, TWISTED SHIELDED, 3 CONDUCTOR, WITH BLUE OUTER CASING, DESCRIPTED

AS 22-03 OAS STR PLNM NEON BLU JK DISTRIBUTED BY WINDY CITY WIRE CONSTRUCTED BY CABLE-TEK, OR APPROVED EQUIVALENT.

CONTROLLER MUST HAVE A MINIMUM OF 18 INCHES OF ACCESSIBLE CLEARANCE.

FUSE LOCATED WITHIN 2 FT. OF VMA CONTROLLER.

LOW VOLTAGE WIRE BY DIVISION 23. SEE ELECTRICAL DRAWINGS FOR SOURCE.

VMA TERMINAL INCLUDES CONSTANT VOLUME (CV) UNITS & VARIABLE AIR VOLUME (VAV) UNITS. UNLESS OTHERWISE NOTED, ALL CONTROLWORK SHALL BE BY CONTRACTOR.

CAPS FOR VAV DP TEST PORTS MUST BE 1/4" BRASS PLUGS.

FC COMMUNICATION BUS

WIRE DAISY CHAINED TO

NEXT VMA CONTROLLER

FC COMMUNICATION BUS

WIRE DAISY CHAINED TO

PREVIOUS VMA CNTRLR

LOW VOLTAGE

WIRE

AIR FLOW

MEASURING

TAPS

AIR VALVE

DAMPER

ANNUNCIATOR

PANEL

1. AIR TERMINAL UNITS

1.1 CONTROL SHALL BE THROUGH THE EMCS.

1.2 AIRFLOW RATE: THE AIRFLOW RATE SHALL BE MEASURED BY THE AIRFLOW SENSOR

LOCATED IN THE NECK OF THE AIR TERMINAL UNIT.

1.3 DAMPER CONTROL: THE VOLUME DAMPER SHALL MODULATE TO MAINTAIN THE AIRFLOW

SETPOINT REQUIRED BY THE APPLICABLE MODE OF OPERATION.

1.4 REHEAT COIL VALVE: THE REHEAT COIL VALVE SHALL MODULATE TO MAINTAIN THE SPACE

TEMPERATURE SETPOINT. A DISCHARGE TEMPERATURE SENSOR LOCATED DOWNSTREAM OF THE

REHEAT COIL SHALL MEASURE THE DISCHARGE AIR TEMPERATURE.

1.5 SPACE TEMPERATURE SETBACK (FOR ROOMS WITH OCCUPANCY SENSORS): IF ALL OF THE

OCCUPANCY SENSORS SERVED BY A GIVEN ZONE INDICATE THAT THE ZONE IS UNOCCUPIED

FOR AN ADJUSTABLE TIME PERIOD, THE EMCS SHALL ADJUST THE SPACE TEMPERATURE

SETPOINT TO A PREDETERMINED (ADJUSTABLE) SETPOINT. ONCE ANY OF THE OCCUPANCY

SENSORS SERVED BY A GIVEN ZONE INDICATE THAT THE ZONE IS OCCUPIED, THE EMCS SHALL

CHANGE THE SPACE TEMPERATURE SETPOINT TO THE NORMAL VALUE.

1.6 PRESSURIZATION CONTROL (FOR ROOMS WITH TRACKING PAIRS): THE SUPPLY AIR TERMINAL

UNIT VOLUME DAMPER SHALL MODULATE TO MAINTAIN PROPER TEMPERATURE CONTROL.

THE EXHAUST AIR TERMINAL UNIT VOLUME DAMPER SHALL MODULATE TO MAINTAIN A

CONSTANT OFFSET AIRFLOW INTO OR OUT OF THE ZONE.

EXHAUST

AIR

OUTSIDE

AIR

EF

60-S

S

EF

60-S

802 803

EF M

DM

NO

DM

NO

804

ISO

-DT

ZN

-TP

801

3.

3.1

3.2

3.3

3.4

3.5

3.6

EM

ER

-PN

L

901

DEVICE

ANNUNCIATOR PANEL

DESCRIPTION

EMERGENCY POWER STATUS (HARDWIRED)

POINT NAME

EMER-PNL

TYPE

BI

TAG#

901

SEE ELECTRICAL SHEETS FOR LOCATION OF EMERGENCYANNUNCIATOR PANEL.

1.

GENERAL NOTES:

TAG# TYPE POINT NAME DESCRIPTION DEVICE801 AI ZN-TP ZONE TEMP ZONE SENSOR802 BI EF60-S EXH FAN 60 STATUS CURRENT SWITCH

803 BO EF60-SS EXH FAN 60 START/STOP CONTROL RELAY804 BO ISO-D ISOLATION DAMPER CONTROL ELECTRIC ACTUATOR

TAG# TYPE POINT NAME DESCRIPTION DEVICE1101 BI VMS-ALM VMS ALARMS VMS OUTPUT

5VAV BOX CONTROL DIAGRAM WITH REHEATNO SCALE

FC COMMUNICATION BUSWIRE DAISY CHAINED TOPREVIOUS VMA CNTRLR

LOW VOLTAGEWIRE

7

AIR FLOWMEASURING

TAPS

AIR IN

FC COMMUNICATION BUSWIRE DAISY CHAINED TONEXT VMA CONTROLLER

DDC VMA

CONTROLLER

1

HWS HWR

SUPPLY AIRSENSOR6

AIR OUT

AIR VALVEDAMPER

T

M

KEYED NOTES:

NOTES:

3

5

3

ELECTRICACTUATOR

9

8

VMA TERMINAL INCLUDES CONSTANT VOLUME (CV) UNITS & VARIABLE AIR VOLUME (VAV) UNITS. UNLESS OTHERWISE NOTED, ALL CONTROL

WORK SHALL BE BYCONTRACTOR.

CAPS FOR VAV DP TEST PORTS MUST BE 1/4" BRASS PLUGS.

1.

2.

NC

CO2

SA BUSWIRE

10

1

2

3

4

5

6

7

8

9

10

11

EX

HA

US

T

AIR

EF4-SS

EF4-S1001

1002

EF-61

M

2.

1.

ANY DEVICE REQUIRING POWER MUST BE POWERED BY CONTRACTOR.

SEE SPECIFICATIONS FOR DEVICE SPECIFICATIONS.

GENERAL NOTES:

BLDGEXHAUST

AIR

10.3 EXHAUST FAN OPERATION: THE EXHAUST FAN SHALL RUN CONTINUOUSLY.

TAG # TYPE POINT NAME DESCRIPTION DEVICE

1001 BI EF61-S EXH FAN 61 STATUS CURRENT SWITCH/CONTROL RELAY

1002 BO EF61-SS EXH FAN 61 S/S CONTROL RELAY

CONTROLLER WILL BE FURNISHED AND INSTALLED BY OWNER. CONTROLLER WILL BE JCI MODEL MS-VMA-16XX SERIES. PROGRAMMING AND

COMMISSIONING WILL BE DONE BY OWNER.

NETWORK SENSOR WILL BE FURNISHED BY OWNER & INSTALLED BY CONTRACTOR. NETWORK SENSOR WILL BE JCI NS SERIES.

FC COMMUNICATION BUS WIRE SHALL BE 22 AWG, PLENUM RATED, TWISTED SHIELDED, 3 CONDUCTOR, WITH BLUE OUTER CASING, DESCRIPTED AS22-03 OAS STR PLNM NEON BLU JK DISTRIBUTED BY WINDY CITY WIRE CONSTRUCTED BY CABLE-TEK, OR APPROVED EQUIVALENT.

INSTALLATION OF OCC SENSOR IS WORK OF DIVISION 26, SEE E-SERIES SHEETS FOR FINAL LOCATIONS. A CONTROL CIRCUIT SHALL BE CONNECTED TOALL OCC SENSORS AS WORK OF DIVISION 23. A CONTROL SIGNAL SHALL BE RELAYED TO THE VAV TERMINAL UNIT THAT SERVES THAT SPACE. INLOCATIONS WHERE MULTIPLE OCC SENSORS ARE PRESENT, ALL SENSORS SHALL BE MONITORED AND TRANSMIT A SIGNAL TO THE VAV TERMINAL UNIT

WITHIN THAT SPACE. ALL SENSORS SHALL BE WIRED IN PARALLEL.

CONTROLLER MUST HAVE A MINIMUM OF 18 INCHES OF ACCESSIBLE CLEARANCE.

VAV SUPPLY TEMP SENSOR 1000 OHM PLATINUM RTD LOCATED APPROX. 8 FT. FROM VAV BOX DISCHARGE. PROVIDED, INSTALLED, & WIRED TOCONTROLLER BY CONTRACTOR.

FUSE LOCATED WITHIN 2 FT. OF VMA CONTROLLER.

LOW VOLTAGE WIRE BY DIVISION 23. SEE ELECTRICAL DRAWINGS FOR SOURCE.

VALVE WITH PROPORTIONAL 0-10 VOLT ACTUATOR OR EQUIVALENT.

SA BUS WIRE SHALL BE 22 AWG, PLENUM RATED, TWISTED SHIELDED, 4 CONDUCTOR.

CO2 SENSOR. SEE PLANS FOR LOCATIONS.

EXHAUST FANS

CONTROL SHALL BE THROUGH THE EMCS.

START/STOP: THE EXHAUST FAN (EF) SHALL BE STARTED AND STOPPED BY THE EMCS

OR MANUALLY FROM THE OPERATOR'S WORKSTATION THROUGH CONTROL RELAYS.

EXHAUST FAN: THE EXHAUST FAN SHALL RUN CONTINUOUSLY AFTER RECEIVING A

START COMMAND.

IF THE EXHAUST FAN HAS BEEN COMMANDED TO START AND THE EXHAUST FAN

CURRENT TRANSFORMER (CT) INDICATES THE FAN IS NOT RUNNING, THE EXHAUST FAN

SHALL STOP AND AN ALARM SHALL BE SIGNALED.

DAMPER CONTROL: ON A COMMAND FOR A SYSTEM START, THE EXHAUST FAN

ISOLATION DAMPER AND LOUVER ISOLATION DAMPER SHALL OPEN. ONCE THE

DAMPERS ARE OPEN, THE EXHAUST FAN SHALL START. ON A STOP COMMAND, THE

ISOLATION DAMPERS SHALL CLOSE.

COOLING MODE: ON A CALL FOR COOLING, THE SYSTEM SHALL BE GIVEN A START

COMMAND AND SHALL RUN CONTINUOUSLY UNTIL THE TEMPERATURE SETPOINT IS

REACHED.

HEATING MODE: ON A CALL FOR HEATING, THE SYSTEM SHALL BE GIVEN A STOP

COMMAND.

PENTHOUSE

MECHANICAL ROOM

DDC POINTS LIST

EF-3

ANNUNCIATOR PANEL POINTS LIST

Kansas City, Missouri

2020 Baltimore, Suite 300

Kansas City, MO 64108-1914

816 474.8237 Fax 816 474.8233

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Mechanical Controls

M6.02

TCEP No.: 624-151-18

University of MissouriMedical ScienceBuilding - ResearchVivarium Upgrade &Maintenance

NOVEMBER 07, 2018

CONTRACT DOCUMENTS

MU Project # CP180641

11/07/2018 CONTRACT DOCUMENTSA - 001 11/21/18 ADDENDUM #001

001A

001A

Page 19: ADDENDUM # 001 DATE: 11-26-18 Page 1 of 5 TO CONTRACT ...operations-webapps.missouri.edu/pdc/adsite/projects...CONSULTANT: The Clark Enersen Partners 2020 Baltimore Avenue Suite 300

TYPICAL BLDG-DP DPT ARRANGEMENT

NO SCALE

EXISTING MECHANICAL ROOMPANEL LOCATION:

NO SCALE

MECHANICAL ROOM M141PANEL LOCATION:

NO SCALE

TO BE DETERMINEDPANEL LOCATION:

**NOTE - BOTTLE WASHER CONTROL SIMILAR**

17

19

EMERG. CHILLED WATER PUMP

SEQUENCE OF OPERATIONS

SEQUENCE OF OPERATIONS

HEATING WATER PUMPS

EMERGENCY CHILLED WATER

PUMP CONTROL SCHEMATIC

EXISTING HOT WATER SYSTEM

CONTROLS SCHEMATIC

13

CONTROLS SCHEMATIC18

EF-62 / CAGE WASHER

DDC POINTS LIST

EF-62 / CAGE WASHER

EXHAUST FAN EF-62 / CAGE WASHER

SEQUENCE OF OPERATIONS

SIGNAL TO ASC

LOCATE VENTS AT ALL HIGH POINTS IN TUBING LINES.

DPT MUST BE ACCESSIBLE AND LOCATED 5' ABOVE FLOOR UNLESSAPPROVED BY OWNERS REPRESENTATIVE. SEE MECH. DRAWINGSFOR LOCATION.

BYPASS VALVE ASSEMBLY TO BE PRE-MANUFACTURED. SEESPECIFICATIONS.

ENERGIZE DPT PER MANUFACTURER'S RECOMMENDATIONS TOENSURE MEMBRANE IS NOT DAMAGED.

1.

2.

3.

4.

REQUIREDPOWER BY TCC

3/8" COPPERTUBING (TYP.)

GAGE COCK

(TYPICAL)

VENT

1/2" BALL VALVE

DPT

L

VENT

BYPASS VALVE

ASSEMBLY

H

VENT

4-20 mA

1/2" NPT THREAD-O-LET

RETURN PIPE

C/H WATER

SUPPLY PIPE

C/H WATER VENT

NO SCALE

LOCATE DPT AS SHOWN ON PLANS. CONTROL WIRINGFROM DPT MUST BE RUN BACK TO SAME CONTROLLERWITH CHILLED WATER PUMP SPEED CONTROL OUTPUT.

KEYED NOTES1

1

NOTES:

FRONT VIEW

6" x 6" WIRE TROUGH

FLOOR

120 VAC INPUT POWERDEDICATED 15A CIRCUIT

I/O

SIDE VIEW

FLOOR

EXP. ANCHORS

WAL

L

14ASC PANEL MOUNTING DETAILNO SCALE

BY DIVISION 16

3'-6

" TYP

ICAL

3' MIN DISTANCE

OPTIONAL FLOOR MOUNT

NOTES:

FRONT VIEW

FLOOR

1-1/2" UNISTRUTCHANNEL (2)

6" x 6" WIRE TROUGH

3/4" (MIN)

SIDE VIEW

FLOOR

EXP. ANCHORS

CHANNEL (2)1-1/2" UNISTRUT

VFD

WAL

L

12VFD MOUNTING DETAILNO SCALE

3'-6

" T

YP

ICA

L

8"(M

IN)

VFD

(TYPICAL)

TO POWER

OPTIONAL FLOOR MOUNT

18. EXHAUST FANS

18.1 CONTROL SHALL BE THROUGH THE EMCS. FANS ARE INTENDED TO RUN 24/7.

18.2 START/STOP: IF AN EXHAUST FAN IS GIVEN A START COMMAND, THE FAN SHALL START. IF THE EXHAUST

FAN CURRENT TRANSFORMER (CT) INDICATES THAT THE FAN IS NOT RUNNING, THE FAN SHALL BE SENT

A STOP COMMAND AND THE EMCS SHALL ALARM.

KEYED NOTES1

2

1

2

VENTILATION DAMPER LOCATED BETWEEN HOOD ON

CLEAN SIDE AND EXHAUST MAIN, SEE PLANS FORLOCATION.

POV (POWER-OPERATED VENT) PROVIDED WITH

EQUIPMENT, DO NOT CONNECT TO BMS

VARIABLE FREQUENCY DRIVE (VFD) IS PROVIDED AND INSTALLED BY CONTRACTOR.

KEEP ALL LOW VOLTAGE CONTROL WIRING (UNDER 25V) AND HIGH VOLTAGE POWER WIRING (OVER 25V) SEPARATED.(RUN IN SEPARATE CONDUIT).

PLYWOOD SIZE IS BASED ON ONE VFD IN EACH LOCATION. FOR MULTIPLE VFD'S, COORDINATE WITH OWNER'SREPRESENTATIVE.

POWER TO DRIVE AND LEADS TO MOTOR MUST BE IN SEPARATE CONDUIT.

INSTALL ISO TRANSFORMER IF REQUIRED.

DO NOT PLACE ISO TRANSFORMER BELOW VFD.

IF REMOTE SERVICE DISCONNECT IS REQUIRED IT MUST BE HARDWIRED TO VFD SAFTEY CIRCUIT TO SHUT DOWNDRIVE IF DISCONNECT IS OPENED.

1.

2.

3.

4.

5.

6.

7.

EXTEND 3/4" PLYWOOD

1" BELOW BOTTOM OF VFD

SIZE FOR VFD POWER

REQUIREMENTS

EXTEND 3/4" PLYWOOD 6" WIDER

THAN VFD ON BOTH SIDES

3/4" PLYWOOD PAINT BOTH

SIDES & ENDS MACHINE GRAY

VFD

DISCONNECTSIZE FOR MOTOR LOAD

POWER REQUIREMENTS

DO NOT PLACE

ISO BELOW VFD

EXTEND 3/4" PLYWOOD

3" ABOVE TOP OF VFD

POST

BASE (2)

BRACE

FITTING (2)

4'x4'x3/4" PLYWOOD (MIN)

(PAINT FRONT AND

ENDS MACHINE GRAY.)

1-1/2" UNISTRUT

CHANNEL (2)

ASC CONTROLLERS ARE SUPPLIED BY OWNER AND MOUNTED BY CONTRACTOR.

KEEP ALL LOW VOLTAGE CONTROL WIRING ( UNDER 25V) AND LOW VOLTAGE POWERWIRING (OVER 25V) SEPARATED. (RUN IN SEPARATE CONDUIT).

PLYWOOD SIZE IS BASED ON THE NUMBER OF CONTROLLERS IN EACH LOCATION.COORDINATE WITH OWNERS REPRESENTATIVE.

4/0 BOX WITH PULL CHAIN.

18W LED LIGHT WITH GUARD.

1.

2.

3.

3/4" CONDUIT

1" CONDUITMINIMUM

6"x6" WIRE

TROUGH

1-1/2" UNISTRUT

CHANNEL (2)

4'x4'x3/4" PLYWOOD (MIN)

(PAINT FRONT AND ENDS

MACHINE GRAY)

3/4" CONDUIT

4/0 BOX WITH

PULL CHAIN. 18W

LED WITH GUARD.

ASC ASC2" MIN. CONDUIT (2)

POST

BASE (2)

BRACE

FITTING (2)

3 BREATHER VENT DAMPER CONTROL HARDWIRED TO

EQUIPMENT, DO NOT CONNECT TO BMS

HC

P10

-SC

(E

)

HC

P10

-SS

(E

)

HC

P10

-S (

E)

M

VFD

HCP-10 (E)

GENERAL NOTES:1. SEE SPECIFICATIONS AND PIPING SCHEMATIC DRAWINGS FOR

ADDITIONAL REQUIRED VALVES, PIPE ACCESSORIES, ETC.

2. HEATING WATER PUMPS

2.1 CONTROL SHALL BE THROUGH THE EMCS.

2.2 EMERGENCY OPERATION: THE INTENT IS FOR THE EXISTING HCP-10 TO RUN WHEN THE

GENERATOR SERVING THE VIVARIUM IS STARTED TO PROVIDE HEATING WATER TO THE

AHU'S. THE CIRCULATING HEATING WATER PUMP SHALL OPERATE IN THE SAME FASHION AS

THE EXISTING SEQUENCE OF OPERATIONS USING THE EXISTING CONTROL PANEL AND

CONTROL DEVICES (DP SHOWN). SEE ELECTRICAL SHEETS: THE EXISTING CONTROL PANEL

POWER TO ALSO BE BACKED UP ON EMERGENCY POWER.

UNIT HEATER/CABINET UNIT HEATER

SEQUENCE OF OPERATIONS

EC

WP

1-S

C

EC

WP

1-S

S

EC

WP

1-S

M

VFD

ECWP-1

19011903 1902

- - -

HW

-DP

(E

)

DPT

-

CW

-DP

DPT

1904

TAG# TYPE POINT NAME DESCRIPTION DEVICE

1904 AI CW-DP CW DIFF PRESSURE DIFF PRESSURE TRANSMITTER

1901 AO ECWP1-SC ECW PUMP 1 SPEED CONTROL VFD

1902 BI ECWP1-S ECW PUMP 1 STATUS CURRENT SWITCH1903 BO ECWP1-SS ECW PUMP 1 START/STOP CURRENT RELAY

TAG# TYPE POINT NAME DESCRIPTION DEVICE- AO HCP10-SC (E) HW PUMP 10 SPEED CONTROL VFD (E)

- BI HCP10-S (E) HW PUMP 10 STATUS CURRENT SWITCH (E)- BO HCP10-SS (E) HW PUMP 10 START/STOP CONTROL RELAY (E)- AI HW-DP (E) HW DIFF PRESSURE DIFF PRESSURE TRANSMITTER (E)

CAMPUS CHILLEDWATER LOOP SUPPLY

CAMPUS CHILLEDWATER LOOP RETURN

1.

2.

NOTES:

1

2

3

4

5

KEYED NOTES:

100 VA

PSH500A

1

100 VA

100 VA

100 VA

100 VA

DISCONNECT

SWITCH

24V

COM

24V

COM

24V

COM

24V

COM

24V

COM

480

277

240

120

COM

OFF

ON

OFF

ON

OFF

ON

OFF

ON

OFF

ON

RIB AC

3

2

BREAKER

SWITCH

ENCLOSED AC POWER SUPPLY

POWER

SUPPLY/TRANSFORMER

5

4

(FUSE)

6

6 7

7

ALL CONDUIT AND WIRING SHALL BE BY CONTRACTOR.

CONNECT CONTROL POINTS TO NEAREST DDC CONTROLLER.

TWO POSITION ELECTRIC ACTUATOR.

1000 OHM PLATINUM ZONE SENSOR LOCATED IN AREA SERVED BY UNIT HEATER. DO

NOT INSTALL IN DIRECT PATH OF UNIT HEATERDISCHARGE.

1

2

3

4

4

16UH/CUH DETAILNO SCALE

KEYED NOTES:

3

AIR OUTAIR IN

HOT WATERHEATING COIL

T

ZONE SENSOR

M

ELECTRICACTUATOR

HW

S

HW

R

DEVICE

ZONE SENSOR

CONTROL RELAY

POINT NAME

ZN-T

UH-C

TAG#

1601

1602

TYPE

AI

BO

DESCRIPTION

ZONE TEMP

UNIT HEATER COMMAND

UNIT HEATER DDC POINT LIST

1602UH-C

1601ZN-T

EXHAUSTAIR

EF62-SS

EF62-S1801

1802

EF-5M

2.

1.

ANY DEVICE REQUIRING POWER MUST BE POWERED BY CONTRACTOR.

SEE SPECIFICATIONS FOR DEVICE SPECIFICATIONS.

GENERAL NOTES:

DMNO

1803EXH-D E

S ED-ES1804

DM

NO

1806VENT-DDM

NC

TO CLEAN SIDE CANOPY HOOD

1805POV-D

18.3 DAMPER CONTROL: ON A COMMAND FOR A SYSTEM START, THE EXHAUST FAN DAMPER SHALL OPEN.

ONCE THE DAMPER IS OPEN, THE EXHAUST FAN SHALL START. ON A STOP COMMAND, THE ISOLATION

DAMPERS SHALL CLOSE.

TO BOTTLE WASHER (CONTROLLED SIMILAR) AND

AUTOCLAVE HOODS (CONSTANT VOLUME)

TAG # TYPE POINT NAME DESCRIPTION DEVICE

1801 BI EF62-S EXH FAN 62 STATUS CURRENT SWITCH/CONTROL RELAY

1802 BO EF62-SS EXH FAN 62 S/S CONTROL RELAY

1803 BO EXH-D EXHAUST DAMPER CONTROL ELECTRIC ACTUATOR

1804 BI ED-ES EXHAUST DAMPER END SWITCH END SWITCH

1805 BO VENT-D BREATHER VENT DAMPER CONTROL ELECTRIC ACTUATOR

1806 BO POV-D POWER OPERATED VENT PROVIDED WITH EQUIPMENT

18.4 CAGE WASHER / BOTTLE WASHER CONTROL: THE VENTILATION DAMPER SHALL BE CONNECTED TO

THE WASHER CONTROL PANEL AND LINKED WITH THE COMMAND OF THE POWER OPERATED VENT

(POV). WHEN THE POV OPENS, THE VENTILATION DAMPER SHALL CLOSE AND VICE-VERSA. THE

INTENT IS TO ALWAYS PULL THROUGH THE CLEAN SIDE HOOD AND EITHER GO THROUGH THE

BREATHER VENT INTO THE CAGE WASHER TO BE EXHAUSTED, OR EXHAUST DIRECTLY THROUGH

THE HOOD TO THE EXHAUST FAN. IF EITHER DOOR OF THE WASHER IS OPENED, THE POV SHALL

CLOSE AND THE VENTILATION DAMPER SHALL OPEN.

EACH SECONDARY OUTPUT LINE CAN POWER 3-5 VAV CONTROLLERS MAXIMUM. (100 VA)

PRIMARY LINE INFO: 480/277/240/120 Vac, #12 AWG MINIMUM

SECONDARY LINE INFO: 24 Vac, #12-26 AWG, 100 VA. MAX LENGTH 175 FEET USING #14 AWG

DISCONNECT SWITCH REQUIRED, EXTERNALLY MOUNTED WITHIN 12 INCHES OF RIB POWER SUPPLY

500VA POWER SUPPLY - INCLUDED IN RIB MODEL# PSH500A OR APPROVED EQUIVALENT

ALL SECONDARY LINES MUST BE LABELED IN ENCLOSURE AS TO WHICH VAV'S THEY POWER PRIOR TOENERGIZING POWER SUPPLY

A SEPARATE 3 AMP FUSE IS REQUIRED WITHIN 3 FEET OF EACH VAV

SECONDARY LINE CAN BE RAN IN SAME CONDUIT AS FC BUS

ENCLOSED POWER SUPPLY MUST BE LOCATED IN ELECTRICAL ROOM, MECHANICAL ROOM, OR JANITOR'SCLOSET AND BE ACCESSIBLE. ANY OTHER LOACAION MUST BE APPROVED BY THE OWNER'SREPRESENTATIVE

19. CHILLED WATER PUMPS

19.1 CONTROL SHALL BE THROUGH THE EMCS.

19.2 START/STOP: THE PUMP IS INTENDED TO OPERATE WHEN THE EMERGENCY

GENERATOR IS STARTED. IF THE CHILLED WATER PUMP IS GIVEN A START

COMMAND, THE PUMP SHALL START. IF THE CHILLED WATER PUMP CURRENT

TRANSFORMER (CT) INDICATES THE PUMP IS NOT RUNNING,THE EMCS SHALL

ALARM AND THE NEXT PUMP SHALL BE SENT A START COMMAND.

19.3 CHILLED WATER PRESSURE CONTROL: THE PUMP WILL UTILIZE THE

DIFFERENTIAL PRESSURE SENSOR TO CONTROL PUMP SPEED. THE CHILLED

WATER PUMP VFD SHALL MODULATE THE CHILLED WATER PUMP SPEED TO

MAINTAIN THE CHILLED WATER DIFFERENTIAL PRESSURE SETPOINT

(ADJUSTABLE). ONCE THE PUMP DROPS TO MINIMUM SPEED AND THE VALVE

CLOSES BELOW A DETERMINED SETPOINT (ADJUSTABLE) THE PUMP SHALL STOP.

NOTES:

FIRST FLOOR

PENTHOUSE

15FC BUS SCHEMATIC DIAGRAMNO SCALE

HRU's

VAV VAV

AH-89AH-88 VAV VAV

BASEMENT

AIR-CUITY

IMS

NAENET-

WORKPANEL

PH M297

MR G001

FC BUS TO BE CONTINUOUS DAISY CHAIN WITHOUT SPLICES. CONNECTIONS CAN ONLY BEMADE AT CONTROLLERS. SEE PLANS FOR QUANTITY AND LOCATIONS OF VAVCONTROLLERS.

OWNER WILL MAKE TERMINATION CONNECTIONS AT PANELS. LOCATE PANELS IN SAMEROOM AS EQUIPMENT SERVED.

FC COMMUNICATION BUS WIRE SHALL BE 22 AWG, PLENUM RATED, TWISTED SHIELDED, 3CONDUCTOR, WITH BLUE OUTER CASING, DESCRIPTED AS 22-03 OAS STR PLNM NEON BLUJK DISTRIBUTED BY WINDY CITY WIRE, CONSTRUCTED BY CABLE-TEK, OR APPROVEDEQUIVALENT.

ROUTE 34" CONDUIT WITH PULL STRING FROM BASEMENT TO PENTHOUSE AS SHOWN FOR

OWNER INSTALLED CAT 6 CABLE. NO LB'S. COORDINATE TERMINATION POINTS WITHOWNERS REP.

COORDINATE FIELD ROUTING WITH OWNERS REPRESENTATIVE.

1.

2.

3.

4.

5.

FC BUS

3/4" CONDUIT

2. CONNECT POINTS TO NEAREST FEC CONTROLLER.

HEATING WATER SYSTEM DDC POINTS LIST

CHILLED WATER SYSTEM DDC POINTS LIST

Kansas City, Missouri

2020 Baltimore, Suite 300

Kansas City, MO 64108-1914

816 474.8237 Fax 816 474.8233

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Mechanical Controls

M6.03

TCEP No.: 624-151-18

University of MissouriMedical ScienceBuilding - ResearchVivarium Upgrade &Maintenance

NOVEMBER 07, 2018

CONTRACT DOCUMENTS

MU Project # CP180641

11/07/2018 CONTRACT DOCUMENTSA - 001 11/21/18 ADDENDUM #001

001A

Page 20: ADDENDUM # 001 DATE: 11-26-18 Page 1 of 5 TO CONTRACT ...operations-webapps.missouri.edu/pdc/adsite/projects...CONSULTANT: The Clark Enersen Partners 2020 Baltimore Avenue Suite 300

PACKAGED AIR HANDLING UNIT SCHEDULE

EQUIPMENT MARK: AHU-88 (AHU-89 SIMILAR) BLANK / HUMIDIFIER GRID SECTION:

LOCATION: PENTHOUSE MECHANICAL ROOM Airflow (CFM): 27,500

Steam Flowrate (LB/HR): 1323.47 AT 7 PSI

UNIT TYPE: Grid Manufacturer and Model: PROVIDED WITH AHU

Draw Thru / Blow Thru DRAW THRU Remarks: DOUBLE-SLOPED IAQ DRAIN PAN, INSTALL BLANK-OFF PANELS AS

Sgl Zone/Dual Duct/VAV VARIABLE AIR VOLUME REQUIRED, DIRECT INJECT STEAM, NON-JACKETED SINGLE TUBE DISPERSION

Cooling Medium/Heating Medium CHILLED WATER/HOT WATER

ACCESS SECTION

UNIT ARRANGEMENT: Remarks: MIN. 24" MODULE LENGTH, ACCESS DOOR, COMPARTMENT LIGHT

Horizontal/Vertical HORIZONTAL BACK OPENING, FRONT OPENING.

Fan Discharge Arrangement TOP

COOLING COIL: CC-88A/88B

MANUFACTURER AND MODEL: TRANE PERFORMANCE CLIMATE CHANGER SIZE 57 Coil Airflow (CFM): 27,500

OR APPROVED EQUIVALENT Minimum Coil Face Area (Sqft.): 56.5

Maximum Coil Face Velocity (FPM): 487

UNIT COMPONENTS IN DIRECTION Total Coil Capacity (MBH): 2438.8

OF AIR FLOW: OUTSIDE AIR / FILTER SECTION Sensible Coil Capacity (MBH): 1301.4

HEAT RECOVERY COIL HRC-1A/1B Entering Air Temperature DB / WB (Deg. F): 95.0 / 78.0

EXTENDED-MEDIUM ACCESS SECTION Leaving Air Temperature DB / WB (Deg. F): 52.5 / 52.4

PREHEAT COIL PHC-88 Air Pressure Drop (in w.g.) 1.12

EXTENDED-MEDIUM ACCESS SECTION Fluid Type: CHILLED WATER

BLANK / HUMIDIFER GRID SECTION Water Temperature EWT / LWT (Deg. F): 46 / 60

EXTENDED-MEDIUM ACCESS SECTION Water Pressure Drop (ft w.g.): 23.6

COOLING COIL SECTION CC-88A/88B Water Flowrate (GPM) 347.4

EXTENDED-MEDIUM ACCESS SECTION Rows / Fins per Foot: 8 / 139

SUPPLY FAN SECTION SF-88A - SF-88D Coil Tube Diameter / Material: 5/8" / 0.025" COPPER TUBE

SILENCER SECTION Remarks: SAME-SIDE COIL CONNECTION, DRAINABLE COIL, DOUBLE-SLOPED IAQ DRAIN PAN

HEPA FILTER SECTION

DISCHARGE PLENUM ACCESS SECTION

Remarks: MIN. 24" MODULE LENGTH, ACCESS DOOR, COMPARTMENT LIGHT

AIR MIXING / FILTER SECTION: BACK OPENING, FRONT OPENING.

Remarks: MIN. 48" MODULE LENGTH, ACCESS DOOR, COMPARTMENT LIGHT, STRAIGHT PRE-FILTERS

PARALLEL BLADE DAMPER, TOP FRONT OPENING. FAN SECTION: SF-88A - 88D

Module Air Pressure Drop (in. w.g.): 1.09 Type: PLENUM

Design Airflow (CFM): 27,500 Airflow (CFM): 27,500 (6875 EA)

Filter Face Area (Sqft): 100.0 External Static Pressure (in w.g.): 3.50

Filter Face Velocity (FPM): 275 Total Static Pressure (in w.g.): 7.99

Filter Bank Pressure Drop (in w.g.): 1.00 Fan BHP / RPM: 13.8 / 2990 (EACH) 55.2 TOTAL

Filter Type / Efficiency: 2" PLEATED / MERV 8 Motor HP / RPM: 15 / 1750 (EACH) 60 TOTAL

Remarks: ACCESS DOOR, COMPARTMENT LIGHT, MAGNAHELIC GAUGE ACROSS FILTER BANK MOUNTED ON Motor VOLTAGE / PHASE / HERTZ: 460 / 3 / 60

OUTSIDE OF UNIT. AIR PRESSURE DROP FOR "DIRTY" FILTERS. CAULK/SEAL FILTER RACKS AIRTIGHT Motor Class / Drive Service Factor: NEMA PREMIUM ODP

TO ENSURE ALL AIR TRAVELS THROUGH FILTER MEDIA. Vibration Isolators: 2" SEISMIC

Fan Wheel: No./Size/Blade Type: 4 / 20" DD PLENUM

HEAT RECOVERY COIL: HRC-1A/1B Remarks: VFD SPEED CONTROL, HIGH EFFICIENCY MOTOR, ACCESS DOOR,

Coil Airflow (CFM): 27,500 COMPARTMENT LIGHT, EXTENDED LUBE LINES, FACTORY-PROVIDED

Minimum Coil Face Area (Sqft): 56.50 FAN BASE WITH MOUNTED FAN AND MOTOR, 120V/1P RECEPTACLE

Maximum Coil Face Velocity (FPM): 487

SILENCER SECTION:

Summer Performance: Design Airflow (CFM): 27,500

Total Coil Capacity (MBH): 346.4 Silencer Length (ft): 3.00

Sensible Coil Capacity (MBH): 346.4 Air Pressure Drop (in. w.g.): 0.08

Entering Air Temperature DB / WB (Deg. F): 95.0 / 78.0 Remarks: DISSIPATIVE TYPE

Leaving Air Temperature DB / WB (Deg. F): 83.7 / 75.8

Air Pressure Drop (in. w.g.): 0.5 HEPA FILTER SECTION:

Water Temperature EWT / LWT (Deg. F): 78.6 / 90.2 Design Airflow (CFM): 27,500

Water Pressure Drop (ft. w.g.): 4.01 Filter Face Area (Sqft): 57

Filter Face Velocity (FPM): 482

Winter Performance: Filter Bank Pressure Drop (in w.g.): 2.00

Total Coil Capacity (MBH): 774.25 Filter Type / Efficiency: HEPA FILTER 99.97% EFFICIENT

Sensible Coil Capacity (MBH): 774.25 Remarks: ACCESS DOOR, COMPARTMENT LIGHT, MAGNAHELIC GAUGE ACROSS FILTER BANK MOUNTED ON

Entering Air Temperature (Deg. F): 0.0 OUTSIDE OF UNIT. AIR PRESSURE DROP FOR "DIRTY" FILTERS. CAULK/SEAL FILTER RACKS AIRTIGHT

Leaving Air Temperature (Deg. F): 31 TO ENSURE ALL AIR TRAVELS THROUGH FILTER MEDIA.

Air Pressure Drop (in. w.g.): 0.46

Water Temperature EWT / LWT (Deg. F): 50 / 21.5 AHU-1 SOUND DATA:

Water Pressure Drop (ft. w.g.): 4.66 Supply Top / Outdoor / Casing:

1st Octave Band: 79 / 91 / 89

Coil Data: 2nd Octave Band: 82 / 84 / 90

Fluid Type: 40% PROPYLENE GLYCOL 3rd Octave Band: 74 / 87 / 89

Water Flowrate (GPM): 60.0 4th Octave Band: 69 / 83 / 91

Rows / Fins per Foot: 6 / 132 5th Octave Band: 61 / 83 / 88

Remarks: SAME-SIDE COIL CONNECTION, DRAINABLE COIL, 0.035" THICK COPPER TUBE, ALUMINUM FINS, 6th Octave Band: 61 / 83 / 79

DOUBLE-SLOPED IAQ DRAIN PAN 7th Octave Band: 65 / 81 / 79

8th Octave Band: 58 / 71 / 75

ACCESS SECTION

Remarks: MIN. 24" MODULE LENGTH, ACCESS DOOR, COMPARTMENT LIGHT DISCHARGE PLENUM

BACK OPENING, FRONT OPENING. Remarks: MIN. 48" MODULE LENGTH, ACCESS DOOR, COMPARTMENT LIGHT

BACK OPENING, TOP OPENING.

PREHEAT COIL: PHC-1

Coil Airflow (CFM): 27,500 ADDITIONAL REMARKS: 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11

Coil Capacity (MBH) 1567 (APPLIES TO AHU-1 AND AHU-2)

Coil Face Velocity (FPM) 487 SCHEDULE NOTES (APPLY TO AHU-1 AND AHU-2):

Air Temperature EAT / LAT (Deg. F): 0 / 52.5 1. ALL FANS TO BE PROVIDED WITH FIXED PITCH SHEAVES AND EXTENDED LUBE LINES TO OUTSIDE OF CASING.

Air Pressure Drop (in w.g.): 0.08 2. PROVIDE MIN 12"x12" VIEWING WINDOWS ON ACCESS DOORS AT ALL FAN AND DAMPER SECTIONS.

Fluid Type: HOT WATER 3. PROVIDE MINIMUM 6" HIGH BASE RAILS FOR MOUNTING TO EQUIPMENT PAD, UPSIZE IF NECESSARY FOR CONDENSATE TRAP, SEE DETAILS

Water Temperature EWT / LWT (Deg. F): 180 / 160 SHEET.

Water Flowrate (GPM) 165.9 4. ALL COIL AND FAN PERFORMANCE DATA SUBMITTALS MUST BE COMPUTER GENERATED - NO EXCEPTIONS.

Water Pressure Drop (ft. w.g.): 21.1 5. PROVIDE DOUBLE WALL CONSTRUCTION WITH 2" THICK, 3.0 LB DENSITY INSULATION.

Rows / Fins per Foot: 1 / 99 6. ALL FAN MOTORS SHALL INVERTER DUTY TYPE AND MEET NEMA MG 1 MINIMUM FULL LOAD EFFICIENCIES.

Coil Tube Diameter / Material: 5/8" / 0.025" COPPER TUBE 7. SEE MECHANICAL SHEETS FOR AHU CONFIGURATION. MAX UNIT DIMENSIONS: 422" L X 126" W X 89" H. MAX WEIGHT OF 17,000 LB.

Remarks SAME-SIDE COIL CONNECTION, DRAINABLE COIL, 120V/1P RECEPTABLE ON EACH SIDE OF MODULE 8. ALL FILTER PRESSURE DROPS CALCULATED AT DIRTY CONDITIONS.

9. PROVIDE INDIVIDUAL LIGHT CIRCUIT AND RECEPTACLE CIRCUIT, EACH PRE-WIRED.

ACCESS SECTION 10. ALL DAMPERS SHALL BE LOW-LEAK CONSTRUCTION, EQUIVALENT TO RUSKIN CD-60.

Remarks: MIN. 24" MODULE LENGTH, ACCESS DOOR, COMPARTMENT LIGHT 11. AIRFLOW VALUES ARE LISTED FOR CURRENT DESIGN. AHU MUST BE SIZED AND CAPABLE OF 120% OF SCHEDULED CAPACITIES.

BACK OPENING, FRONT OPENING. 12. PROVIDE BLANK-OFF PLATES FOR EACH FAN FOR MAINTENANCE.

GENERAL NOTES:

1. ELECTRICAL CONTRACTOR WILL PROVIDE (2) 120V/1P CIRCUITS, (1) FOR AHU LIGHTS AND (1) FOR AHU RECEPTACLES.

2. PROVIDE DIGITAL TIME SWITCHES, WATTSTOPPER MODEL TS-400-120V OR EQUIVALENT FOR AHU LIGHTS.

3. LIGHT LEVELS IN SECTIONS WITH LIGHTS SHALL BE MINIMUM 20 FC. PROVIDE ADD'L FIXTURES AS REQUIRED.

EXHAUST FAN / HEAT RECOVERY SCHEDULE

EQUIPMENT MARK: HRH-1 (HRH-2 SIMILAR)

LOCATION: PENTHOUSE

UNIT TYPE: HEAT RECOVERY / EXHAUST FAN

MANUFACTURER AND MODEL: TRANE PERFORMANCE CLIMATE CHANGER SERIES

OR EQUIVALENT, SIZE 57

UNIT COMPONENTS IN DIRECTION AIR MIXING SECTION

OF AIR FLOW: HEAT RECOVERY COIL HRC-1C / 1D

EXTENDED-MEDIUM ACCESS SECTION

EXHAUST FAN SECTION EF-1A, 1B, 1C, 1D

AIR MIXING SECTION:

Exhaust Air Entering Location: TOP

Openings: TOP OPENING W/ PARALLEL BLADE DAMPER, FULL FACE FRONT OPENING.

Design Airflow (CFM): 23,000

Damper Face Area (Sqft): 22.8

External Air Pressure Drop (in. w.g.): 0.15

Module Air Pressure Drop (in. w.g.): 0.62

Filter Data:

Filter Type / Efficiency: 2" PLEATED / MERV 8

Design Airflow (CFM): 23,000

Filter Face Area (Sqft): 100.0

Filter Face Velocity (FPM): 230

Total Filter Pressure Drop (in w.g.): 1.00 (AIR PRESSURE DROP FOR "DIRTY" FILTERS.)

Remarks: MAGNAHELIC GAUGE ACROSS FILTER BANK MOUNTED ON OUTSIDE OF UNIT. CAULK/SEAL FILTER

RACKS AIRTIGHT TO ENSURE ALL AIR TRAVELS THROUGH FILTER MEDIA. PROVIDE W/

ACCESS DOOR AND COMPARTMENT LIGHT.

PROVIDE SHIPPING SPLIT BETWEEN MIXING AND COIL SECTION TO ACCOMMODATE EXPANSION

JOINT AND FLEXIBLE DUCT CONNECTION, SEE PLAN.

HEAT RECOVERY COIL: HRC-1C/1D

Coil Airflow (CFM): 23,000

Minimum Coil Face Area (Sqft): 56.50

Maximum Coil Face Velocity (FPM): 407

Summer Performance:

Total Coil Capacity (MBH): 323.8

Entering Air Temperature DB (Deg. F): 72.0

Leaving Air Temperature DB (Deg. F): 84.9

Air Pressure Drop (in. w.g.): 0.45

Water Temperature EWT / LWT (Deg. F): 78.4 / 90.2

Water Pressure Drop (ft. w.g.): 4.5

Winter Performance:

Total Coil Capacity (MBH): 774.5

Entering Air Temperature (Deg. F): 70 / 52

Leaving Air Temperature DB / WB (Deg. F): 37.1 / 36.9

Air Pressure Drop (in. w.g.): 0.46

Water Temperature EWT / LWT (Deg. F): 21.5 / 50

Water Pressure Drop (ft. w.g.): 4.3

Coil Data:

Fluid Type: 40% PROPYLENE GLYCOL

Water Flowrate (GPM): 60.0

Rows / Fins per Foot: 6 / 132

Remarks: MIN. 24.5" SECTION LENGTH, ACCESS DOOR, COMPARTMENT LIGHT, SAME-SIDE COIL CONNECTION,

DRAINABLE COIL, 0.020" THICK COPPER TUBE, ALUMINUM FINS, DOUBLE-SLOPED IAQ DRAIN PAN.

ACCESS SECTION

Remarks: MIN. 24" MODULE LENGTH, ACCESS DOOR, COMPARTMENT LIGHT

BACK OPENING, FRONT OPENING.

FAN SECTION: EF-1A, 1B, 1C, 1D

Type: PLENUM

Airflow (CFM): 23000 (5750 EA)

External Static Pressure (in w.g.): 3.00

Total Static Pressure (in w.g.): 5.25

Fan BHP / RPM: 7.34 / 2259 (EACH) 29.4 TOTAL

Motor HP / RPM: 7.5 / 1800 (EACH) 30 TOTAL

Motor VOLTAGE / PHASE / HERTZ: 460 / 3 / 60

Motor Class / Drive Service Factor: ODP EPACT / 1.5 FIXED

Vibration Isolators: INTERNAL SPRING - MINIMUM 2" DEFLECTION

Fan Wheel: Size/Type: 20" DD PLENUM FULL WIDTH

Remarks: VFD SPEED CONTROL, PREMIUM EFFICIENCY MOTOR, ACCESS DOOR, FIXED PITCH SHEAVES,

COMPARTMENT LIGHT, EXTENDED LUBE LINES, FACTORY-PROVIDED FAN BASE WITH

MOUNTED FAN AND MOTOR, 120V/1P RECEPTACLE, BACK OPENING, TOP FRONT DISCHARGE

SOUND DATA:

Unit Discharge/Return/Casing Sound Power

1st Octave Band: 81 / 78 / 82

2nd Octave Band: 80 / 75 / 85

3rd Octave Band: 81 / 75 / 79

4th Octave Band: 74 / 79 / 80

5th Octave Band: 84 / 74 / 75

6th Octave Band: 85 / 79 / 70

7th Octave Band: 83 / 76 / 66

8th Octave Band: 70 / 62 / 57

REMARKS: 1. FAN TO BE PROVIDED WITH FIXED PITCH SHEAVES AND EXTENDED LUBE LINES TO OUTSIDE OF CASING.

2. PROVIDE VIEWING WINDOWS ON ACCESS DOORS AT ALL FAN AND DAMPER SECTIONS.

3. ALL COIL AND FAN PERFORMANCE DATA SUBMITTALS MUST BE COMPUTER GENERATED - NO EXCEPTIONS.

4. PROVIDE DOUBLE WALL CONSTRUCTION WITH 2" THICK, 3.0 LB DENSITY INSULATION.

5. ALL FAN MOTORS SHALL BE PREMIUM EFFICIENCY, INVERTER DUTY TYPE.

6. SEE MECHANICAL SHEETS FOR CONFIGURATION, MODULE SIZES, AND LOCATION OF ACCESS DOORS.

7. ALL FILTER PRESSURE DROPS CALCULATED AT DIRTY CONDITIONS.

8. PROVIDE INDIVIDUAL LIGHT CIRCUIT AND RECEPTACLE CIRCUIT, EACH PRE-WIRED.

9. ALL DAMPERS SHALL BE LOW-LEAK CONSTRUCTION, EQUIVALENT TO RUSKIN CD-60.

10. ALL ACCESS DOORS SHALL BE THE FULL HEIGHT OF THE UNIT, MINIMUM 18" WIDE.

11. ELECTRICAL CONTRACTOR WILL PROVIDE (2) 120V/1P CIRCUITS, (1) FOR AHU LIGHTS AND (1) FOR

RECEPTACLES.

12. WEIGHT OF UNIT SHALL BE RESTRICTED TO 6100 LBS (INSTALLED WEIGHT).

13. PROVIDE MINIMUM 8" CURB. MAX UNIT DIMENSIONS: 147" L X 126" W X 89" H

14. PROVIDE LIGHT FIXTURE QUANTITIES IN SECTIONS TO PROVIDE MINIMUM 20 FC.

Kansas City, Missouri

2020 Baltimore, Suite 300

Kansas City, MO 64108-1914

816 474.8237 Fax 816 474.8233

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Mechanical Schedules

M7.01

TCEP No.: 624-151-18

University of MissouriMedical ScienceBuilding - ResearchVivarium Upgrade &Maintenance

NOVEMBER 07, 2018

CONTRACT DOCUMENTS

MU Project # CP180641

11/07/2018 CONTRACT DOCUMENTSA - 001 11/21/18 ADDENDUM #001

001A

001A

Page 21: ADDENDUM # 001 DATE: 11-26-18 Page 1 of 5 TO CONTRACT ...operations-webapps.missouri.edu/pdc/adsite/projects...CONSULTANT: The Clark Enersen Partners 2020 Baltimore Avenue Suite 300

HYDRONIC UNIT HEATER SCHEDULE

FAN COIL HEATING WATER FLUID PRESSURE ELECTRICAL

AIRFLOW MOTOR MOTOR CAPACITY FLOWRATE DROP REQUIREMENTS MANUFACTURER AND REMARKS

MARK SERVES (CFM) HP RPM (MBH) (GPM) (FT. W.G.) VOLTS/HZ/PH MODEL CONFIGURATION

CUH-1 VESTIBULE 169 37 W 831 13.4 0.75 2.85 115 / 60 / 1 TRANE FORCE FLO VERTICAL SLOPE TOP, 1, 2, 4, 5, 6

V100 FFJB02 OR EQUIVALENT FRONT TOE SPACE INLET,

V142 TOP BAR GRILLE OUTLET

UH-1 MECHANICAL ROOMS 591 1/20 1550 15.0 1.50 0.05 115 / 60 / 1 TRANE MODEL 42-S PROPELLER UNIT HEATER 1, 2, 3, 4, 5, 6

OR EQUIVALENT WITH FAN GUARD

SCHEDULE NOTES AND REMARKS:

1. PROVIDE ELECTRIC THERMOSTAT WITH MANUAL SETPOINT ADJUSTMENT

2. PROVIDE DISCONNECT SWITCH

3. PROVIDE FIN LOUVER

4. PROVIDE DISPOSABLE FILTER

5. COPPER TUBING WITH ALUMINUM FINS

6. RATED FOR 200 PSIG

HYDRONIC SPECIALTIES SCHEDULE

OPERATING MANUFACTURER

MARK: FUNCTION: SERVES: CONDITIONS: CAPACITY: OR EQUIVALENT: MODEL: REMARKS:

AS-1 AIR/DIRT SEPARATOR WITH HEAT RECOVERY 30-90 DEG. F 120 GPM AT 0.8 FT WPD, SPIROTHERM VDT300 1

INTEGRAL AIR VENT SYSTEM 3" FLANGED CONNECTION

CCV-88/89 COIL PIPE KIT AHU-88/89 COOLING COIL 40 - 60 DEG. F 347.4 GPM, 6" PIPE SIZE, DANFOSS ABQM 8

PACKAGE 3 - 60 PSID RANGE OR APPROVED

EQUIVALENT

HCV-88/89 COIL PIPE KIT AHU-88/89 HEATING COIL 140 - 180 DEG. F 165.9 GPM, 4" PIPE SIZE, FURNISHED BY N/A N/A

PACKAGE TWO WAY MODULATING 3 - 60 PSID RANGE TEMPERATURE

CONTROL CONTRACTOR

CV-1/2 THREE WAY HEAT RECOVERY 30 - 90 DEG. F 60 GPM, 3" PIPE SIZE, FURNISHED BY N/A N/A

CONTROL VALVE SYSTEM THREE WAY MODULATING, MAXIMUM 5 FT PD TEMPERATURE

NORMALLY CLOSED CONTROL CONTRACTOR

ET-2 VERTICAL HEAT RECOVERY 30 - 90 DEG. F 23 GALLON TANK CAPACITY, TACO CA-90 3

EXPANSION TANK SYSTEM 23 GALLON ACCEPTANCE VOLUME,

FACTORY CHARGED TO 12 PSIG

GF-1 GLYCOL FEED HEAT RECOVERY 30 - 90 DEG. F 50 GALLON TANK, J.L. WINGERT GL50-E1 7

SYSTEM SYSTEM 40% PROPYLENE GLYCOL DUPLEX 1/3 HP GEAR PUMPS

120V / 1 PH / 60 HZ

PK-1 COIL PIPE KIT UNIT HEATERS 140 - 180 DEG. F SEE DRAWINGS FOR MAX FLOW NEXUS CPP-N2Y 4

PACKAGE VAV BOXES WITH WITH

REHEAT COILS DANFOSS ABQM

OR APPROVED

EQUIVALENT

SRV-1 SAFETY HEAT RECOVERY 30 - 90 DEG. F 50 PSIG SET PRESSURE, WATTS SERIES 174A 6

RELIEF VALVE SYSTEM 1-1/4" INLET AND 1-1/4" OUTLET

T-1/2/3/4/5 STEAM TRAP LPR DRIP LEGS 7 PSIG STEAM, 5 LBS/HR, ARMSTRONG 800 5

6 PSIG DIFFERENTIAL INVERTED BUCKET TRAP

T-6 STEAM TRAP HPR DRIP LEGS 50 PSIG STEAM, 5 LBS/HR, ARMSTRONG 800 5

49 PSIG DIFFERENTIAL INVERTED BUCKET TRAP

T-7 STEAM TRAP HPS TO BOTTLE WASHER 65 PSIG STEAM, 400 LBS/HR, ARMSTRONG 75-A2 8

64 PSIG DIFFERENTIAL FLOAT & THERMOSTATIC TRAP

T-8 STEAM TRAP HPS TO CAGE WASHER 65 PSIG STEAM, 600 LBS/HR, ARMSTRONG 75-A2 8

64 PSIG DIFFERENTIAL FLOAT & THERMOSTATIC TRAP

T-9 STEAM TRAP HPS TO AUTOCLAVE 65 PSIG STEAM, 170 LBS/HR, ARMSTRONG 75-A2 8

64 PSIG DIFFERENTIAL FLOAT & THERMOSTATIC TRAP

T-10 STEAM TRAP HPS TO AUTOCLAVE 65 PSIG STEAM, 170 LBS/HR, ARMSTRONG 75-A2 8

64 PSIG DIFFERENTIAL FLOAT & THERMOSTATIC TRAP

REMARKS:

1. STEEL CONSTRUCTION, RATED FOR 150 PSIG DESIGN PRESSURE, INTERNAL COPPER COALESCING MEDIUM, HIGH CAPACITY FLOAT-ACTUATED AIR VENT, SUPPORT LUGS (AS APPLICABLE).

2. PRESSURE INDEPENDENT MODULATING CONTROL VALVE, CLASS 5 SHUT-OFF , CAST IRON BODY, NON-PLASTIC INTERNAL PARTS, FACTORY MOUNTED FULLY MODULATING ELECTRIC ACTUATOR

SHALL BE COMPATIBLE WITH THE INSTALLED CONTROL SYSTEM. COORDINATE WITH CONTROLS CONTRACTOR.

3. 150 PSIG DESIGN PRESSURE, HEAVY DUTY BUTYL DIAPHRAGM, CARBON STEEL SHELL, CONSTRUCTED TO ASME SECTION VIII, DIVISION 1.

4. SUPPLY SIDE-BRASS BALL VALVE, STAINLESS STEEL MESH FORGED BRASS BODY STRAINER, P&T PLUG AND UNION CONNECTION

RETURN SIDE-UNION COUPLING WITH MANUAL AIR VENT, CONTROL VALVE, PRESSURE INDEPENDENT MODULATING CONTROL VALVE, 2-P&T PLUG, BRASS BALL VALVE

CONTRACTOR TO PROVIDE PIPE KIT WITH CONTROL VALVE, FACTORY MOUNTED FULLY MODULATING ELECTRIC ACTUATOR SHALL BE COMPATIBLE WITH THE INSTALLED CONTROL SYSTEM. COORDINATE WITH CONTROLS

CONTRACTOR. PROVIDE FLEXIBLE HOSE CONNECTIONS.

5. CAST IRON BODY, RATED FOR 250 PSIG AT 450 DEG. F, CONTINUOUS AIR VENTING AT STEAM TEMPERATURE, FREE-FLOATING STAINLESS STEEL MECHANISM, DISCHARGE ORIFICE AT TOP OF TRAP, THERMIC VENT BUCKET.

6. CAST IRON BODY, STAINLESS STEEL STEM, DISC, SEAT, AND DIAPHRAGM, STEEL SPRING, SELF-OPERATED, EXTERNAL PILOT TYPE VALVE. RATED FOR 250 PSIG AT 450 DEG. F. PROVIDE WITH ENGINEERED NOISE SUPPRESSION

CONSISTING OF ORIFICE PLATE ASSEMBLY THAT WILL PRODUCE SPECIFIED DBA RATING.

7. 50-GALLON POLYETHYLENE TANK WITH HINGED COVER, NEMA 4X CONTROL PANEL WITH 8-FT POWER CORD, H-O-A SWITCHES, LOW LEVEL LIGHT, LOW LEVEL SWITCH, FACTORY-PIPED WITH BALL VALVES, Y-STRAINERS,

CHECK VALVES, PRESSURE GAUGES, AND PRESSURE RELIEF VALVES.

8. CAST IRON BODY, RATED FOR 125 PSIG AT 450 DEG. F, THERMOSTATIC AIR VENT.

9. TBD

LOUVER SCHEDULE

MINIMUM

OPERATING AIRFLOW FREE AREA VELOCITY APD CONSTRUCTION SCREEN MFR. OR

MARK: CONDITIONS: SIZE: (CFM): (SQFT): (FPM): (IN. W.G.): MATERIAL: TYPE: FINISH: EQUIVALENT: MODEL: REMARKS:

L-1 AMBIENT 96" x 78" 24,000 27.79 864 0.11 ALUMINUM BIRD SEE NOTE 1 RUSKIN EME520DD 1, 2

L-2 AMBIENT 96" x 78" 24,000 27.79 864 0.11 ALUMINUM BIRD SEE NOTE 1 RUSKIN EME520DD 1, 2

L-3 AMBIENT 48" x 36" 5,000 5.61 891 0.11 ALUMINUM BIRD SEE NOTE 1 RUSKIN EME520DD 1, 2

REMARKS:

1. BAKED ENAMEL FINISH, SUBMIT COLOR CHART FOR COLOR SELECTION BY ARCHITECT

2. 5" DEEP EXTRUDED ALUMINUM FRAME, DOUBLE DRAINABLE BLADES, 44% FREE AREA, BEGINNING POINT OF WATER PENETRATION AT 1250 FPM FREE AREA VELOCITY

PUMP SCHEDULE

WATER TOTAL MOTOR DATA: MANUFACTURER

OPERATING WATER FLUID PUMP FLOW HEAD % MODEL NO. SIZE SUCTION

MARK: FUNCTION: TEMPERATURE: TYPE: TYPE: (GPM): (FT): EFF: RPM: HP: VOLTS: PH: HZ: OR EQUIVALENT S x D x IMP DIFFUSER REMARKS

HRP-1 HEAT RECOVERY PUMP 60-90 DEG. F B 1 120 60 76.2 3,500 3 460 3 60 BELL & GOSSETT e-1535 1.5AAC 2 x 1.5 x 4.38 DB-3 1,2,3,4,5,6

ECWP-1 EMERGENCY CHILLED WATER PUMP 40-60 DEG. F C 1 695 55 82.4 1,754 15 460 3 60 BELL & GOSSETT e-1510 4BD 5 x 4 x 8.75 FF-3 1,2,3,4,5,6

HCP-1/2 HOT WATER COIL HC-1/2 CIRCULATION PUMP 140-180 DEG. F A 2 165.9 35 70.3 1,721 3 460 3 60 BELL & GOSSETT e-80 3x3x7C 3 x 3 x 6.5 N/A 1,2

CRP-1 STEAM CONDENSATE RETURN PUMP 200 DEG. F D 3 6 46.2 - 3,500 1/2 120 1 60 FABTEK AERO 12250505C5AB3S OR APPROV. EQUIV. N/A N/A 7

CRP-2 STEAM CONDENSATE RETURN PUMP 200 DEG. F D 3 6 46.2 - 3,500 1/2 120 1 60 FABTEK AERO 12250505C5AB3S OR APPROV. EQUIV. N/A N/A 7

FLUID TYPE:

A. HEATING HOT WATER - NO GLYCOL

B. HEAT RECOVERY WATER - 40% PROPYLENE GLYCOL

C. CHILLED WATER

D. STEAM CONDENSATE

PUMP TYPE:

1. CLOSE COUPLED, BASE MOUNTED, END SUCTION PUMP.

2. SMALL CLOSE-COUPLED IN-LINE CENTRIFUGAL PUMP.

3. ELECTRIC SIMPLEX CONDENSATE PUMP

SUCTION DIFFUSER:

D-1. DA-3X, 3.13FT WPD, Cv=68, 175PSI WORKING PRESSURE, CAST IRON BODY, STEEL INLET VANES AND ORIFICE CYLINDER

D-2. DA-3X, 2.70FT WPD, Cv=68, 175PSI WORKING PRESSURE, CAST IRON BODY, STEEL INLET VANES AND ORIFICE CYLINDER

REMARKS

1. PREMIUM EFFICIENCY, INVERTER DUTY MOTOR

2. OPEN DRIP PROOF MOTOR

3. MECHANICAL SEALS

4. BRONZE FITTED WITH BRONZE WEAR RINGS

5. PROVIDE T.B. WOODS DURA-FLEX COUPLING AND OSHA-COMPLIANT COUPLING GUARD

6. REFER TO VFD SCHEDULE FOR VFD MOUNTING AND PERFORMANCE INFORMATION.

7. SEE SPECIFICATION SECTION 23 22 14 FOR ADDITIONAL REQUIREMENTS.

DAMPER SCHEDULE

OPERATING MOUNTING LEAKAGE BLADE MANUF. OR

MARK: FUNCTION: CONDITIONS: SIZE: POSITION: BLADE STYLE: FRAME CONSTRUCTION: BLADE CONSTRUCTION @ 1" WG PD: SEALS: EDGE: BEARINGS: ACTUATOR: EQUIVALENT: MODEL: REMARKS:

FSD-1 FIRE/SMOKE DAMPER SEE PLANS SQUARE, VERTICAL/ PARALLEL 5" x 16-GA GALVANIZED HAT-SHAPED CHANNEL 6" WIDE, 14-GA GALVANIZED STEEL, AIRFOIL SHAPE 4 CFM / S.F. SILICONE SS SS 3 RUSKIN FSD-60 1,2,9,10,11,12,13

SEE PLANS HORIZONTAL

FSD-2 FIRE/SMOKE DAMPER SEE PLANS ROUND, VERTICAL/ PARALLEL 20-GA GALVANIZED STEEL TWO PIECE 14-GA GALVANIZED STEEL 4 CFM / S.F. SILICONE SS SS 3 RUSKIN FSDR-25 1,2,9,10,11,12,13

SEE PLANS HORIZONTAL

MD-1, MOTORIZED DAMPER SEE PLANS ROUND & SQUARE, VERTICAL SINGLE BLADE 20-GA GALVANIZED STEEL 20-GA GALVANIZED STEEL - - - SELF- 2 MAT ROUND: EB-250 2 - 8

DCP-1 SEE PLANS LUBRICATING SQUARE: EB-200

FD-1 FIRE DAMPER SEE PLANS SQUARE, VERTICAL/ PARALLEL 5" x 16-GA GALVANIZED HAT-SHAPED CHANNEL 6" WIDE, 14-GA GALVANIZED STEEL, AIRFOIL SHAPE 4 CFM / S.F. SILICONE SS SS - RUSKIN DFD60 1,2,11, 12, 13

SEE PLANS HORIZONTAL

MD-2 MOTORIZED DAMPER SUPPLY AIR 96"W x 24"H VERTICAL OPPOSED 5" x 1" 6063T5 EXTRUDED ALUMINUM HAT CHANNEL 6" WIDE, 6063T5 HEAVY GAUGE EXTRUDED ALUMINUM, AIRFOIL SHAPE 3 CFM / S.F. NEOPRENE SS SYNTHETIC 1 RUSKIN CD-60 1

MD-3 MOTORIZED DAMPER EXHAUST AIR 96"W x 24"H VERTICAL OPPOSED 5" x 1" 6063T5 EXTRUDED ALUMINUM HAT CHANNEL 6" WIDE, 6063T5 HEAVY GAUGE EXTRUDED ALUMINUM, AIRFOIL SHAPE 3 CFM / S.F. NEOPRENE SS SYNTHETIC 1 RUSKIN CD-60 1

MD-4 MOTORIZED DAMPER EXHAUST AIR 96"W x 24"H VERTICAL OPPOSED 5" x 1" 6063T5 EXTRUDED ALUMINUM HAT CHANNEL 6" WIDE, 6063T5 HEAVY GAUGE EXTRUDED ALUMINUM, AIRFOIL SHAPE 3 CFM / S.F. NEOPRENE SS SYNTHETIC 1 RUSKIN CD-60 1

MD-5 MOTORIZED DAMPER OUTSIDE AIR 48"W x 36"H VERTICAL OPPOSED 5" x 1" 6063T5 EXTRUDED ALUMINUM HAT CHANNEL 6" WIDE, 6063T5 HEAVY GAUGE EXTRUDED ALUMINUM, AIRFOIL SHAPE 3 CFM / S.F. NEOPRENE SS SYNTHETIC 1 RUSKIN CD-60 1

MD-6 MOTORIZED DAMPER SUPPLY AIR 96"W x 24"H VERTICAL OPPOSED 5" x 1" 6063T5 EXTRUDED ALUMINUM HAT CHANNEL 6" WIDE, 6063T5 HEAVY GAUGE EXTRUDED ALUMINUM, AIRFOIL SHAPE 3 CFM / S.F. NEOPRENE SS SYNTHETIC 1 RUSKIN CD-60 1

ACTUATOR

1. FACTORY-PROVIDED MODULATING ELECTRIC ACTUATOR WITH END SWITCH.

2. MAT MODEL EB-UDD UNIVERSAL DAMPER DRIVE OR EQUIVALENT, FACTORY MOUNTED TO DAMPER.

3. 120-VOLT, 2-POSITION, 350 DEG. F UL555S RATED, FACTORY-PROVIDED, NORMALLY CLOSED. PROVIDE WITH FACTORY HEAT DETECTION DEVICE SYSTEM THAT ACTIVATES AT 165 DEG. F, RUSKIN EFL OR EQUIVALENT,

WITH AUTOMATIC RESET AFTER TEST, SMOKE DETECTION OR POWER FAILURE. AFTER EXPOSURE TO ELEVATED TEMPERATURE, THE DAMPER SHALL BE RESET MANUALLY.

REMARKS

1. SUBMIT AMCA-CERTIFIED PERFORMANCE.

2. FIELD VERIFY DUCT SIZE PRIOR TO ORDERING AS ACTUAL DUCT SIZE MAY VARY DUE TO FABRICATION.

3. PROVIDE MAT MODEL EB-SP8 OR EQUIVALENT EIGHT CONNECTOR WALL PLATE AS SHOWN ON PLAN, DENOTED BY DCP-1, WITH COVER PLATE. COVER AND PLATE TO MATCH ADJACENT WALL COLOR, RE: ARCH.

4. ROUTE PLENUM-RATED LOW VOLTAGE WIRING FROM DAMPER TO DAMPER CONTROL PANEL, NOT TO EXCEED 75 FEET OF TOTAL WIRE LENGTH.

5. PROVIDE MAT MODEL EB-RC OR EQUIVALENT REMOTE CONTROL.

6. PROVIDE BALANCING CONTROLLER TO OWNER AFTER INSTALLATION IS COMPLETE.

7. CONTRACTOR SHALL LABEL ALL DAMPERS AT THE DAMPER CONTROL PANEL. CONTRACTOR SHALL MARK DAMPER SHAFT IN FIELD TO INDICATE DAMPER POSITION.

8. PROVIDE STAINLESS STEEL DAMPER AND COMPONENTS FOR MOIST AIRSTREAM WHERE NOTED ON PLANS.

9. CONTROLS SHALL INTERFACE WITH THE FIRE ALARM SYSTEM PROVIDED BY THE DIV. 26 CONTRACTOR.

10. SMOKE DETECTOR PROVIDED BY FIRE ALARM CONTRACTOR. MECHANICAL CONTRACTOR SHALL COORDINATE INSTALLATION OF FIRE DETECTOR WITH FIRE ALARM CONTRACTOR.

11. DAMPER TO MEET THE REQUIREMENTS OF UL555 AND UL555S. DAMPER SHALL BE DYNAMIC.

12. PROVIDE RUSKIN SP100 SWITCH PACKAGE (OR EQUIVALENT) TO REMOTELY INDICATE DAMPER BLADE POSITION.

13. CONTRACTOR SHALL PROPERLY LABEL ALL COMBINATION FIRE/SMOKE AND FIRE DAMPERS PER CODE REQUIREMENTS.

EXHAUST FAN SCHEDULE

ELECTRICAL DATA MANUFACTURER

MARK: SERVES: TYPE: CFM: WEIGHT (LB): S.P. IN. WG.: DRIVE: RPM: HP: V: PH: HZ: AND MODEL NUMBER: REMARKS:

EF-60 MECHANICAL SIDEWALL 4,000 81 0.5 BELT 1,199 3/4 115 1 60 GREENHECK MODEL SBE-3H24-7 PROVIDE WALL HOUSING WITH BACKDRAFT DAMPER AND WEATHERHOOD

PENTHOUSE BELT DRIVE OR EQUIVALENT MOTORS SHALL MEET NEMA MG 1 MINIMUM FULL LOAD EFFICIENCIES.

DISCONNECT/MOTOR STARTER TO BE PROVIDED BY DIV. 26 CONTRACTOR

INTERLOCK FAN WITH THERMOSTAT IN SPACE, SET TO MAINTAIN 85F

EF-61 BSC COATED STEEL 1,200 100 3.75 BELT 1,745 2 208 3 60 LABCONCO MODEL 7071900 COATED STEEL CONSTRUCTION, DISCONNECT AND STARTER PROVIDED BY DIV 26.

EXHAUST FAN BELT DRIVE OR APPROVED EQUIVALENT DRY POWDER EPOXY-COATED BASE AND WEATHER COVER.

HOUSING DRAIN CONNECTION FOR WASHDOWN SYSTEM.

PROVIDE FAN SHEAVE TO ACHIEVE LISTED AIRFLOW.

PROVIDE AIR-TIGHT DAMPER MODEL 37768 AT HOOD OUTLET.

PROVIDE BACKDRAFT DAMPER MODEL 3858800 DOWNSTREAM OF AIR-TIGHT DAMPER.

PROVIDE 12" ROOF CURB, UPBLAST DISCHARGE, DRAIN IN BASE OF FAN

EF-62 CAGE WASH UTILITY SET 6,200 361 1.5 BELT 1,076 3 480 3 60 GREENHECK MODEL CSW-24-AF PROVIDE WITH 18" ROOF CURB, MOTORIZED DAMPER SEE CONTROL SEQUENCE

EXHAUST CENTRIFUGAL OR EQUIVALENT MOTORS SHALL MEET NEMA MG 1 MINIMUM FULL LOAD EFFICIENCIES.

DISCONNECT/MOTOR STARTER TO BE PROVIDED BY DIV. 26 CONTRACTOR

UPBLAST DISCHARGE, PROVIDE 10' EXHAUST STACK AND DRAIN IN BOTTOM OF FAN.

BAKED ENAMEL FINISH, COLOR BY ARCHITECT.

FAN SHALL BE ALL ALUMINUM CONSTRUCTION, RATED FOR MOIST AIR CONDITIONS.

Kansas City, Missouri

2020 Baltimore, Suite 300

Kansas City, MO 64108-1914

816 474.8237 Fax 816 474.8233

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Mechanical Schedules

M7.02

TCEP No.: 624-151-18

University of MissouriMedical ScienceBuilding - ResearchVivarium Upgrade &Maintenance

NOVEMBER 07, 2018

CONTRACT DOCUMENTS

MU Project # CP180641

11/07/2018 CONTRACT DOCUMENTSA - 001 11/21/18 ADDENDUM #001

001A

Page 22: ADDENDUM # 001 DATE: 11-26-18 Page 1 of 5 TO CONTRACT ...operations-webapps.missouri.edu/pdc/adsite/projects...CONSULTANT: The Clark Enersen Partners 2020 Baltimore Avenue Suite 300

AIR TERMINAL UNIT SCHEDULE

FLUID PD

INLET MAXIMUM MINIMUM COIL UNIT WATER PRESSURE

SERVES SIZE AIRFLOW AIRFLOW AIRFLOW AIR PD CAPACITY FLOWRATE EWT LWT EAT LAT COIL DROP MANUFACTURER

MARK: ROOMS: (INCHES): (CFM): (CFM): (CFM): (IN. W.G.): (MBH): (GPM): (ºF): (ºF): (ºF): (ºF): ROWS: (FT. W.G.) OR EQUIVALENT: REMARKS:

VB-88-101 SOUTHEAST CORRIDOR 7 375 375 - - - - - - - - - - TITUS DESV 1,2,3,4,5,6

VBR-88-102 ANTE/GOWNING 6 200 200 200 0.02 6.6 0.5 180 150 55 85 1 0.13 TITUS DESV 1,2,3,4,5,7

VBR-88-103 OFFICE 5 125 125 125 0.01 4.7 0.3 180 148 55 90 1 0.07 TITUS DESV 1,2,3,4,5

VBR-88-104FRAGMENTORS

7 450 225 225 0.06 8.2 0.5 180 146 55 89 1 0.19 TITUS DESV 1,2,3,4,5,6

VB-88-104 7 350 125 - - - - - - - - - - TITUS DESV 1,2,3,4,5

VBR-88-105BEHAVIORAL

7 450 215 215 0.06 8.1 0.5 180 147 55 90 1 0.19 TITUS DESV 1,2,3,4,5,6

VB-88-105 8 550 315 - - - - - - - - - - TITUS DESV 1,2,3,4,5

VBR-88-106ENVIRONMENTAL

7 400 345 345 0.05 10.8 0.8 180 151 55 84 1 0.33 TITUS DESV 1,2,3,4,5,6

VB-88-106 7 300 245 - - - - - - - - - - TITUS DESV 1,2,3,4,5

VBR-88-107 STORAGE 6 300 300 300 0.05 6.0 0.3 180 139 55 73 1 0 TITUS DESV 1,2,3,4,5

VBR-88-108VHP

6 150 150 150 0.01 7.0 1.0 180 166 55 98 1 0.43 TITUS DESV 1,2,3,4,5,9

VB-88-108 4 250 250 - - - - - - - - - - TITUS DESV 1,2,3,4,5,9

VB-88-109 NORTHEAST CORRIDOR 8 600 600 - - - - - - - - - - TITUS DESV 1,2,3,4,5

VBR-88-110 NORTH CORRIDOR 6 300 300 300 0.03 7.4 0.5 180 150 55 82 1 0.14 TITUS DESV 1,2,3,4,5,7

VBR-88-111 NORTH AIRLOCK 6 150 50 50 0.04 4.6 0.5 180 161 55 2 TITUS DESV 1,2,3,4,5,7

VBR-88-112 SOUTH CORRIDOR 8 500 500 500 0.07 9.3 0.4 180 132 55 72 1 0 TITUS DESV 1,2,3,4,5

VBR-88-113BSL II

9 790 475 790 0.08 20.5 2.0 180 159 55 79 1 0.4 TITUS DESV 1,2,3,4,5,6,7,8

VB-88-113 10 940 625 - - - - - - - - - - TITUS DESV 1,2,3,4,5,7

VBR-88-114PROCEDURE

7 420 285 285 0.05 10.7 1.0 180 158 55 90 1 0.56 TITUS DESV 1,2,3,4,5,7

VB-88-114 7 420 285 - - - - - - - - - - TITUS DESV 1,2,3,4,5,7

VBR-88-115DIRTY

7 440 250 440 0.06 12.6 1.0 180 154 55 81 1 0.56 TITUS DESV 1,2,3,4,5,7

VB-88-115 8 640 450 - - - - - - - - - - TITUS DESV 1,2,3,4,5,7

VBR-88-116 CLEAN 6 200 100 100 0.02 5.1 0.5 180 159 55 102 1 0.14 TITUS DESV 1,2,3,4,5,7

VBR-88-117HUMANIZED BSL II

12 1070 415 745 0.12 24.4 2.5 180 160 55 85 1 0.83 TITUS DESV 1,2,3,4,5,6,7,8

VB-88-117 14 1320 665 - - - - - - - - - - TITUS DESV 1,2,3,4,5,7

VBR-88-118SURGERY

6 215 215 215 0.03 7.8 0.8 180 159 55 88 1 0.25 TITUS DESV 1,2,3,4,5,7

VB-88-118 6 115 115 - - - - - - - - - - TITUS DESV 1,2,3,4,5,7

VBR-88-119PROCEDURE

6 215 140 140 0.03 6.0 0.5 180 156 55 94 1 0.14 TITUS DESV 1,2,3,4,5,6,7

VB-88-119 6 215 140 - - - - - - - - - - TITUS DESV 1,2,3,4,5,7

VBR-88-120MENS LOCKER/SHOWER

6 350 350 350 0.06 9.9 1.0 180 160 55 81 1 0.43 TITUS DESV 1,2,3,4,5 .

VB-88-120 6 550 550 - - - - - - - - - - TITUS DESV 1,2,3,4,5 .

VBR-88-121WOMENS LOCKER/SHOWER

7 400 400 400 0.05 12.2 1.0 180 155 55 83 1 0.56 TITUS DESV 1,2,3,4,5 .

VB-88-121 6 600 600 - - - - - - - - - - TITUS DESV 1,2,3,4,5 .

VB-88-122 STORAGE 6 50 50 - - - - - - - - - - TITUS DESV 1,2,3,4,5,7

VBR-88-123STEP DOWN

12 1,070 715 1,070 0.12 28.1 2.5 180 157 55 79 1 0.84 TITUS DESV 1,2,3,4,5,7,8

VB-88-123 12 1,220 865 - - - - - - - - - - TITUS DESV 1,2,3,4,5,7

VBR-88-124 CLEAN CAGEWASH 40 3,300 3,300 3,300 0.15 78.2 6.0 180 152 55 78 1 4.89 TITUS DESV 1,2,3,4,5,7

VBR-88-125FEEDING AND BEDDING

6 270 270 270 0.04 8.5 0.8 180 157 55 84 1 0.25 TITUS DESV 1,2,3,4,5,6,7

VB-88-125 6 270 270 - - - - - - - - - - TITUS DESV 1,2,3,4,5,7

VBR-88-126 AUTOCLAVE VESTIBULE 9 300 300 - - - - - - - - - - TITUS DESV 1,2,3,4,5,7

VBR-88-127SOUTHWEST CORRIDOR

6 300 120 120 0.05 6.3 1.0 180 167 55 103 1 0.43 TITUS DESV 1,2,3,4,5,7

VB-88-127 9 675 675 - - - - - - - - - - TITUS DESV 1,2,3,4,5,7

VBR-88-128CLEAN CAGE STORAGE

8 645 645 645 0.11 15.6 1.5 180 159 55 77 1 1.19 TITUS DESV 1,2,3,4,5,7

VB-88-128 8 445 445 - - - - - - - - - - TITUS DESV 1,2,3,4,5,7

VBR-88-129 PROCEDURE 12 1,100 1,100 1,100 0.15 28.5 3.0 180 159 55 79 1 1.19 TITUS DESV 1,2,3,4,5,6,7

VBR-88-130ANIMAL HOLDING (BREEDING)

10 980 655 980 0.11 23.0 2.5 180 161 55 77 1 0.61 TITUS DESV 1,2,3,4,5,6,7,8

VB-88-130 10 880 555 - - - - - - - - - - TITUS DESV 1,2,3,4,5,7

VBR-88-131ANIMAL HOLDING (EXPERIMENTAL)

9 820 545 820 0.08 20.7 2.0 180 159 55 78 1 0.4 TITUS DESV 1,2,3,4,5,6,7,8

VB-88-131 9 720 445 - - - - - - - - - - TITUS DESV 1,2,3,4,5,7

VBR-88-132PROCEDURE

7 390 200 200 0.05 9.1 1.0 180 161 55 97 1 0.56 TITUS DESV 1,2,3,4,5,6,7

VB-88-132 7 390 200 - - - - - - - - - - TITUS DESV 1,2,3,4,5,7

VBR-88-133ANIMAL HOLDING (BREEDING)

10 1,000 670 1,000 0.12 23.2 2.5 180 161 55 76 1 0.61 TITUS DESV 1,2,3,4,5,6,7,8

VB-88-133 10 900 570 - - - - - - - - - - TITUS DESV 1,2,3,4,5,7

VBR-88-134ANIMAL HOLDING (BREEDING)

10 895 595 895 0.10 21.3 2.0 180 158 55 77 1 0.4 TITUS DESV 1,2,3,4,5,6,7,8

VB-88-134 10 795 495 - - - - - - - - - - TITUS DESV 1,2,3,4,5,7

VBR-88-135PROCEDURE

7 390 200 200 0.05 9.1 1.0 180 161 55 97 1 0.56 TITUS DESV 1,2,3,4,5,6,7

VB-88-135 7 390 200 - - - - - - - - - - TITUS DESV 1,2,3,4,5,7

VBR-88-136ANIMAL HOLDING (BREEDING)

10 1,000 670 1,000 0.12 23.2 2.5 180 161 55 76 1 0.61 TITUS DESV 1,2,3,4,5,6,7,8

VB-88-136 10 900 570 - - - - - - - - - - TITUS DESV 1,2,3,4,5,7

VBR-88-137ANIMAL HOLDING (BREEDING)

10 895 595 895 0.10 21.3 2.0 180 158 55 77 1 0.4 TITUS DESV 1,2,3,4,5,6,7,8

VB-88-137 10 795 495 - - - - - - - - - - TITUS DESV 1,2,3,4,5,7

VBR-88-138PROCEDURE

7 390 200 200 0.05 9.1 1.0 180 161 55 97 1 0.56 TITUS DESV 1,2,3,4,5,6,7

VB-88-138 7 390 200 - - - - - - - - - - TITUS DESV 1,2,3,4,5,7

VBR-88-139PROCEDURE

7 390 200 200 0.05 9.1 1.0 180 161 55 97 1 0.56 TITUS DESV 1,2,3,4,5,6,7

VB-88-139 7 390 200 - - - - - - - - - - TITUS DESV 1,2,3,4,5,7

VBR-88-140ANIMAL HOLDING (BREEDING)

10 1,000 670 1,000 0.12 23.2 2.5 180 161 55 76 1 0.61 TITUS DESV 1,2,3,4,5,6,7,8

VB-88-140 10 900 570 - - - - - - - - - - TITUS DESV 1,2,3,4,5,7

VBR-88-141ANIMAL HOLDING (EXPERIMENTAL)

10 895 595 895 0.10 21.3 2.0 180 158 55 77 1 0.4 TITUS DESV 1,2,3,4,5,6,7

VB-88-141 10 795 495 - - - - - - - - - - TITUS DESV 1,2,3,4,5,7

VBR-88-142PROCEDURE

7 390 200 200 0.05 9.1 1.0 180 161 55 97 1 0.56 TITUS DESV 1,2,3,4,5,6,7

VB-88-142 7 390 200 - - - - - - - - - - TITUS DESV 1,2,3,4,5,7

VBR-88-143ANTE RM

7 500 500 500 0.07 13.8 1.3 180 157 55 80 1 0.85 TITUS DESV 1,2,3,4,5,6,7,8

VB-88-143 7 450 450 - - - - - - - - - - TITUS DESV 1,2,3,4,5,7

VBR-88-144GNOTOBIOTIC/GERM FREE

9 665 665 665 0.06 18.7 1.8 180 158 55 81 1 0.31 TITUS DESV 1,2,3,4,5,6,7,8

VB-88-144 8 565 565 - - - - - - - - - - TITUS DESV 1,2,3,4,5,7

VBR-88-145CORRIDOR

7 500 500 500 0.07 13.8 1.3 180 157 55 80 1 0.85 TITUS DESV 1,2,3,4,5,7

VB-88-145 9 875 875 - - - - - - - - - - TITUS DESV 1,2,3,4,5,7

VBR-88-146PROCEDURE (EUTHENASIA)

7 240 240 240 0.02 8.4 0.5 180 146 55 87 1 0.2 TITUS DESV 1,2,3,4,5,6,7

VB-88-146 7 340 340 - - - - - - - - - - TITUS DESV 1,2,3,4,5,7

VB-88-147 UNISEX/CUST. 6 200 200 - - - - - - - - - - TITUS DESV 1,2,3,4,5,7

VB-88-148 CYLINDER 6 100 100 - - - - - - - - - - TITUS DESV 1,2,3,4,5,7

VBR-88-149DIRTY CAGEWASH

40 3,500 2,000 2,000 0.16 66.0 5.0 180 153 55 85 1 3.42 TITUS DESV 1,2,3,4,5,6,7

VB-88-149 16 2,100 600 - - - - - - - - - - TITUS DESV 1,2,3,4,5,7

VBR-88-150TELECOM

8 500 0 - - - - - - - - - - TITUS DESV 1,2,3,4,5

VB-88-150 8 500 - - - - - - - - - - - TITUS DESV 1,2,3,4,5

VBR-88-251 UPPER LEVEL DOGHOUSE 9 750 750 750 0.08 20.5 2.0 180 159 55 79 1 0.4 TITUS DESV 1,2,3,4,5,7,8

VBR-88-252 ELECTRICAL 10 1,000 0 - - - - - - - - - - TITUS DESV 1,2,3,4,5

VBR-88-153 OPEN OFFICE 7 400 400 400 0.05 7.3 0.3 180 129 55 72 1 0.1 TITUS DESV 1,2,3,4,5,7

VBR-88-154IRRADIATION

6 125 125 125 0.01 4.7 0.3 180 148 55 90 1 0.07 TITUS DESV 1,2,3,4,5

VB-88-154 6 225 225 - - - - - - - - - - TITUS DESV 1,2,3,4,5

VBR-88-155EXIST.

8 500 175 175 0.07 8.8 1.3 180 166 55 102 1 0.84 TITUS DESV 1,2,3,4,5

VB-88-155 6 500 175 - - - - - - - - - - TITUS DESV 1,2,3,4,5

VBR-88-156 CORRIDOR 6 650 650 650 0.06 18.7 1.8 180 158 55 81 1 0.31 TITUS DESV 1,2,3,4,5,7

SCHEDULE NOTES AND REMARKS:

1. ALL AIR TERMINAL UNITS SHALL BE PROVIDED WITH TITUS "FIBRE-FREE" LINER OR EQUIVALENT.

2. ALL AIR TERMINAL UNITS SHALL BE PROVIDED WITH A HINGED, GASKETED ACCESS DOOR UPSTREAM OF AIRFLOW STATION FOR CLEANING PURPOSES.

3. UNIT AIR PRESSURE DROPS LISTED ARE AT MAXIMUM AIRFLOW.

4. CROSS-TYPE FLOW SENSING GRID AND DAMPER SHALL BE PROVIDED BY AIR TERMINAL UNIT MANUFACTURER.

5. MINIMUM BOX INLET SIZE SHALL BE 6".

6. LOCATE THERMOSTAT FOR THIS BOX IN EXHAUST DUCTWORK PRIOR TO VOLUME BOX.

7. BOX ORIENTATED IN THE VERTICAL.

8. BOX IS IN A ZONE WITH AIRCUITY AIRFLOW CONTROLS.

9. INTERLOCK OPERATION OF BOXES TO TOGGLE SWITCH IN SPACE. BOXES SHALL GO TO ZERO WHEN SWITCH IS FLIPPED.

DIFFUSER, REGISTER AND GRILLE SCHEDULE

MAX. P.D. MAX. MAXIMUM MANUFACTURER AND

MARK: TYPE: (IN. WG.): N.C.: CFM: MODEL NUMBER: REMARKS:

D-1 HIGH MIXING 0.1 25 SEE PLANS TITUS MODEL TDX-AA 24" X 24" FACE SIZE, ALL ALUMINUM CONSTRUCTION, WHITE FINISH

DIFFUSER FOR CFM OR EQUIVALENT PROVIDE APPROPRIATE BORDER FOR CONSTRUCTION, DIFFUSER BACKPAN SIZE

(FOR ANIMAL ROOMS) AND NECK SIZE TO BE AS FOLLOWS: 9x9 FOR 6" NECK, 12x12 FOR 8" NECK, 15x15 FOR 10" NECK,

AND 18x18 FOR 12" NECK

D-2 SQUARE CEILING 0.15 25 SEE PLANS TITUS MODEL "OMNI-AA" OR 24" X 24" FACE SIZE, ALL ALUMINUM CONSTRUCTION, WHITE FINISH

DIFFUSER - ARCH. FOR CFM EQUIVALENT PROVIDE APPROPRIATE BORDER FOR CONSTRUCTION

TYPE AND NECK SIZE

D-3 SQUARE CEILING 0.15 25 SEE PLANS TITUS MODEL "OMNI-AA" OR 12" X 12" FACE SIZE, ALL ALUMINUM CONSTRUCTION, WHITE FINISH

DIFFUSER - ARCH. FOR CFM EQUIVALENT PROVIDE APPROPRIATE BORDER FOR CONSTRUCTION

TYPE AND NECK SIZE

G-1 FILTER GRILLE -0.1 25 SEE PLANS TITUS MODEL 350FLF1 ALUMINUM CONSTRUCTION, WHITE FINISH, 3/4" BLADES, FRONT BLADES PARALLEL TO LONG

FOR SIZE OR EQUIVALENT DIMENSION, 1" WASHABLE FILTER

G-2 EGGCRATE RETURN -0.1 25 SEE PLANS TITUS MODEL 50F OR 24"x24" FACE, ALUMINUM CONSTRUCTION, 1/2" CORE SIZE, WHITE FINISH.

GRILLE FOR CFM EQUIVALENT PROVIDE APPROPRIATE BORDER FOR CONSTRUCTION.

AND NECK SIZE

G-3 EGGCRATE RETURN -0.1 25 SEE PLANS TITUS MODEL 50F OR 12"x12" FACE, ALUMINUM CONSTRUCTION, 1/2" CORE SIZE, WHITE FINISH.

GRILLE FOR SIZE EQUIVALENT PROVIDE APPROPRIATE BORDER FOR CONSTRUCTION.

G-4 GRILLE -0.1 25 SEE PLANS TITUS MODEL 350RL OR STEEL CONSTRUCTION, WHITE FINISH, 3/4" BLADES, FRONT BLADES PARALLEL TO LONG

FOR SIZE EQUIVALENT DIMENSION

R-1 REGISTER 0.15 25 SEE PLANS TITUS MODEL 301RL STEEL CONSTRUCTION. WHITE FINISH, 3/4" BLADES, DOUBLE DEFLECTION,

FOR CFM AND OR EQUIVALENT FRONT BLADES PARALLEL TO LONG DIMENSION

NECK SIZE

VARIABLE FREQUENCY DRIVE SCHEDULE

MARK: SERVES: ELECTRICAL REQUIREMENTS: CAPACITY: MANUFACTURER REMARKS:

VFD SF-1 AHU-88 SUPPLY FAN 88 480 V / 3 PH / 60 HZ 60 HP MOTOR TOSHIBA Q9 HVAC 1, 2, 4

VFD SF-2 AHU-89 SUPPLY FAN 89 480 V / 3 PH / 60 HZ 60 HP MOTOR TOSHIBA Q9 HVAC 1, 2, 4

VFD EF-1 HRH-1 EXHAUST FAN 1A-1D 480 V / 3 PH / 60 HZ 30 HP MOTOR TOSHIBA Q9 HVAC 1, 2, 4

VFD EF-2 HRH-1 EXHAUST FAN 2A-2D 480 V / 3 PH / 60 HZ 30 HP MOTOR TOSHIBA Q9 HVAC 1, 2, 4

VFD ECWP-1 ECWP-1 480 V / 3 PH / 60 HZ 15 HP MOTOR TOSHIBA Q9 HVAC 1, 2, 3, 4

REMARKS:

1. LISTED CAPACITY IS THE NOMINAL MOTOR SIZE FOR EACH EQUIPMENT ITEM. VFD CAPACITY SHALL BE APPROPRIATELY

MATCHED TO THE ACTUAL MOTOR, INCLUDING CAPACITY BASED ON 1.15 SERVICE FACTOR.

2. PROVIDE SHAFT GROUNDING RING/SYSTEM ON MOTORS WITH VFD'S. SEE SPECIFICATION SECTION 23 05 13 FOR MORE INFORMATION.

3. VFD TO BE UNISTRUT MOUNTED NEAR PUMP.

4. DIV 23 TO PROVIDE VFD, REFERENCE SPECIFICATION SECTION 26 29 23 FOR MORE INFORMATION.

5. VFD MOUNTED IN PENTHOUSE,

FAN COIL UNIT SCHEDULE

FAN EXT. STATIC WATER FLUID PRESSURE WATER FLUID PRESSURE

AIRFLOW MOTOR UNIT PRESSURE COOLING COIL TOTAL COIL COOLING SENSIBLE COIL COOLING FLOWRATE DROP HEATING COIL HEATING COIL HEATING COIL FLOWRATE DROP MANUFACTURER AND

MARK SERVES (CFM) HP VOLTAGE (in WC) EAT DB/WB (DEG F) CAPACITY (MBH) CAPACITY (MBH) (GPM) (FT. W.G.) CAPACITY (MBH) EAT DB (DEG F) LAT DB (DEG F) (GPM) (FT. W.G.) MODEL CONFIGURATION REMARKS

FCU-1 EXISTING 933 145 W 208/1/60 0.00 80.0/67.0 30.0 21.0 5.84 9.57 - - - - - TRANE FCDX1002 HORIZONTAL CABINET 1, 2, 3, 4, 5, 6, 7

ELEC OR EQUIVALENT BACK STAMPED LOUVER INLET

FRONT BAR GRILLE OUTLET

FCU-2 EXISTING 510 79 W 208/1/60 0.00 80.0/67.0 20.0 13.2 4.54 9.31 16.8 60.0 94.3 1.7 0.8 TRANE FCDX0602 HORIZONTAL CABINET 1, 2, 3, 4, 5, 6, 7

ELEC OR EQUIVALENT BACK STAMPED LOUVER INLET

FRONT BAR GRILLE OUTLET

SCHEDULE NOTES AND REMARKS:

1. PROVIDE 2" PLEATED DISPOSABLE FILTER

2. REAR RETURN

3. COOLING COIL PERFORMANCE BASED ON 44 DEG. F EWT. HEATING COIL PERFORMANCE BASED ON 180 DEG. EWT.

4. COPPER TUBING WITH ALUMINUM FINS

5. RATED AT 200 PSI

6. PROVIDE WITH DRAIN AND VENT CONNECTIONS ON COIL

7. PROVIDE WITH DISCONNECT SWITCH. THERMOSTAT PROVIDED BY TEMPERATURE CONTOLS CONTRACTOR.

Kansas City, Missouri

2020 Baltimore, Suite 300

Kansas City, MO 64108-1914

816 474.8237 Fax 816 474.8233

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Mechanical Schedules

M7.03

TCEP No.: 624-151-18

University of MissouriMedical ScienceBuilding - ResearchVivarium Upgrade &Maintenance

NOVEMBER 07, 2018

CONTRACT DOCUMENTS

MU Project # CP180641

11/07/2018 CONTRACT DOCUMENTSA - 001 11/21/18 ADDENDUM #001

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