page 1 of 5 - campus facilitiesoperations-webapps.missouri.edu/pdc/adsite/projects/cp151701...page 1...

of 5

ADDENDUM #2

DATE: December 14, 2017

TO CONTRACT DOCUMENTS ENTITLED: Memorial Student Union Maintenance Repairs & Second

Floor Renovation to North Wing; Life Safety Upgrades to North, South, & AP Green Chapel

PROJECT MANUAL FOR: Memorial Student Union Maintenance Repairs & Second Floor Renovation to

North Wing; Life Safety Upgrades to North, South, & AP Green Chapel

PROJECT NUMBER: CP151701

ADVERTISEMENT DATE: November 16, 2017

PREPARED FOR: The Curators of the University of Missouri

CONSULTANT: The Lawrence Group

319 N. 4th St. Ste 1000

St. Louis, MO 63102

314-231-5700

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:

SPECIFICATION CHANGES:

1. Section: 1.A – Bid For Lump Sum Contract

Page 3 – Asbestos Removal: Revise the quantities for ACM materials as shown.

2. SECTION 02 8233 FRIABLE AND NON-FRIABLE ASBESTOS REMOVAL AND

UNIVERSAL WASTE/HARDOUS MATERIAL REMOVAL

A. Page 1, Item 4.A.a

DELETE and REVISE QUANTITY AS FOLLOWS:

Six thousand, six hundred eighty-five (6,685) square feet of ACM Air Handler Unit Insulation

from the penthouse;

B. Page 1, Item 4.A.c

DELETE AND REVISE QUANTITY AS FOLLOWS:

One hundred forty-five (145) ACM pipe fittings from the penthouse;

C. Page 2, Item 4.B.h


Eighteen (18) ACM vibration dampeners from the penthouse;

D. Page 2, Item 4.B.i


Five hundred twenty-five (525) linear feet of ACM Air Handling Unit Door Seam Tar from the

penthouse; and

E. Page 2, Item 5 DELETE

AND ADD:

The work shall include the removal and legal disposal of universal wastes/hazardous

of 5

materials located on the 2nd

floor and within the penthouse including:

a) One hundred fifty-five (155) assumed PCB-containing ballasts;

b) Four hundred ninety-four (494) florescent bulbs;

c) Fifteen (15) exit/emergency light batteries and fire alarm strobe lights;

d) Nine (9) assumed mercury-containing thermostats;

e) Twenty-two (22) compact florescent light bulbs; and

f) Eighteen (18) containers of paints/aerosols.

3. Section: 072726 – Fluid-Applied Membrane Air Barriers

2.3-A-1-a: Add the following manufacturer: GE Elemax 2600 AWB

4. Section: 081113 – Hollow Metal Doors & Frames

2.1-A: Add the following manufacturer: Allegion-Republic

5. Section: 081416 – Flush Wood Doors

2.4-A: Add the following manufacturer: Oshkosh Door Company

2.4-B-2-a: Revise to be: Rift cut, White Oak.

6. Section: 102239 – Folding Panel Partitions

2.4-A-a: Add panel facing material.

2.6: Revise description of Storage Pocket Doors

7. Section: 122413 – Roller Window Shades

2.4-B-1: Revise to be: Type: 0200 Series, Color: Calico 0214, Openness Factor: 0%.

8. Section 26 29 23: Variable Frequency Drives Description: ADD 1.3.E. to read as follows: Sheet E500, Detail 9: VFD Mounting Detail. REVISE 3.2.E. to

read as follows: The service disconnect switch must be installed on the line side of the VFD. The disconnect

must be in a separate enclosure from the VFD. If conditions do not allow this disconnect to be located near

the motor within NEC requirements, then a second remote disconnect may be required at the motor. Consult

the project manager or University Engineer if this condition arises. All remote disconnects must be provided

with auxiliary contacts hardwired to VFD safety circuit to shut down VFD when disconnect is opened. This

may affect warranty on the drive so every attempt should be taken to install it per these design guidelines.

9. Section 23 09 00: JCI Control System (MU) Description: ADD section 2.01-C for steam control valves..

DRAWING CHANGES:

1. Sheet D100 – D104: DEMOLITION PLANS

GENERAL DEMOLITION NOTES: DELETE and REVISE notes to read:

E. NOT USED

F. SEE MECHANICAL, ELECTRICAL, PLUMBING, AND FIRE PROTECTION SHEETS

FOR DEMOLITION OF THIS SCOPE.

G. NOT USED.

H. NOT USED.

I. PARTITIONS TO BE DEMOLISHED SHALL INCLUDE ASSOCIATED BRACING,

DOORS, FRAMES, HARDWARE, BASE, ETC. IN THEIR ENTIRETY

2. Sheet D102N: Second Floor Demo Plan – North Wing

ADD Loading Dock Roof scope.

of 5

3. Sheet D104: Roof Demo Plan – North Wing

ADD stair tower roof scope.

4. Sheet A102N: Second Floor Plan - North Wing

ADD loading dock roof scope.

5. Sheet A104N: Roof Plan – North Wing

REVISE detail 3/A104N as indicated.

6. Sheet A200: Exterior Elevations

REVISE Detail 4,5,&6/A200 as indicated.

7. Sheet 300: Wall Sections

REVISE Detail 1/A300 as indicated.

8. Sheet A500: Interior Elevations

Detail 3B/A500 - REVISE door for folding partition as indicated.

9. Sheet A700: Exterior Details

REVISE detail 3/A700 as indicated.

REVISE detail 10/A700 as indicated.

REMOVE detail 2/A700

10. Sheet A800: Interior Details

Detail 9/A800 - REVISE support for folding partition as indicated.

11. Sheet S103: Typical Details

Detail 11/S103 - Add detail.

12. Sheet S205: Partial Roof Framing Plan

Revise plan as indicated.

13. Sheet S206: High Roof Framing Plan

Revise plan as indicated.

14. Sheet S402: Framing Sections and Details

Detail 1/S402 - Revise detail as indicated.

15. Sheet F000: Fire Protection Cover Sheet

Description: ADD fire protection general note #23.

16. Sheet P000: Plumbing Cover Sheet

Description: ADD plumbing general note #23.

17. Sheet PD103N: Attic Floor Plan - North Wing - Plumbing - Demo

Description: REMOVE existing roof drains.

18. Sheet P101N: First Floor Plan - North Wing - Plumbing

Description: MODIFY sanitary pipe of water closet and floor drain.

19. Sheet P103N: Attic Floor Plan - North Wing - Plumbing

Description: ADD new roof drains on the same location of the existing.

of 5

20. Sheet P400: Plumbing – Enlarged Plans

Description: MODIFY sanitary pipe for ADA water closet and adjust location of the floor drain

location in Janitor closet (N235).

21. Sheet MPD100: Sub Basement Floor Plan – Mechanical Piping - Demo

Description: REVISE tunnel steam pipes as shown in revised drawing MPD100.

22. Sheet MPD100.5N: Ground Floor Plan – North Wing - Piping - Demo

Description: REVISE tunnel steam pipes and general note as shown in revised drawing

MPD100.5N.

23. Sheet MPD101N: First Floor Plan – North Wing - Piping - Demo

Description: ADD existing panels as shown in revised drawing MPD101N.

24. Sheet MP100: Sub Basement Floor Plan – Mechanical Piping

Description: REMOVE unit heaters and MODIFY hydronic pipe. REVISE tunnel steam pipes.

ADD note as shown in revised drawing MP100.

25. Sheet MP100.5N: Ground Floor Plan – North Wing - Piping

Description: ADD steam and condensate pipes. ADD keynotes and thermostat as shown in revised

drawing MP100.5N

26. Sheet MP101N: First Floor Plan – North Wing - Piping

Description: ADD general note and keynote. REVISE notes of existing radiation panels as shown in

revised drawing MP101N.

27. Sheet MP102N: Second Floor Plan – North Wing - Piping

Description: ADD general note and REVISE pipe for VAV-4-212 as shown in revised drawing

MP102N.

28. Sheet MP400: Attic Enlarged Plan

Description: ADD general note and REMOVE MODs as shown in revised drawing MP400.

29. Sheet MP700: Piping Schedule

Description: ADD note in heat exchanger schedule as shown in revised drawing MP700.

30. Sheet MV102N: Second Floor Plan – North Wing - Ventilation

Description: REVISE ductwork as shown in revised drawing MV102N.

31. Sheet MV103N: Attic Floor Plan – North Wing - Ventilation

Description: REVISE location of REF-2 and ductwork as shown in revised drawing MV103N.

32. Sheet MV601: Ventilation Schedule

Description: REVISE schedules as shown in revised drawing MV601.

33. Sheet MV700: Ventilation Controls

Description: REVISE control diagram as shown in revised drawing MV700.

34. Sheet MV701: Ventilation Controls

Description: ADD control diagram as shown in revised drawing MV701.

35. Sheet EPD103N: Attic Floor Plan - North Wing - Electrical - Power - Demo

Description: ADD conduit and conductors to be demolished as shown in revised drawing EPD103N.

REVISE flood light demolition scope as shown in revised drawing EPD103N.

of 5

36. Sheet EP103N: Attic Floor Plan - North Wing - Electrical - Power

Description: ADD receptacle in elevator hoistway as shown in revised drawing EP103N.

37. Sheet EP104N: Roof Plan - North Wing - Electrical - Power

Description: ADD keynote 3 as shown in revised drawing EP104N.

38. Sheet E700: Electrical Schedules

Description: REVISE Distribution Panel DP/AT2 schedule as shown in revised drawing E700.

39. Sheet EL801 – Lighting Schedules

a. Added approved equals.

END OF ADDENDUM 2

1.A - 1

SECTION 1.A BID FOR LUMP SUM CONTRACT

Date:____________________________ BID OF (hereinafter called "Bidder") a corporation* organized and existing under laws of the State of , a partnership* consisting of , an individual* trading as , a joint venture* consisting of . *Insert Corporation(s), partnership or individual, as applicable.

TO: Curators of the University of Missouri c/o Associate Vice Chancellor – Facilities General Services Building, Room L100 University of Missouri Columbia, Missouri, 65211

1. Bidder, in compliance with invitation for bids for construction work in accordance with Drawings and Specifications prepared by The Lawrence Group Architects, entitled "Memorial Student Union – Maintenance Repairs and Second Floor Renovation to North Wing; Life Safety Upgrades to North, South, and AP Green Chapel", project number CP151701, dated November 16, 2017 having examined Contract Documents and site of proposed work, and being familiar with all conditions pertaining to construction of proposed project, including availability of materials and labor, hereby proposes to furnish all labor, materials and supplies to construct project in accordance with Contract Documents, within time set forth herein at prices stated below. Prices shall cover all expenses, including taxes not covered by the University of Missouri’s tax exemption status, incurred in performing work required under Contract documents, of which this Bid is a part.

Bidder acknowledges receipt of following addenda:

Addendum No. Dated Addendum No. Dated Addendum No. Dated Addendum No. Dated 2. In following Bid(s), amount(s) shall be written in both words and figures. In case of discrepancy between words and figures, words shall govern.

3. BID PRICING

a. Base Bid: The Bidder agrees to furnish all labor, materials, tools, and equipment required to renovate the Second Floor and perform maintenance repairs in the North Wing, and perform life safety upgrades in the North Wing, South Wing, and AP Green Chapel; all as indicated on the Drawings and described in these Specifications for sum of:

DOLLARS ($ ).

1.A - 2

b. Additive Alternate Bids:

Above Base Bid may be changed in accordance with following Alternate Bids as Owner may elect. Alternates are as described in Section 1.H of Project Manual. Alternates are written in a priority order, but Owner is not required to accept or reject in order listed. This is a one (1) contract project, therefore, Alternates shall be studied by each Bidder to determine effect on Bids of Contractor and each Subcontractor and/or Material supplier.

(1) Additive Alternate No. 1: Masonry screen wall at loading dock. All for sum of:

DOLLARS ($ ).

(2) Additive Alternate No. 2: Upgrade Electrical service. All for sum of:

DOLLARS ($ ).

(3) Additive Alternate No. 3: Upgrade North Tower to DDC controls. All for sum of:

DOLLARS ($ ).

(4) Additive Alternate No. 4: Replace Electrical panels. All for sum of:

DOLLARS ($ ).

(5) Additive Alternate No. 5: Replace North Tower passenger elevator. All for sum of:

DOLLARS ($ ).

(6) Additive Alternate No. 6: Remove all abandoned piping and equipment. All for sum of:

DOLLARS ($ ).

c. Unit Prices:

(1) For changing specified quantities of work from those indicated by Contract Drawings and Specifications, upon written instructions of Owner, the following Unit Prices shall prevail in accordance with General Conditions.

(2) The following Unit Prices include all labor, overhead and profit, materials, equipment, appliances, bailing, shoring, shoring removal, etc., to cover all work.

(3) The following Unit Prices are required where applicable to particular Base Bid and/or Alternate being submitted. (4) Only a single Unit Price shall be given and it shall apply for either MORE or LESS work than that indicated on Drawings and called for in Specifications as indicated to be included in Base Bid and/or Alternates. In the event that more or less units than so indicated is actually furnished, Change Orders will be issued for increased or decreased amounts as

1.A - 3

approved by the Owner.

(5) Bidder understands that the Owner will not be liable for any Unit Price or any amount in excess of Base Bid and any Alternate(s) accepted at time of award of Contract, except as expressed in written Change Orders duly executed and delivered by Owner's Representative.

FILL IN ONLY ONE PRICE PER LINE

Asbestos Removal.

(a) Friable Asbestos AHU Insulation, Base Bid quantity = 6,685 lin. ft. $ /lin. ft.

(b) Friable Asbestos Pipe Insulation,

Base Bid quantity = 590 lin. ft. $ /lin. ft.

(c) Friable Asbestos Pipe Fitting, Base Bid quantity = 145 ea. $ /ea.

(d) Non-Friable Level 1 Asbestos Floor Tile and Adhesive Mastic, Base Bid quantity = 4,500 sq. ft. $ /sq. ft.

(e) Non-Friable Level 1Asbestos Cove Base Mastic, Base Bid quantity = 50 lin. ft. $ /lin. ft.

(f) Non-Friable Level 2 Asbestos Floor Tile, Base Bid quantity = 6,200 sq. ft. $ /sq. ft.

(g) Non-Friable Level 2 Asbestos Floor Tile and Mastic, Base Bid quantity = 4,045 sq. ft. $ /sq. ft.

(h) Non-Friable Level 2 Asbestos Cove Base Mastic, Base Bid quantity = 135 lin. ft. $ /lin. ft.

(i) Non-Friable Asbestos Door, Window & Louver Caulk, Base Bid quantity = 375 lin. ft. $ /lin. ft.

(j) Non-Friable Asbestos Window Glaze, Base Bid quantity = 290 lin. ft. $ /lin. ft.

(k) Non-Friable Asbestos Vibration Dampeners, Base Bid quantity = 18 ea. $ /ea.

(l) Non-Friable Asbestos AHU Door Seam Tar, Base Bid quantity = 525 lin. ft. $ /lin. ft.

(m) Non-Friable Asbestos Transite Electrical Panel, Base Bid quantity = 20 sq. ft. $ /sq. ft.

4. PROJECT COMPLETION

1.A - 4

a. Contract Period - Contract period begins on the day the Contractor receives unsigned Contract, Performance Bond, Payment Bond, and "Instructions for Execution of Contract, Bonds, and Insurance Certificates." Bidder agrees to complete project within Three Hundred Sixty-seven (367) calendar days from receipt of aforementioned documents. Fifteen (15) calendar days have been allocated in construction schedule for receiving aforementioned documents from Bidder.

b. Commencement - Contractor agrees to commence work on this project after the "Notice to Proceed" is issued by the Owner. "Notice to Proceed" will be issued within seven (7) calendar days after Owner receives properly prepared and executed Contract documents listed in paragraph 4.a. above.

c. Special scheduling requirements: (1) Sub-basement, chilled water pumps and all chilled water piping must be complete prior to April 1, 2018. (2) Electrical Service upgrade, may begin on May 14, 2018. (3) Work in Starbuck’s and Wheatstone Bistro may occur between May 14 – June 4, 2018, and July 1 – July 31, 2018. (4) Work in Stotler Lounge, Level 1 restrooms and the corridor outside Level 1 Restrooms may occur between July 1, 2018 – August 13, 2018.

(5) Work in Tower Lounge, Bengal Lair, Disability Center, AP Green Chapel and the Ground Floor of the North Wing may occur between May 14, 2018 – August 20, 2018.

(6) Ductwork from the Attic to Level 1, and work on the Attic modification must be complete prior to AHU Switchover.

(7) AHU installation and switchover must be complete by July 20, 2018.

(8) Penthouse demolition, Roof level carbon fiber installation, Level 2 transfer beams, Level 2 column removal, and Roof installation may begin after AHU switchover.

(9) Mechanical, Electrical, Plumbing, and Fire Protection system switchovers may require weekend or night work to complete – coordinate all switchovers with Owner’s Representative prior to completion.

5. SUBCONTRACTOR LIST:

Bidder hereby certifies that the following subcontractors will be used in performance of Work:

NOTE: Failure to list subcontractors for each category of work identified on this form or listing more than one subcontractor for any category of work without designating the portion of work performed by each shall be grounds for rejection of bid. List name, city, and state of designated subcontractor, for each category of work listed in Bid For Lump Sum Contract. If work within a category will be performed by more than one subcontractor, Bidder shall provide name, city, and state of each subcontractor and specify exact portion of work to be performed by each. If acceptance/non-acceptance of Alternates will affect designation of a subcontractor, Bidder shall provide information, for each affected category, with this bid form. If Bidder intends to perform any designated subcontract work by using Bidder's own employees, then Bidder shall list their own name, city, and state. The bidder may petition the Owner to change a listed subcontractor only within 48 hours of the bid opening. See Information For Bidders Section 16 List of Subcontractors for requirements.

1.A - 5

_______________________________________________________________________________________________ Work to be performed Subcontractor Name, City, State _______________________________________________________________________________________________

Mechanical Contractor

Electrical Contractor

Fire Protection Contractor

Fire Alarm Contractor

Elevator Contractor

6. SUPPLIER DIVERSITY PARTICIPATION GOALS

a. The Contractor shall have as a goal, subcontracting with Minority Business Enterprise (MBE) of ten percent (10%), with Service Disabled Veteran Owned Business (SDVE) of three percent (3%); and with Women Business Enterprise (WBE), Disadvantage Business Enterprise (DBE), and/or Veteran Owned Business of ten percent (10%)[Write out goal in words (numbers)] of awarded contract price for work to be performed.

b. Requests for waiver of this goal shall be submitted on the attached Application For Waiver form. A determination by the Director of Facilities Planning & Development, UM, that a good faith effort has not been made by Contractor to achieve above stated goal may result in rejection of bid.

c. The Undersigned proposes to perform work with following Supplier Diversity participation level: MBE PERCENTAGE PARTICIPATION: _____________________ percent ( %) SDVE PERCENTAGE PARTICIPATION: _____________ percent ( %) WBE, DBE, and/or VETERAN PERCENTAGE PARTICIPATION:___________ percent ( %)

d. A Supplier Diversity Compliance Evaluation form shall be submitted with this bid for each diverse subcontractor to be used on this project.

7. BIDDER'S ACKNOWLEDGMENTS

a. Bidder declares that he has had an opportunity to examine the site of the work and he has examined Contract Documents therefore; that he has carefully prepared his bid upon the basis thereof; that he has carefully examined and checked bid, materials, equipment and labor required thereunder, cost thereof, and his figures therefore. Bidder hereby states that amount, or amounts, set forth in bid is, or are, correct and that no mistake or error has occurred in bid or in Bidder's computations upon which this bid is based. Bidder agrees that he will make no claim for reformation, modifications, revisions or correction of bid after scheduled closing time for receipt of bids.

b. Bidder agrees that bid shall not be withdrawn for a period of Ninety (90) days after scheduled closing time for receipt of bids.

1.A - 6

c. Bidder understands that Owner reserves right to reject any or all bids and to waive any informalities in bidding.

d. Accompanying the bid is a bid bond, or a certified check, or an irrevocable letter of credit, or a cashier's check payable without condition to "The Curators of the University of Missouri" which is an amount at least equal to five percent (5%) of amount of largest possible total bid herein submitted, including consideration of Alternates.

e. Accompanying the bid is a Bidder's Statement of Qualifications. Failure of Bidder to submit the Bidder's Statement of Qualifications with the bid may cause the bid to be rejected. Owner does not maintain Bidder's Statements of Qualifications on file.

f. It is understood and agreed that bid security of two (2) lowest and responsive Bidders will be retained until Contract has been executed and an acceptable Performance Bond and Payment Bond has been furnished. It is understood and agreed that if the bid is accepted and the undersigned fails to execute the Contract and furnish acceptable Performance/Payment Bond as required by Contract Documents, accompanying bid security will be realized upon or retained by Owner. Otherwise, the bid security will be returned to the undersigned.

8. BIDDER'S CERTIFICATE

Bidder hereby certifies:

a. His bid is genuine and is not made in interest of or on behalf of any undisclosed person, firm or corporation, and is not submitted in conformity with any agreement or rules of any group, association or corporation.

b. He has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid.

c. He has not solicited or induced any person, firm or corporation to refrain from bidding.

d. He has not sought by collusion or otherwise to obtain for himself any advantage over any other Bidder or over Owner.

e. He will not discriminate against any employee or applicant for employment because of race, color, religion, sex or national origin in connection with performance of work.

f. By virtue of policy of the Board of Curators, and by virtue of statutory authority, a preference will be given to materials, products, supplies, provisions and all other articles produced, manufactured, mined or grown within the State of Missouri. By virtue of policy of the Board of Curators, preference will also be given to all Missouri firms, corporations, or individuals, all as more fully set forth in "Information For Bidders."

1.A - 7

9. BIDDER'S SIGNATURE

Note: All signatures shall be original; not copies, photocopies, stamped, etc.

Authorized Signature Date

Printed Name Title

Company Name

Mailing Address

City, State, Zip

Phone No. Federal Employer ID No.

Fax No. E-Mail Address

Circle one: Individual Partnership Corporation Joint Venture

If a corporation, incorporated under the laws of the State of__________

Licensed to do business in the State of Missouri? ____yes _____no

(Each Bidder shall complete bid form by manually signing on the proper signature line above and supplying required information called for in connection with the signature. Information is necessary for proper preparation of the Contract, Performance Bond and Payment Bond. Each Bidder shall supply information called for in accompanying "Bidder's Statement of Qualifications.")

END OF SECTION

UNIVERSITY OF MISSOURI 16253 MEMORIAL STUDENT UNION - MAINTENANCE REPAIRS AND 2ND FLOOR RENOVATION MU PROJECT #CP151701 ADD.#2

FOLDING PANEL PARTITIONS 102239 - 1

SECTION 102239 - FOLDING PANEL PARTITIONS

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. Section Includes:

1. Manually operated, acoustical panel partitions.

B. Related Requirements:

1. Section 055000 "Metal Fabrications" for supports that attach supporting tracks to overhead structural system.

1.3 DEFINITIONS

A. NIC: Noise Isolation Class.

B. NRC: Noise Reduction Coefficient.

C. STC: Sound Transmission Class.

1.4 ACTION SUBMITTALS

A. Shop Drawings: For operable panel partitions.

1. Include plans, elevations, sections, attachment details. 2. Indicate stacking and operating clearances. Indicate location and installation

requirements for hardware and track, blocking, and direction of travel.

B. Samples for Initial Selection: For each type of exposed material, finish, covering, or facing.

1. Include Samples of accessories involving color selection.

1.5 INFORMATIONAL SUBMITTALS

A. Coordination Drawings: Reflected ceiling plans, drawn to scale, on which the following items are shown and coordinated with each other, using input from installers of the items involved:

http://contact.arcomnet.com/ContentContact.aspx?sect=102239&ver=03/01/16&format=FL&sid=12265



1. Partition track, track supports and bracing, switches, turning space, and storage layout. 2. Suspended ceiling components. 3. Structural members to which suspension systems will be attached. 4. Size and location of initial access modules for acoustical tile. 5. Items penetrating finished ceiling.

B. Setting Drawings: For embedded items and cutouts required in other work, including support-beam, mounting-hole template.

C. Qualification Data: For Installer.

D. Product Certificates: For each type of operable panel partition.

1. Include approval letter signed by manufacturer acknowledging Owner-furnished panel facing material complies with requirements.

E. Product Test Reports: For each operable panel partition, for tests performed by a qualified testing agency.

F. Field quality-control reports.

1.6 CLOSEOUT SUBMITTALS

A. Operation and Maintenance Data: For operable panel partitions to include in maintenance manuals.

1. In addition to items specified in Section 017823 "Operation and Maintenance Data," include the following:

a. Panel finish facings and finishes for exposed trim and accessories. Include precautions for cleaning materials and methods that could be detrimental to finishes and performance.

b. Seals, hardware, track, track switches, carriers, and other operating components. c. Electric operator and controls.

1.7 MAINTENANCE MATERIAL SUBMITTALS

A. Furnish extra materials, from the same production run, that match products installed and that are packaged with protective covering for storage and identified with labels describing contents.

1. Panel Finish-Facing Material: Furnish full width in quantity to cover both sides of two panels when installed.

1.8 QUALITY ASSURANCE

A. Installer Qualifications: An entity that employs installers and supervisors who are trained and approved by manufacturer.



1.9 DELIVERY, STORAGE, AND HANDLING

A. Protectively package and sequence panels in order for installation. Clearly mark packages and panels with numbering system used on Shop Drawings. Do not use permanent markings on panels.

1.10 WARRANTY

A. Special Warranty: Manufacturer agrees to repair or replace components of operable panel partitions that fail in materials or workmanship within specified warranty period.

1. Failures include, but are not limited to, the following:

a. Faulty operation of operable panel partitions. b. Deterioration of metals, metal finishes, and other materials beyond normal use.

2. Warranty Period: Two years from date of Substantial Completion.

PART 2 - PRODUCTS

2.1 PERFORMANCE REQUIREMENTS

A. Delegated Design: Engage a qualified professional engineer, as defined in Section 014000 "Quality Requirements," to design seismic bracing of tracks to structure above.

B. Acoustical Performance: Provide operable panel partitions tested by a qualified testing agency for the following acoustical properties according to test methods indicated:

1. Sound-Transmission Requirements: Operable panel partition assembly tested for laboratory sound-transmission loss performance according to ASTM E 90, determined by ASTM E 413, and rated for not less than the STC indicated.

2. Noise-Reduction Requirements: Operable panel partition assembly, identical to partition tested for STC, tested for sound-absorption performance according to ASTM C 423, and rated for not less than the NRC indicated.

3. Noise-Isolation Requirements: Installed operable panel partition assembly, identical to partition tested for STC, tested for NIC according to ASTM E 336, determined by ASTM E 413, and rated for 10 dB less than STC value indicated.

C. Fire-Test-Response Characteristics: Provide panels with finishes complying with one of the following as determined by testing identical products by a testing and inspecting agency acceptable to authorities having jurisdiction:

1. Surface-Burning Characteristics: Comply with ASTM E 84; testing by a qualified testing agency. Identify products with appropriate markings of applicable testing agency.

a. Flame-Spread Index: 25 or less. b. Smoke-Developed Index: 450 or less.



2. Fire Growth Contribution: Complying with acceptance criteria of local code and authorities having jurisdiction when tested according to NFPA 265 Method B Protocol or NFPA 286.

2.2 OPERABLE ACOUSTICAL PANELS

A. Operable Acoustical Panels: Partition system, including panels, seals, finish facing, suspension system, operators, and accessories.

1. Manufacturers: Subject to compliance with requirements, provide products by one of the following:

a. Advanced Equipment Corporation. b. Hufcor, Inc. c. KWIK-WALL Company. d. Moderco Inc. e. Modernfold, Inc. f. Panelfold Inc.

B. Panel Operation: Manually operated, individual panels.

C. Panel Construction: As required to support panel from suspension components and with reinforcement for hardware attachment. Fabricate panels with tight hairline joints and concealed fasteners. Fabricate panels so finished in-place partition is rigid; level; plumb; aligned, with tight joints and uniform appearance; and free of bow, warp, twist, deformation, and surface and finish irregularities.

D. Dimensions: Fabricate operable acoustical panel partitions to form an assembled system of dimensions indicated and verified by field measurements.

1. Panel Width: As indicated.

E. STC: Not less than 47.

F. NRC: Not less than 0.60.

G. Panel Thickness: Minimum dimension of 3 inches (75 mm).

H. Panel Materials: 1. Steel Frame: Manufacturer's standard.

I. Panel Closure: Manufacturer's standard unless otherwise indicated.

J. Hardware: Manufacturer's standard as required to operate operable panel partition and accessories; with decorative, protective finish.

1. Hinges: Manufacturer's standard.

http://www.specagent.com/Lookup?ulid=7619

http://www.specagent.com/Lookup?uid=123457064724








2.3 SEALS

A. Description: Seals that produce operable panel partitions complying with performance requirements and the following:

1. Manufacturer's standard seals unless otherwise indicated. 2. Seals made from materials and in profiles that minimize sound leakage. 3. Seals fitting tight at contact surfaces and sealing continuously between adjacent panels

and between operable panel partition perimeter and adjacent surfaces, when operable panel partition is extended and closed.

B. Vertical Seals: Deep-nesting, interlocking steel astragals mounted on each edge of panel, with continuous, resilient acoustical seal.

C. Horizontal Top Seals: [ontinuous-contact, resilient seal exerting uniform constant pressure on track or resilient, mechanical, retractable, constant-force-contact seal exerting uniform constant pressure on track when extended.

D. Horizontal Bottom Seals: Manufacturer's standard continuous-contact seal exerting uniform constant pressure on floor.

2.4 PANEL FINISH FACINGS

A. Description: Finish facings for panels that comply with indicated fire-test-response characteristics and that are factory applied to operable panel partitions with appropriate backing, using mildew-resistant nonstaining adhesive as recommended by facing manufacturer's written instructions.

a. THE FINISH FACING WILL BE FABRIC TO MATCH THE EXISTING PARTITIONS IN THE STOTLER LOUNGE N103B. ADD.#2

b. Apply one-piece, seamless facings free of air bubbles, wrinkles, blisters, and other defects, with edges tightly butted, and with invisible seams complying with Shop Drawings for location, and with no gaps or overlaps.

2.5 SUSPENSION SYSTEMS

A. Tracks: Steel or aluminum mounted directly to overhead structural support, with adjustable steel hanger rods for overhead support, designed for operation, size, and weight of operable panel partition indicated. Size track to support partition operation and storage without damage to suspension system, operable panel partitions, or adjacent construction. Limit track deflection to no more than 0.10 inch (2.54 mm) between bracket supports. Provide a continuous system of track sections and accessories to accommodate configuration and layout indicated for partition operation and storage. 1. Head Closure Trim: As required for acoustical performance; with factory-applied,

decorative, protective finish.

B. Carriers: Trolley system as required for configuration type, size, and weight of partition and for easy operation; with ball-bearing wheels.

1. Multidirectional Carriers: Capable of negotiating intersections without track switches.



C. Track Intersections, Switches, and Accessories: As required for operation, storage, track configuration, and layout indicated for operable panel partitions, and compatible with partition assembly specified. Fabricate track intersections and switches from steel or aluminum.

1. Curve-and-Diverter Switches: Allow radius turns to divert panels to an auxiliary track. 2. L Intersections: Allow panels to change 90 degrees in direction of travel. 3. T Intersections: Allow panels to pass through or change 90 degrees to another direction

of travel. 4. X Intersections: Allow panels to pass through or change travel direction full circle in 90-

degree increments, and allow one partition to cross track of another. 5. Multidirectional Switches: Adjustable switch configuring track into L, T, or X intersections

and allowing panels to be moved in all pass-through, 90-degree change, and cross-over travel direction combinations.

6. Center carrier stop.

D. Steel Finish: Manufacturer's standard, factory-applied, corrosion-resistant, protective coating unless otherwise indicated.

2.6 ACCESSORIES

A. Storage Pocket Door: Full height at end of partition runs to conceal stacked partition; CUSTOM AS INDICATED ON DRAWINGS. ADD.#2

B. Hinges in finish to match other exposed hardware.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Examine flooring, floor levelness, structural support, and opening, with Installer present, for compliance with requirements for installation tolerances and other conditions affecting performance of operable panel partitions.

B. Proceed with installation only after unsatisfactory conditions have been corrected.

3.2 INSTALLATION

A. Install operable panel partitions and accessories after other finishing operations, including painting, have been completed in area of partition installation.

B. Install panels in numbered sequence indicated on Shop Drawings.

C. Broken, cracked, chipped, deformed, or unmatched panels are not acceptable.

D. Broken, cracked, deformed, or unmatched gasketing or gasketing with gaps at butted ends is not acceptable.

E. Light-Leakage Test: Illuminate one side of partition installation and observe vertical joints and top and bottom seals for voids. Adjust partitions for alignment and full closure of vertical joints



and full closure along top and bottom seals. Perform test and make adjustments before NIC testing.

3.3 ADJUSTING

A. Adjust operable panel partitions, hardware, and other moving parts to function smoothly, and lubricate as recommended by manufacturer.

B. Adjust storage pocket doors to operate smoothly and easily, without binding or warping.

C. Verify that safety devices are properly functioning.

3.4 MAINTENANCE SERVICE

A. Maintenance Service: Beginning at Substantial Completion, maintenance service shall include three months' full maintenance by manufacturer's authorized service representative. Include quarterly preventive maintenance, repair or replacement of worn or defective components, lubrication, cleaning, and adjusting as required for proper operable-partition operation. Parts and supplies shall be manufacturer's authorized replacement parts and supplies.

3.5 DEMONSTRATION

A. Engage a factory-authorized service representative to train Owner's maintenance personnel to adjust, operate, and maintain operable panel partitions.

END OF SECTION 102239

UNIVERSITY OF MISSOURI 16253 MEMORIAL STUDENT UNION - MAINTENANCE REPAIRS AND 2ND FLOOR RENOVATION MU PROJECT #CP151701 ADD.#2 – ENTIRE SECTION

WALL AND DOOR PROTECTION 102600 - 1

SECTION 102600 - WALL AND DOOR PROTECTION

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. Section Includes: 1. Corner guards.

1.3 ACTION SUBMITTALS

A. Product Data: For each type of product.

1. Include construction details, material descriptions, impact strength, dimensions of individual components and profiles, and finishes.

2. Include fire ratings of units recessed in fire-rated walls and listings for door-protection items attached to fire-rated doors.

B. Shop Drawings: For each type of wall and door protection showing locations and extent.

1. Include plans, elevations, sections, and attachment details.

C. Samples for Initial Selection: For each type of impact-resistant wall-protection unit indicated, in each color and texture specified.

D. Samples for Verification: For each type of exposed finish on the following products, prepared on Samples of size indicated below: 1. Corner Guards: 12 inches (300 mm) long. Include example top caps.

1.4 INFORMATIONAL SUBMITTALS

A. Product Certificates: For each type of handrail.

B. Material Certificates: For each type of exposed plastic material.

C. Sample Warranty: For special warranty.

http://contact.arcomnet.com/ContentContact.aspx?sect=102600&ver=06/01/17&format=FL&sid=13782



1.5 CLOSEOUT SUBMITTALS

A. Maintenance Data: For each type of wall and door protection product to include in maintenance manuals.

1. Include recommended methods and frequency of maintenance for maintaining best condition of plastic covers under anticipated traffic and use conditions. Include precautions against using cleaning materials and methods that may be detrimental to finishes and performance.

1.6 MAINTENANCE MATERIAL SUBMITTALS

A. Furnish extra materials that match products installed and that are packaged with protective covering for storage and identified with labels describing contents.

1. Corner-Guard Covers: Full-size plastic covers of maximum length equal to 2 percent of each type, color, and texture of cover installed, but no fewer than ONE, 96-inch- long unit.

2. Mounting and Accessory Components: Amounts proportional to the quantities of extra materials. Package mounting and accessory components with each extra material.

1.7 DELIVERY, STORAGE, AND HANDLING

A. Store wall and door protection in original undamaged packages and containers inside well-ventilated area protected from weather, moisture, soiling, extreme temperatures, and humidity.

1. Maintain room temperature within storage area at not less than 70 deg F (21 deg C) during the period plastic materials are stored.

2. Keep plastic materials out of direct sunlight. 3. Store plastic wall- and door-protection components for a minimum of 72 hours, or until

plastic material attains a minimum room temperature of 70 deg F (21 deg C).

a. Store corner-guard covers in a vertical position.

1.8 WARRANTY

A. Special Warranty: Manufacturer agrees to repair or replace components of wall-protection units that fail in materials or workmanship within specified warranty period.

1. Failures include, but are not limited to, the following:

a. Structural failures including detachment of components from each other or from the substrates, delamination, and permanent deformation beyond normal use.

b. Deterioration of metals, metal finishes, plastics, and other materials beyond normal use.

2. Warranty Period: Five years from date of Substantial Completion.



PART 2 - PRODUCTS

2.1 MANUFACTURERS

A. Source Limitations: Obtain wall-protection products from single source from single manufacturer.

2.2 PERFORMANCE REQUIREMENTS

A. Surface Burning Characteristics: Comply with ASTM E 84 or UL 723; testing by a qualified testing agency. Identify products with appropriate markings of applicable testing agency.

1. Flame-Spread Index: 25 or less. 2. Smoke-Developed Index: 450 or less.

2.3 CORNER GUARDS

A. Flush-Mounted, Plastic-Cover Corner Guards: Manufacturer's standard, PVC-free assembly consisting of snap-on, resilient plastic cover that is flush with adjacent wall surface, installed over retainer; including mounting hardware; fabricated with 90- or 135-degree turn to match wall condition; full wall height.

1. Manufacturers: Subject to compliance with requirements, provide products by one of the following:

a. Construction Specialties, Inc. b. InPro Corporation (IPC). c. JL Industries, Inc.; a division of the Activar Construction Products Group. d. Korogard Wall Protection Systems; a division of RJF International Corporation. e. Nystrom, Inc.

2. Cover: Extruded rigid plastic, minimum 0.100-inch (2.5-mm) wall thickness; as follows:

a. Profile: Nominal 2-inch- (50-mm-) long leg and 1/4-inch (6-mm) corner radius. b. Height: 8 feet (2.4 m). c. Color and Texture: As selected by Architect from manufacturer's full range.

3. Continuous Retainer: Minimum 0.060-inch- (1.5-mm-) thick, one-piece, extruded aluminum.

4. Retainer Clips: Manufacturer's standard impact-absorbing clips. 5. Aluminum Cove Base: Nominal 4 inches (100 mm) high.

2.4 MATERIALS

A. Plastic Materials: Chemical- and stain-resistant, high-impact-resistant plastic with integral color throughout; extruded and sheet material as required, thickness as indicated.

http://www.specagent.com/Lookup?ulid=665








B. Polycarbonate Plastic Sheet: ASTM D 6098, S-PC01, Class 1 or Class 2, abrasion resistant; with a minimum impact-resistance rating of 15 ft.-lbf/in. (800 J/m) of notch when tested according to ASTM D 256, Test Method A.

C. Fasteners: Aluminum, nonmagnetic stainless-steel, or other noncorrosive metal screws, bolts, and other fasteners compatible with items being fastened. Use security-type fasteners where exposed to view.

2.5 FABRICATION

A. Fabricate wall and door protection according to requirements indicated for design, performance, dimensions, and member sizes, including thicknesses of components.

B. Factory Assembly: Assemble components in factory to greatest extent possible to minimize field assembly. Disassemble only as necessary for shipping and handling.

C. Quality: Fabricate components with uniformly tight seams and joints and with exposed edges rolled. Provide surfaces free of wrinkles, chips, dents, uneven coloration, and other imperfections. Fabricate members and fittings to produce flush, smooth, and rigid hairline joints.

2.6 FINISHES

A. Protect finishes on exposed surfaces from damage by applying a strippable, temporary protective covering before shipping.

B. Appearance of Finished Work: Noticeable variations in same piece are not acceptable. Variations in appearance of adjoining components are acceptable if they are within the range of approved Samples and are assembled or installed to minimize contrast.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Examine substrates and wall areas, with Installer present, for compliance with requirements for installation tolerances, fire rating, and other conditions affecting performance of the Work.

B. Examine walls to which wall and door protection will be attached for blocking, grounds, and other solid backing that have been installed in the locations required for secure attachment of support fasteners.

1. For wall and door protection attached with adhesive, verify compatibility with and suitability of substrates, including compatibility with existing finishes or primers.

C. Proceed with installation only after unsatisfactory conditions have been corrected.

3.2 PREPARATION

A. Complete finishing operations, including painting, before installing wall and door protection.



B. Before installation, clean substrate to remove dust, debris, and loose particles.

3.3 INSTALLATION

A. Installation Quality: Install wall and door protection according to manufacturer's written instructions, level, plumb, and true to line without distortions. Do not use materials with chips, cracks, voids, stains, or other defects that might be visible in the finished Work.

B. Accessories: Provide splices, mounting hardware, anchors, trim, joint moldings, and other accessories required for a complete installation.

1. Provide anchoring devices and suitable locations to withstand imposed loads.

3.4 CLEANING

A. Immediately after completion of installation, clean plastic covers and accessories using a standard ammonia-based household cleaning agent.

B. Remove excess adhesive using methods and materials recommended in writing by manufacturer.

END OF SECTION 102600

UNIVERSITY OF MISSOURI 16253 MEMORIAL STUDENT UNION - MAINTENANCE REPAIRS AND 2ND FLOOR RENOVATION MU PROJECT #CP151701

JCI CONTROL SYSTEMS 23 09 00 - 1

SECTION 230900 - JCI CONTROL SYSTEMS

PART 1 - GENERAL

1.01 SUMMARY

A. University of Missouri Controls Specification. B. This section contains requirements for, electric and digital control systems as indicated on the

contract drawings.

C. Contractor is responsible for providing, installing and connecting all sensors, control valves, control dampers, electrical components and electrical wiring between these devices and up to the Direct Digital Controller (DDC).

D. DDC controllers consist of Johnson Controls METASYS controllers, type NAE, DX, FEC, IOM,

AHU, VAV, VMA, or UNT controllers. Owner will provide Johnson Controls METASYS controllers for the contractor to install.

E. After all equipment has been installed, wired and piped, Owner will be responsible for all

termination connections at the DDC controller’s and for checking, testing, programming and start-up of the control system. Contractor must be on site at start-up to make any necessary hardware adjustments as required.

F. Once each mechanical system is completely operational under the new control system,

contractor shall make any final connections and adjustments. For controls renovation jobs, contractor shall remove all unused sensors, operators, panels, wiring, tubing, conduit, etc. Owner shall have the option of retaining any removed pneumatic controls.

1.02 RELATED SECTIONS

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

1.03 QUALITY ASSURANCE

A. Contractor's Qualifications: 1. Contractor shall be regularly engaged in the installation of digital control systems and

equipment, of types and sizes required. Contractor shall have a minimum of five years experience installing digital control systems. Contractor shall supply sufficient and competent supervision and personnel throughout the project in accordance with General Conditions section 3.4.1 and 3.4.4.

B. Codes and Standards:

1. Electrical Standards: Provide electrical components of control systems which have been UL-listed and labeled, and comply with NEMA standards.

2. NEMA Compliance: Comply with NEMA standards pertaining to components and devices for control systems.

3. NFPA Compliance: Comply with NFPA 90A "Standard for the Installation of Air Conditioning and Ventilating Systems" where applicable to controls and control sequences.

4. NFPA Compliance: Comply with NFPA 70 "National Electric Code."



1.04 SUBMITTALS

A. Shop Drawings: Submit shop drawings for each control system, containing the following information:

B. Product data for each damper, valve, and control device. C. Schematic flow diagrams of system showing fans, pumps, coils, dampers, valves, and control

devices. D. Label each control device with setting or adjustable range of control. E. Indicate all required electrical wiring. Clearly differentiate between portions of wiring that are

factory-installed and portions to be field-installed. F. Provide details of faces on control panels, including controls, instruments, and labeling. G. Include written description of sequence of operation.

H. Provide wiring diagrams of contractor provided interface and I/O panels.

I. Provide field routing of proposed network bus diagram listing all devices on bus.

PART 2 PRODUCTS

2.01 MATERIALS AND EQUIPMENT

A. Conduit and Raceway: 1. Electrical Metallic Tubing: EMT and fittings shall conform to ANSI C80.3. 2. Surface Metal Raceway and Fittings: Wiremold 500, Ivory, or approved equal. 3. Flexible Metal Conduit: Indoors, per National Electric Code for connection to moving or

vibrating equipment. 4. Liquidtight Flexible Conduit: Outdoors, per National Electric Code for connection to

moving or vibrating equipment. B. Control Valves: Provide factory fabricated electric control valves of type, body material, and

pressure class as indicated on the drawings. Butterfly style control valves are not acceptable except for two position applications. Equip control valves, with proper shutoff rating for each individual application. 1. Steam and Hot Water:

a) Manufacturer: Do not allow KMC valves and actuators. b) Water Service Valves: Equal percentage characteristics. c) Steam Service Valves: Equal percentage characteristics. d) Single Seated Valves: Cage type trim, providing seating and guiding surfaces for

plug on "top and bottom" guided plugs. e) Valve Trim and Stems: Polished stainless steel. f) Packing: Spring-loaded Teflon, self-adjusting. g) Control valves should have a minimum 100 psi close-off rating for chilled water

applications. 2. Hydronic Chilled Water and Heating Water:

a) Hydronic control valves shall be pressure independent. The flow through the valve shall not vary more than +/- 5% due to system pressure fluctuations across the valve in the selected operating range. The control valve shall accurately control



the flow from 1 to 100% full rated flow. b) The valve bodies shall be of cast iron, steel or bronze and rated for 150 PSI

working pressure. All internal parts shall be stainless steel, steel, Teflon, brass, or bonze.

c) Valves shall be DeltaP Valves manufactured by Flow Control Industries, Belimo P Series, Danfoss AB-QM Series, or approved equal. Belimo EV050 Series is not acceptable.

d) The valves shall have pressure taps across the valve for measuring the pressure drop across the valve. The pressure taps shall have ½-inch extensions for accessibility.

e) Control valves shall be installed with unions or flanges as necessary for easy removal and replacement.

f) Valve Tag shall include the model number, AHU being served, design flow, and maximum flow for that valve.

g) The control valves shall be delivered preset to the scheduled design flow and should be capable of reaching 110% of the design flow to allow for field adjustment for capacity changes.

C. Steam Control Valves

1. General: a) Two-position valves shall have a maximum pressure drop equal to 10% of the inlet

pressure. b) Modulating control valves shall have modified linear characteristics. c) Two modulating control valves in parallel shall have 1/3 – 2/3 capacities sequenced

so that the smaller valve opens first. d) The pressure drop through a modulating control valve with an inlet pressure less

than or equal to 15 psig gauge shall be equal to 80% of the inlet pressure. In no case shall the inlet pressure of the equipment after the valve be less than 2 psig gauge, except for integral face and bypass coils where the inlet pressure after the valve shall not be less than 5 psig gauge.

e) The pressure drop through modulating control valves with inlet pressures greater than 15 psig gauge shall be required to provide outlet pressure of 1 psi above the scheduled or specified inlet pressure of the equipment served.

f) Piping geometry correction factors for Cv ratings shall be used and stated for ball valves, butterfly valves, or non-characterized valves.

2. Two-Position or Modulating (Low Pressure: 15 psi or below): a) Globe 1/2" to 2”:

(1) Design Pressure: 100 psi Design Temperature: 337ºF

(2) Bronze body; stainless steel trim, plug, stem and seat; EPDM or PTFE packing; threaded ends.

b) Globe 2-1/2” to 6”: (1) Design Pressure: 100 psi

Design Temperature: 337ºF (2) Cast iron body; stainless steel trim, plug, stem and seat; EPDM or PTFE

packing; flanged ends.

D. Control Dampers: Ruskin CD-50 or approved equal.

1. Provide dampers with parallel blades for 2- position control. 2. Provide opposed blades for modulating control. 3. Dampers shall be low leakage design with blade and edge seals. 4. Provide multiple sections and operators as required by opening size and sequence of

operations, as indicated on the contract drawings.



E. Electric Actuators: Johnson Controls, Bray, Belimo, TAC or approved equal. KMC actuators are not approved. Size electric actuators to operate their appropriate dampers or valves with sufficient reserve power to provide smooth modulating action or 2-position action as specified. If mixed air AHU has return air, exhaust air and outside air dampers that are not mechanically linked then static safety switch must be installed and wired to safety circuit. Spring return actuators should be provided on heat exchanger control valves or dampers or as specified on the drawings. Control signal shall be 0 to 10 VDC unless otherwise specified on drawings. Actuators with integral damper end switch are acceptable. For VAV reheat valves, actuators shall have a manual override capability to aid in system flushing, startup, and balancing.

F. Air and Hot Water Electronic Temperature Sensors:

1. All electronic temperature sensors shall be compatible with Johnson METASYS systems.

2. Sensors shall be 1,000 ohm platinum, resistance temperature detectors (RTDs) with two wire connections. Duct mounted sensors shall be averaging type. Contractor may install probe type when field conditions prohibit averaging type, but must receive permission from Owner's Representative.

3. Coordinate thermowell manufacturer with RTD manufacturer. Thermowells that are installed by the contractor, but are to have the RTD installed by owner, must be Johnson Controls Inc. series WZ-1000.

G. Electronic Temperature Sensors and Transmitters:

1. Chilled Water, Heating Hot Water, and Steam Temperature Sensors a) General: The RTD/Temperature Transmitter/Thermowell assembly shall come as

a complete assembly from a single manufacturer. The Assembly shall be suitable for use in the accurate measurement of Chilled/Tower/Hot Water and steam temperatures in a mechanical room environment.

b) Calibration: Each RTD must be match calibrated to the Transmitter via NIST traceable calibration standards. Results are to be programmed into the transmitter. Results are to be presented on report as after condition at the specified calibration points. Assembly shall not be approved for installation until Owner has received all factory calibration reports.

c) RTD: (1) RTD type: 2-wire or 3-wire 100 ohm platinum class A (2) Outside Diameter: 0.25 inch (3) Tolerance: +/- 0.06% Type A (4) Stability: +/- 0.1 % over one year. (5) TCR: 0.00385 (ohm/ohm/oC). (6) RTD shall be tip sensitive. (7) Resistance vs. Temperature table for the RTD must be provided to the

Owner. d) Transmitter:

(1) Transmitter shall be match calibrated to the RTD and assembled as a matched pair.

(2) Type: 2 wire (loop powered) (3) Input: 2 or 3 wire 100 ohm platinum class A or class B RTD (4) Output: Output shall be a 4-20 mA signal linear to temperature (5) Calibrated Span:

(a) Chilled Water: 30 oF to 130 oF. (b) Tower Water: 30 oF to 130 oF. (c) Hot Water: 100 oF to 250 oF. (d) Steam: 150 oF to 450 oF

(6) Calibration Accuracy, including total of all errors, of the Transmitter & RTD matched pair over the entire span shall be within +/- 0.2% of the calibrated span or +/- 0.18 oF, whichever is greater.



(7) Supply Voltage: 24 VDC. (8) Ambient Operating Temp.: 32 to 122 oF (9) Epoxy potted for moisture resistance. (10) Mounting: Transmitter shall be mounted in the RTD connection head.

e) Thermowell (1) Thermowell shall be suitable for immersion in chilled/hot water and steam. (2) Thermowell shall be reduced tip. (3) Thermowell shall be one piece stainless steel machined from solid bar stock. (4) Thermowell shall have 1/2” NPT process connection to pipe thred-o-let. (5) Thermowell Insertion depth shall be ½ the inside pipe diameter but not to

exceed 10”. f) Assembly:

(1) Assembly configuration: Spring loaded RTD with thermowell-double ended hex-connection head.

(2) Connection head shall be cast aluminum with chain connecting cap to body, have 1/2” NPT process and 3/4” NPT conduit connections, and a sealing gasket between cap and body.

g) RTD/Temperature Transmitter/Thermowell assembly shall be the following or approved equal: (1) Manufacturer: Pyromation, Inc. (2) Chilled Water: RAF185L-S4C[length code]08-SL-8HN31,TT440-385U-S(30-

130)F with calibration SMC(40,60)F (3) Tower Water: RAF185L-S4C[length code]08-SL-8HN31,TT440-385U-

S(5130)F with calibration SMC(55,85)F (4) Hot Water: RAF185L-S4C[length code]08T2-SL-8HN31,TT440-385U-S(100-

250)F with calibration SMC(140,180)F (5) team: RAT185H-S4C[length code]08T2-SL-8HN31,TT440-385U-S(150-

450)F with calibration SMC(300,350)F

H. Occupant Override: Provide wall mounted occupant override button in locations shown on drawings.

I. Low Limit Controllers: Provide unit-mounted low limit controllers, of rod-and-tube type, with an

adjustable set point and a manual reset. Capillary shall be of adequate length to horizontally traverse face of cooling coil every 12". Multiple low limit controllers may be required for large coils. Controller shall have an extra set of contactors for connection to control panel for alarm status. Locate the thermostat case and bellows where the ambient temperature is always warmer than the set point. 1. Freeze Stats: Johnson Controls model A70HA-1 or approved equal.

J. Humidistats: Humidistats must be contamination resistant, capable of ±2% RH accuracy, have

field adjustable calibration and provide a linear proportional signal. 1. HD20K-T91 or equivalent.

K. Humidity High Limit

1. Multi-function device that can function as a high limit or proportional override humidity controller, as stand-alone proportional controller, or a stand-alone two-position controller. a) Johnson Controls TRUERH HL-67N5-8N00P or approved equal.

L. Carbon Dioxide Sensor:

1. Wall Mount: ACI Model ESENSE-R. 2. Duct Mount: ACI Model ESENSE-D.



M. Fan/Pump Status: Status points for fan or pump motors with a VFD must be connected to the terminal strip of the VFD for status indication. Current switches: Current switches are required for fan and pump statuses that are not connected to a VFD. The switches must have an adjustable trip setpoint with LED indication and be capable of detecting broken belts or couplings. Units shall be powered by monitored line, UL listed and CE certified, and have a five year warranty. 1. Kele, Hawkeye or approved equal.

N. Relays Used for Fan and Pump Start/Stop: Must have LED indication and be mounted

externally of starter enclosure or VFD. 1. Kele, RIBU1C or approved equal.

O. Power Supply Used to Provide Power to Contractor-Provided Control Devices: Shall have

adjustable DC output, screw terminals, overload protection and 24 VAC and 24 VDC output. 1. Kele, DCPA-1.2 or approved equal.

P. Pressure Differential Switch:

1. Fans: NECC model DP222 or approved equal. Q. Differential Pressure Transmitter: Provide units with linear analog 4-20mA output proportional

to differential pressure, compatible with the Johnson METASYS Systems. 1. Water: Units shall be wet/wet differential pressure capable of a bi-directional pressure

range of +/- 50 psid. Accuracy shall be +/- 0.25% full scale with a compensated temperature range of 30 to 150 deg F and a maximum working pressure of 250 psig. Install transmitter in a pre-manufactured bypass valve assembly with shut-off valves, vent valves and a bypass valve, all enclosed in a NEMA 1 enclosure. a) Setra model 230 with Kele model BVA-5 bypass valve assembly, or approved

equal. 2. Air: Units shall be capable of measuring a differential pressure of 0 to 5 in. WC.

Accuracy shall be +/- 1.0% full scale with a compensated temperature range of 40 to 149 deg F and a maximum working pressure of 250 psig. a) Setra model 267, or approved equal. b) Shall be installed in control panel and piped 2/3 down the duct unless shown

otherwise or approved by owners representative.

R. Building Static Pressure: Transducer shall utilize a ceramic capacitive sensing element to provide a stable linear output over the specified range of building static pressure. Transducer shall be housed in a wall-mounted enclosure with LCD display. Transducer shall have the following capabilities: 1. Input Power: 24 VAC 2. Output: 0-10 VDC 3. Pressure Range: -0.25 to +0.25 inches w.g. 4. Display: 3-1/2 digit LCD, displaying pressure in inches w.g. 5. Accuracy: +/- 1.0% combined linearity and hysteresis 6. Temperature effect: 0.05% / deg C 7. Zero drift (1 year): 2.0% max 8. Zero adjust: Push-button auto-zero and digital input 9. Operating Environment: 0 to 140 deg F, 90% RH (non-condensing) 10. Fittings: Brass barbs, 1/8” O.D. 11. Enclosure: High-impact ABS plastic 12. Outdoor Sensing Tube Enclosure: UV stabilized thermoplastic or aluminum “can”

enclosure to shield outdoor pressure sensing tube from wind effects. 13. Transducer shall be Veris Industries Model PXPLX01S, equivalent from Setra, or

approved equal.



S. High Static Pressure Limit Switch: Provide pressure high limit switch to open contact in fan circuit to shut down the supply fan when the inlet static pressure rises above the set point. Provide with an adjustable set point, a manual reset button, 2 SPST (normally closed) contacts, and ¼” compression fittings. 1. Kele model AFS-460-DDS, or approved equal.

T. Airflow/Temperature Measurement Devices: 1. Provide airflow/temperature measurement devices where indicated on the plans. Fan inlet

measurement devices shall not be substituted for duct or plenum measurement devices indicated on the plans.

2. The measurement device shall consist of one or more sensor probe assemblies and a single, remotely mounted, microprocessor-based transmitter. Each sensor probe assembly shall contain one or more independently wired sensor housings. The airflow and temperature readings calculated for each sensor housing shall be equally weighted and averaged by the transmitter prior to output. Pitot tubes and arrays are not acceptable. Vortex shedding flow meters are not acceptable.

3. All Sensor Probe Assemblies a) Each sensor housing shall be manufactured of a U.L. listed engineered

thermoplastic. b) Each sensor housing shall utilize two hermetically sealed, bead-in-glass thermistor

probes to determine airflow rate and ambient temperature. Devices that use “chip” or diode case type thermistors are unacceptable. Devices that do not have 2 thermistors in each sensor housing are not acceptable.

c) Each sensor housing shall be calibrated at a minimum of 16 airflow rates and have an accuracy of +/-2% of reading over the entire operating airflow range. Each sensor housing shall be calibrated to standards that are traceable to the National Institute of Standards and Technology (NIST). (1) Devices whose accuracy is the combined accuracy of the transmitter and

sensor probes must demonstrate that the total accuracy meets the performance requirements of this specification throughout the measurement range.

d) The operating temperature range for the sensor probe assembly shall be -20° F to 160 F. The operating humidity range for the sensor probe assembly shall be 0-99% RH (non-condensing).

e) Each temperature sensor shall be calibrated at a minimum of 3 temperatures and have an accuracy of +/-0.15° F over the entire operating temperature range. Each temperature sensor shall be calibrated to standards that are traceable to the National Institute of Standards and Technology (NIST).

f) Each sensor probe assembly shall have an integral, U.L. listed, plenum rated cable and terminal plug for connection to the remotely mounted transmitter. All terminal plug interconnecting pins shall be gold plated.

g) Each sensor assembly shall not require matching to the transmitter in the field. h) A single manufacturer shall provide both the airflow/temperature measuring

probe(s) and transmitter at a given measurement location. 4. Duct and Plenum Sensor Probe Assemblies

a) Sensor housings shall be mounted in an extruded, gold anodized, 6063 aluminum tube probe assembly. Thermistor probes shall be mounted in sensor housings using a waterproof marine grade epoxy resin. All wires within the aluminum tube shall be Kynar coated.

b) The number of sensor housings provided for each location shall be as follows: (1) Area (sq.ft.) Sensors

<2 4 2 to <4 6 4 to <8 8



8 to <16 12 >=16 16

c) Probe assembly mounting brackets shall be constructed of 304 stainless steel. Probe assemblies shall be mounted using one of the following options: (1) Insertion mounted through the side or top of the duct. (2) Internally mounted inside the duct or plenum. (3) Standoff mounted inside the plenum.

d) The operating airflow range shall be 0 to 5,000 FPM unless otherwise indicated on the plans.

5. Fan Inlet Sensor Probe Assemblies a) Sensor housings shall be mounted on 304 stainless steel blocks. b) Mounting rods shall be field adjustable to fit the fan inlet and constructed of nickel

plated steel. c) Mounting feet shall be constructed of 304 stainless steel. d) The operating airflow range shall be 0 to 10,000 FPM unless otherwise indicated on

the plans. 6. Transmitters

a) The transmitter shall have a 16 character alpha-numeric display capable of displaying airflow, temperature, system status, configuration settings and diagnostics. Configuration settings and diagnostics shall be accessed through a pushbutton interface on the main circuit board. Airflow shall be field configurable to be displayed as a velocity or a volumetric rate.

b) The transmitter shall be capable of independently monitoring and averaging up to 16 individual airflow and temperature readings. The transmitter shall be capable of displaying the airflow and temperature readings of individual sensors on the LCD display.

c) The transmitter shall have a power switch and operate on 24 VAC (isolation not required). The transmitter shall use a switching power supply fused and protected from transients and power surges.

d) All interconnecting pins, headers and connections on the main circuit board, option cards and cable receptacles shall be gold plated.

e) The operating temperature range for the transmitter shall be -20° F to 120° F. The transmitter shall be protected from weather and water.

f) The transmitter shall be capable of communicating with the host controls using one of the following interface options: (1) Linear analog output signal: Field selectable, fuse protected and isolated, 0-

10VDC and 4-20mA (4-wire). (2) RS-485: Field selectable BACnet-MS/TP, ModBus-RTU and Johnson Controls

N2 Bus. (3) 10 Base-T Ethernet: Field selectable BACnet Ethernet, BACnet-IP, ModBus-

TCP and TCP/IP. (4) LonWorks Free Topology.

g) The transmitter shall have an infra-red interface capable of downloading individual sensor airflow and temperature data or uploading transmitter configuration data to a handheld PDA (Palm or Microsoft Pocket PC operating systems).

7. The measuring device shall be UL listed as an entire assembly. 8. The manufacturer’s authorized representative shall review and approve placement and

operating airflow rates for each measurement location indicated on the plans. A written report shall be submitted to the consulting mechanical engineer if any measurement locations do not meet the manufacturer’s placement requirements.

9. Manufacturer a) Primary flow elements, sensors, meters and transducers shall be EBTRON, Inc.

Model GTx116-P and GTx116-F or approved equal.



b) The naming of any manufacturer does not automatically constitute acceptance of this standard product nor waive their responsibility to comply totally with all requirements of the proceeding specification.

U. Electrical Requirements: Provide electric switches, electrical devices, and relays that are UL-

listed and of type which meet current and voltage characteristics of the project. All devices shall be of industrial/ commercial grade or better. Residential types will be rejected. 1. EP Switches: Landis & Gyr Powers, Inc. Series 265 - Junction Box Type or approved

equal. 2. Relays: Relays shall have an LED status indicator, voltage transient suppression,

Closed-Open-Auto switch, plastic enclosure, and color coded wires. Kele model RIBU1C or approved equal.

PART 3 EXECUTION

3.01 INSTALLATION OF CONTROL SYSTEMS

A. General: Install systems and materials in accordance with manufacturer’s instructions, roughing-in drawings and details shown on drawings.

B. Raceway: Raceway is to be installed in accordance with the National Electric Code. Use of

flexible metal conduit or liquidtight flexible conduit is limited to 36" to connect from EMT to devices subject to movement. Flexible raceway is not to be used to compensate for misalignment of raceway during installation.

C. Control Wiring: Install control wiring in raceway, without splices between terminal points,

color-coded. Install in a neat workmanlike manner, securely fastened. Install in accordance with National Electrical Code. 1. Install circuits over 25-volt with color-coded No. 12 stranded wire. 2. Install electronic circuits and circuits under 25-volts with color-coded No. 18 stranded

twisted shielded pair type conductor. 3. N2 communications bus wire shall be 18 AWG, plenum rated, stranded twisted shielded,

3 conductor, with blue outer casing, descripted as 18-03 OAS STR PLNM NEON BLU JK distributed by Windy City Wire, constructed by Cable-Tek, or approved equivalent. a) Metastat wiring shall be minimum 20 AWG, plenum rated, stranded, 8 conductor

stranded wire. 4. FC communications bus wire shall be 22 AWG, plenum rated, stranded 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. a) Network sensor wiring (SA Bus) shall be 22 gauge plenum rated stranded twisted

wire, 4 conductor. 5. All control wiring at control panel shall be tagged and labeled during installation to assist

owner in making termination connections at control panel. Label all control wires per bid documents.

D. All low voltage electrical wiring shall be run as follows: 1. Route electrical wiring in concealed spaces and mechanical rooms whenever possible. 2. Provide EMT conduit and fittings in mechanical rooms and where indicated on drawings. 3. Low voltage electrical wiring routed above acoustical ceiling is not required to be in

conduit, but wire must be plenum rated and properly supported to building structure. 4. Provide surface raceway, fittings and boxes in finished areas where wiring cannot be run

in concealed spaces. Route on ceiling or along walls as close to ceiling as possible. Run raceway parallel to walls. Diagonal runs are not permitted. Paint raceway and fittings to match existing conditions. Patch/repair/paint any exposed wall penetrations to



match existing conditions. E. All devices shall be mounted appropriately for the intended service and location.

1. Adjustable thermostats shall be provided with base and covers in occupied areas and mounted 48" above finished floor to the top of the device. Tubing and/or wiring shall be concealed within the wall up to the ceiling where ever possible. Surface raceway may only be used with approval of Owners Representative. Wall mounted sensors such as CO2, RH, and non-adjustable temperature sensors shall be mounted 54” above finished floor. Duct mounted sensors shall be provided with mounting brackets to accommodate insulation. Mounting clips for capillary tubes for averaging sensors are required.

2. All control devices shall be tagged and labeled for future identification and servicing of control system.

3. Preheat and mixed air discharge sensors must be of adequate length and installed with capillary tube horizontally traversing face of coil, covering entire coil every 24 inches bottom to top.

4. All field devices must be accessible or access panels must be installed. F. Install magnehelic pressure gage across each air handling unit filter bank. If the air handling

unit has a prefilter and a final filter, two magnehelic pressure gages are required. 3.02 ADJUSTING AND START-UP

A. Start-Up: Temporary control of Air Handling Units shall be allowed only if approved by the owner’s representative to protect finishes, etc., AHUs may be run using caution with temporary controls installed by contractor early in the startup process. All safeties including a smoke detector for shut down must be operational. Some means of discharge air control shall be utilized and provided by the contractor such as a temporary temperature sensor and controller located and installed by the Contractor.

B. The start-up, testing, and adjusting of digital control systems will be conducted by owner. Once all items are completed by the Contractor for each system, Contractor shall allow time in the construction schedule for owner to complete commissioning of controls before project substantial completion. This task should be included in the original schedule and updated to include the allotted time necessary to complete it. As a minimum, the following items are required to be completed by the Contractor for Owner to begin controls commissioning. 1. Process Control Network

a) The control boards and enclosures need to be installed in the mechanical rooms. b) The fiber optic conduit and box for the process control network needs to be

installed. Once in place, Owner needs to be contacted so the length of the owner provided fiber cable can be determined and ordered, if required. Coordinate with Owner to schedule the pull in and termination of the fiber cable. Power should be in place at that time. (Fiber for the process control network is required to allow metering of utilities prior to turn on.)

2. Heating System a) Pumps, heat exchangers, steam pressure reducing station, piping, control valves,

steam and/or hot water meter, feeder conduit and wire, VFDs, control panels and control wiring installed in the attic. The house keeping pads must be poured before pump operation. All must be in place in working order (pumps aligned, VFDs set up by vendor, motors checked for rotation, steam regulators set to required pressure, condensate pumps operational, heating system ready to circulate (all piping pressure tested, flushed, and insulated) with differential pressure sensors in place.

3. Cooling System a) Pumps, piping, control valves, feeder conduit and wire, VFDs, control panels and

control wiring installed in the mechanical room. The house keeping pads must be



poured before pump operation. All must be in place in working order (pumps aligned, VFDs set up by vendor, motors checked for rotation, cooling system ready to circulate (all piping pressure tested, flushed, and insulated) with differential pressure sensors in place.

4. VAVs-First Pass a) Power, (FC or N2 bus), and control wire installed before owner can make first

commissioning pass. First pass includes installation of VAV controller, termination of power, control and network communication wiring.

5. Air Handlers a) Prior to owner commissioning, at a minimum, the following items shall be

complete: Power wiring, motor rotation check, fire/smoke dampers open, control wiring including all safeties, IO cabinet, air handler cleaned, and filters installed as required. To protect the systems from dirt, outside air with no return will be used until the building is clean enough for return air operation.

6. VAVs-Second Pass a) After the air handlers are running and under static pressure control and the heating

water system is operating, a second pass can be made on the VAVs to download the control program and commission controllers to verify the VAV dampers, thermostat, and reheat control valves are working properly.

7. Exhaust Systems a) Exhaust fans need to be operational and under control before commissioned.

8. Some balance work can be done alongside the control work as long as areas are mostly complete and all diffusers are in place.

3.03 CLOSEOUT PROCEDURES

A. Contractor shall provide complete diagrams of the control system including flow diagrams with each control device labeled, a diagram showing the termination connections, and an explanation of the control sequence. The diagram and sequence shall be framed and protected by glass and mounted next to controller.

B. Contractor shall provide as built diagram of network bus routing listing all devices on bus, once wiring is complete prior to scope completion.

END OF SECTION 23 09 00

UP

UP

A B C D E F G H J K

1

2

3

4

5

6

7

8

9

10

11

D04

D04

D10

D11

D11

D19

D22

D12D12

D12D12

D19

D22

D19

D22

D19

D22

D19

D22

D09

D09

D19

D22

D07

D23

D19

D19

D19

D19

D19

D22

D22

D22

D22D22

D19

D22

D06

D19

D22

D08

D08

D20

D21

D23

D20

D21

D23

D24

D19

D22

D19

D22

D19

D22

D19

D22

D06

D19

D22

D19

D22

D19

D22

D23

D09

D09

D09

D19

D22

D19

D22

D19

D22

D19

D22

D22

10.5

12

D11

EXISTING DOOR TO REMAIN

EXISTING DOOR - TO BE DEMOLISHED

EXISTING PARTITION TO REMAIN

EXISTING PARTITION TO BE DEMOLISHED

Project Number:

Drawn By:

Issue Date:

Sheet Number:

Project Title:

Professional Seal:

Project Team:

Se

co

nd

Flo

or

Re

no

vatio

ns a

nd

D

efe

rre

d M

ain

ten

an

ce

The Professional Architect's seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments or other documents not exhibiting this seal shall not be considered prepared by this architect, and this architect expressly disclaims any and all responsibility for such plans, drawings or documents not exhibiting this seal.

Office:

Austin Carolinas New York St. Louis

pf

Civil Engineer Civil Design, Inc.1552 South 7th StreetSt. Louis, MO 63104314-880-4427

MU

Pro

ject

#C

P1

51

70

1

Sheet Title:

12/1

4/2

01

71

1:2

2:3

4 A

MC

:\U

se

rs\jsh

ea

rer\

Do

cu

me

nts

\BIM

LO

CA

L\1

62

53

MU

Me

mo

ria

l S

tud

en

t U

nio

n_A

rch

v17

_C

en

tra

l_jim

.sh

eare

r@th

ela

wre

nce

gro

up

.co

m.r

vt

16253

Author

Second Floor DemoPlan - North Wing

D102N

518

Hitt

Str

eet,

Co

lum

bia

, M

O

Mem

orial S

tud

en

t U

nio

n

11.16.17

319 N. 4th Street

St. Louis, MO 63102314-231-5700314-231-0816

Antella Consulting Engineers, Inc1600 Genesee Street, Suite 260Kansas City, MO 64102816-421-0950

IMEG Corp.7381 W. 133rd St., Suite 210Overland Park, KS 66213913-956-6636913-956-6670

KPFF Consulting Engineers1610 Des Peres Road, Suite 100St. Louis, MO 63131314-835-0524314-835-0749

StructuralEngineer

MPFP Engineer

ElectricalEngineer

Suite 1000

LG

A2.5

1/8" = 1'-0"D102N

1 Second Floor Demolition Plan - North Wing

DEMOLITION LEGEND

0' 4' 8' 16' 32'

DEMOLITION PLAN KEYED NOTES

D04 REMOVE EXISTING DOOR AND FRAME.

D06 REMOVE PORTION OF MASONRY WALL FOR NEW WINDOWS

D07 REMOVE EXISTING CONCRETE STAIR

D08 REMOVE ALL PLUMBING FIXTURES

D09 REMOVE FOLDABLE PARTITIONS

D10 REMOVE EXISTING RTU - SEE MECHANICAL

D11 REMOVE EXISTING ROOFING MEMBRANE SYSTEM.

D12 REMOVE EXISTNG STRUCTURAL COLUMN. COORDINATE WITH NEWSTRUCTURAL WORK.

D19 REMOVE EXISTING CARPET/VCT FLOORING AND VINYL BASE

D20 REMOVE CERAMIC TILE FLOOR AND BASE.

D21 REMOVE CERAMIC WALL TILE.

D22 REMOVE SUSPENDED LAY-IN CEILING SYSTEM.

D23 REMOVE DRYWALL CEILING SYSTEM.

D24 EXISTING SHAFT TO REMAIN.

GENERAL DEMOLITION NOTES

A COORDINATE DEMOLITION WORK WITH NEW CONSTRUCTIONSHOWN ELSEWHERE IN THE DRAWINGS. DUE CARE IS TO BETAKEN TO AVOID DAMAGE TO ADJACENT AREAS TO REMAIN.

B ERIFICATION OF THE LOCATION OF ALL UNDERGROUND UTILITIESIS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR ANDSHALL BE LOCATED PRIOR TO ANY GRADING OR DEMOLITION.

C CONTRACTOR TO PROVIDE NECESSARY PROTECTION TO ALLEXISTING TO REMAIN AND NEW CONSTRUCTION

D UNLESS NOTED OTHERWISE, ALL PARTITIONS INDICATED FORREMOVAL SHALL BE REMOVED TO UNDERSIDE OF STRUCTUREABOVE.

E NOT USED.

F SEE MECHANICAL, ELECTRICAL, PLUMBING, AND FIREPROTECTION SHEETS FOR DEMOLITION OF THIS SCOPE.

G NOT USED.

H NOT USED.

I PARTITIONS TO BE DEMOLISHED SHALL INCLUDE ASSOCIATEDBRACING, DOORS, FRAMES, HARDWARE, BASE, ETC. IN THEIRENTIRETY

J REMOVE ALL WINDOW COVERINGS, WINDOW BLIND, ETC. ANDTHEIR ASSOCIATED HARDWARE/MOUNTING BRACKETS.

K CONTRACTOR TO PROVIDE DUST CONTROL PARTITIONS TOPREVENT THE SPREAD OF DUST TO OCCUPIED PORTIONS OF THEBUILDING. CONTRACTOR TO PROVIDE MEASURES TO PROTECTBUILDING OCCUPANTS DURING CONSTRUCTION. SEE SPECSECTION 024119

L REMOVE SECONDARY DRYWALL CEILING ABOVE FINISH CEILINGSYSTEMS THROUGHOUT SECOND FLOOR NORTH WING.

No. Description Date

2 Addendum 2 12.14.17

2

A B C D E F G H J K

1

2

3

4

5

6

7

8

9

10

11

SLO

PE

FLA

T

D17D17D17D26

D11

D18D18 D14D14

D18

D28

D17D17D17D17

D18 D18

10.5

D18D18 D14D14


EXISTING DOOR - TO BE DEMOLISHED


EXISTING PARTITION TO BE DEMOLISHED

Project Number:

Drawn By:

Issue Date:

Sheet Number:

Project Title:

Professional Seal:

Project Team:

Se

co

nd

Flo

or

Re

no

vatio

ns a

nd

D

efe

rre

d M

ain

ten

an

ce


Office:


pf


MU

Pro

ject

#C

P1

51

70

1

Sheet Title:

12/1

4/2

01

71

1:2

2:3

9 A

MC

:\U

se

rs\jsh

ea

rer\

Do

cu

me

nts

\BIM

LO

CA

L\1

62

53

MU

Me

mo

ria

l S

tud

en

t U

nio

n_A

rch

v17

_C

en

tra

l_jim

.sh

eare

r@th

ela

wre

nce

gro

up

.co

m.r

vt

16253

Author

Roof Demo Plan -North Wing

D104

518

Hitt

Str

eet,

Co

lum

bia

, M

O

Mem

orial S

tud

en

t U

nio

n

11.16.17

319 N. 4th Street

St. Louis, MO 63102314-231-5700314-231-0816




StructuralEngineer

MPFP Engineer

ElectricalEngineer

Suite 1000

LG

A2.5

1/8" = 1'-0"D104

1 Roof Demolition Plan - North Wing

DEMOLITION LEGEND

0' 4' 8' 16' 32'

DEMOLITION PLAN KEYED NOTES

D11 REMOVE EXISTING ROOFING MEMBRANE SYSTEM.

D14 REMOVE EXISTING SLATE ROOF AND STRUCTURE. SALVAGE 200MINIMUM EXISTING SLATE FOR DELIVERY TO OWNER.

D17 REMOVE ROOF AND STRUCTURE.

D18 PORTION OF SLATE ROOF STRUCTURE TO REMAIN.

D26 EXISTING ROOF TO REMAIN.

D28 REMOVE EXISTING MODIFIED BIT ROOF SYSTEM

GENERAL DEMOLITION NOTES

A COORDINATE DEMOLITION WORK WITH NEW CONSTRUCTIONSHOWN ELSEWHERE IN THE DRAWINGS. DUE CARE IS TO BETAKEN TO AVOID DAMAGE TO ADJACENT AREAS TO REMAIN.

B ERIFICATION OF THE LOCATION OF ALL UNDERGROUND UTILITIESIS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR ANDSHALL BE LOCATED PRIOR TO ANY GRADING OR DEMOLITION.

C CONTRACTOR TO PROVIDE NECESSARY PROTECTION TO ALLEXISTING TO REMAIN AND NEW CONSTRUCTION

D UNLESS NOTED OTHERWISE, ALL PARTITIONS INDICATED FORREMOVAL SHALL BE REMOVED TO UNDERSIDE OF STRUCTUREABOVE.

E NOT USED.

F SEE MECHANICAL, ELECTRICAL, PLUMBING, AND FIREPROTECTION SHEETS FOR DEMOLITION OF THIS SCOPE.

G NOT USED.

H NOT USED.

I PARTITIONS TO BE DEMOLISHED SHALL INCLUDE ASSOCIATEDBRACING, DOORS, FRAMES, HARDWARE, BASE, ETC. IN THEIRENTIRETY

J REMOVE ALL WINDOW COVERINGS, WINDOW BLIND, ETC. ANDTHEIR ASSOCIATED HARDWARE/MOUNTING BRACKETS.

K CONTRACTOR TO PROVIDE DUST CONTROL PARTITIONS TOPREVENT THE SPREAD OF DUST TO OCCUPIED PORTIONS OF THEBUILDING. CONTRACTOR TO PROVIDE MEASURES TO PROTECTBUILDING OCCUPANTS DURING CONSTRUCTION. SEE SPECSECTION 024119

L REMOVE SECONDARY DRYWALL CEILING ABOVE FINISH CEILINGSYSTEMS THROUGHOUT SECOND FLOOR NORTH WING.


2 Addendum 2 12.14.17

2

UP

UP

5

A200

A B C D E F G H J K

1

2

3

4

5

6

7

8

9

10

11

N231AMen

N235Jan

N232AWomen

N234Elec/AV

N201A

MeetingRoom 1

N201B

MeetingRoom 2

N201C

MeetingRoom 3

N204

MeetingRoom 4

N214A

MeetingRoom 5

N214B

MeetingRoom 6

N214C

MeetingRoom 7

N214D

MeetingRoom 8

N214E

MeetingRoom 9

N222Storage

N221Catering

N205Storage

DN

UP

N233Family

CN201APre-function

N234AI.T.

A500

1

A500

2

A5003B

107

107

101101

102

113

113

112

112

113

114

114114 114

114

116

10' - 0"1' - 2 5/8"

12

' - 1

0"

10' - 10" 1' - 8 1/8"

CN202Corridor

CN204Corridor

CN203Corridor

CN200Corridor

10.5

12

A500

4

A600

3

CN201Corridor

N230Clos.

SN200CStairs

N247Break

SN200BStair 1

N231Vest

N232Vest

SN200DStair 2

SN200EStairs

SN200E

N214D

N214E

N2

14C

1

N2

14C

2

N2

14

B1

N2

14

B2

N2

14A

1

N214A2

N2

21

N2

22

N2

35

SN200D

N2

30

N2

01A

1

N2

01A

2

N2

01

B1

N2

01

B2

N2

01C

1

N231N232

N2

34

N2

34A

N2

33

SN200B

N2

01C

2

N2

04A

N2

05

N2

04

B

N247

N204C

4

A200

6

A200

E3

E3

E6

E6 E3E3

A3

A3

A3

A3.1HR

D3C3

A3

A3 A3

A6

A3

E3

A3 A3

A3

A3

A3

A3

A3

C3

C3

C3

C3

C3

C3 C3

C3

A3.1HR

A800

12

TYP

A800

17

119

A500

3AEN200WElevator

C3

C3

C3

C3

C3

SN200B1Room

A500 3

4 7

/8"

C3

114

A800

11

112

1' -

4"

G41HR

G41HR

G41HR

G41HR

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

7' - 2 1/8"

1' - 4"

C3C3

7' - 4"

7' - 4"

4' - 0"

A800

14

123

123

A900

16Sim

A900

16Sim

A900

17Sim

124

124

128

A500

11

7' - 1 1/8"10

' - 0

"6

' - 6

1/8

"

EQ. EQ.EQ. EQ.

EQ. EQ.

1' - 0" 1' - 0"

CG

CG

CG

CG

CG CG CG CGCG CG CG

CGCG

CG CG CG

CG

CG

CG

CG

CG

CG

CGCG

CG

CG

CG

CG

C3

129

A800

13A800

13

A800

13A800

13A800

13

107


NEW DOOR IN EXISTING PARTITION


NEW PARTITION

NEW DOOR AND PARTITION

Project Number:

Drawn By:

Issue Date:

Sheet Number:

Project Title:

Professional Seal:

Project Team:

Se

co

nd

Flo

or

Re

no

vatio

ns a

nd

D

efe

rre

d M

ain

ten

an

ce


Office:


pf


MU

Pro

ject

#C

P1

51

70

1

Sheet Title:

12/1

4/2

01

71

1:2

1:4

7 A

MC

:\U

se

rs\jsh

ea

rer\

Do

cu

me

nts

\BIM

LO

CA

L\1

62

53

MU

Me

mo

ria

l S

tud

en

t U

nio

n_A

rch

v17

_C

en

tra

l_jim

.sh

eare

r@th

ela

wre

nce

gro

up

.co

m.r

vt

16253

Author

Second Floor Plan -North Wing

A102N

518

Hitt

Str

eet,

Co

lum

bia

, M

O

Mem

orial S

tud

en

t U

nio

n

11.16.17

319 N. 4th Street

St. Louis, MO 63102314-231-5700314-231-0816




StructuralEngineer

MPFP Engineer

ElectricalEngineer

Suite 1000

LG

A2.5

1/8" = 1'-0"A102N

1 Second Floor Plan - North Wing

FLOOR PLAN KEYED NOTES

101 NEW EXTERIOR WALL - STONE VENEER WITH CMU BACKUP

102 NEW MRL TRACTION ELEVATOR

107 NEW EPDM ROOF SYSTEM.

112 NEW FIRE RATED GLAZING SYSTEM.

113 NEW METAL MESH 42" H. GUARDRAIL ATTACHED TO EXISTING CENTERRAILINGS LOCATIONS. SEE SHEET A600

114 NEW HANGING ACOUSTICAL FOLDING PARTITION.

116 FLOOR INFILL AT EXISTING STAIR OPENING - SEE STRUCTURAL

119 NEW ELEVATOR CAB FLOORING, WALL PANELS, AND CEILING. SEESPECS AND FINISH LEGEND.

123 REPAIR ROOF DECK WHERE MECHANICAL EQUIPMENT HAS BEENREMOVED - SEE STRUCTURAL.

124 FIRE EXTIGUISHER CABINET - RECESSED

128 EXISTING STONE VENEER - FACE WITH PLYWOOD PRIOR TOINSTALLING ROOF MEMBRANE.

129 EXTEND GUARDRAIL TO WALL AT TOP LANDING.

FLOOR PLAN LEGEND

0' 4' 8' 16' 32'


2 Addendum 2 12.14.17

FLOOR PLAN GENERAL NOTES

A ALL INTERIOR DIMENSIONS SHALL BE TO FACE OF FINISH ANDEXTERIOR DIMENSIONS SHALL TO BE OUTSIDE FACE OF STUD, U.N.O.

B ALL DOORS SHALL BE 4" OFF ADJACENT WALL AT HINGE JAMB AND 18"CLEAR FROM PERPENDICULAR WALL AT STRIKE JAMB, U.N.O.

C REFER TO LIFE SAFETY PLANS FOR REQUIRED RATED CONSTRUCTIONAS IT RELATES TO FIRESTOPPING, FIRE SAFING AND DAMPERLOCATIONS

D PROVIDE RATED GYPSUM BOARD BEHIND SEMI-RECESSED FIXTURESIN RATED WALLS AND CEILINGS

E PROVIDE DAMPERS AS REQUIRED TO MAINTAIN RATEDCONSTRUCTION. SEE MECH.

F PROVIDE GYPSUM BOARD CONTROL JOINTS IN WALLS AND CEILINGSAT SPACING RECOMMENDED BY GYPSUM BOARD ASSOCIATION (30'-0"MAX. INTERVALS IN CONTINUOUS DRYWALL SPANS). LOCATE AT ONESIDE OF DOOR OPENING (BOTH SIDES OF PARTITION), U.N.O. ONFLOOR PLANS AND REFLECTED CEILING PLANS.

G REFER TO EXTERIOR ELEVATIONS FOR BUILDING ENVELOPEINFORMATION.

H PATCH ALL WALLS AND CEILINGS WHERE EXISTING FIRE ALARMDEVICES HAVE BEEN REMOVED AND NOT REPLACED IN THE SAMELOCATION.

J PATCH ALL WALLS WHERE FIRE HOSE CABINETS HAVE BEENREMOVED.

2

5

A200

2

A200

A B C D E F G H J K

1

2

3

4

5

6

7

8

9

10

11

1

A200

107

107

109109

107

108

107107

10.5

3

A200

4

A200

6

A200

7

A200

4

A700

TYP

120

108108

108

HIGH

HIG

H

HIGH

HIG

HH

IGH

HIG

H

HIGH

HIGH

HIGH

123

125125

126 126

126

126

126

2

A104N

3

A104N

3

A104N

Sim

127

126

107

HIG

H

16

A700

130

131

SHEET METAL CAP

ROOF MEMBRANE

EXISTING CURB

EPDM ROOF SYSTEM

6"

6"

6"

REINSTALL SLATE TILES

EPDM ROOF SYSTEM

EXISTING ROOF TRUSS

SELF ADHEREING SHEET UNDERLAYMENT ON EXISTING SHEATHING ON EXISTING FRAMING. - VERIFY CONDITION OF EXISTING SHEATHING AND FRAMING

EXTEND MEMBRANE 18" MIN.UNDER SLATE.

Project Number:

Drawn By:

Issue Date:

Sheet Number:

Project Title:

Professional Seal:

Project Team:

Se

co

nd

Flo

or

Re

no

vatio

ns a

nd

D

efe

rre

d M

ain

ten

an

ce


Office:


pf


MU

Pro

ject

#C

P1

51

70

1

Sheet Title:

12/1

4/2

01

71

1:2

1:5

4 A

MC

:\U

se

rs\jsh

ea

rer\

Do

cu

me

nts

\BIM

LO

CA

L\1

62

53

MU

Me

mo

ria

l S

tud

en

t U

nio

n_A

rch

v17

_C

en

tra

l_jim

.sh

eare

r@th

ela

wre

nce

gro

up

.co

m.r

vt

16253

Author

Roof Plan - NorthWing

A104N

518

Hitt

Str

eet,

Co

lum

bia

, M

O

Mem

orial S

tud

en

t U

nio

n

11.16.17

319 N. 4th Street

St. Louis, MO 63102314-231-5700314-231-0816




StructuralEngineer

MPFP Engineer

ElectricalEngineer

Suite 1000

LG

A2.5

1/8" = 1'-0"A104N

1 Roof Plan - North Wing

FLOOR PLAN KEYED NOTES

107 NEW EPDM ROOF SYSTEM.

108 EXISTING SLATE ROOF TO REMAIN

109 NEW ROOF STRUCTURE WITH EPDM ROOF SYSTEM

120 ROOF WALKWAY PADS

123 REPAIR ROOF DECK WHERE MECHANICAL EQUIPMENT HAS BEENREMOVED - SEE STRUCTURAL.

125 REMOVE BOTTOM 4 ROWS OF SLATE TO ALLOW INSTALLATION OFEPDM ROOF. REPLACE SLATE TILES AFTER INSTALLATION.

126 MAINTAIN EXISTING LIGHTS THROUGHOUT CONSTRUCTION.REINSTALL CONDUIT AFTER ROOF WORK IS COMPLETE. COORDINATEWITH ELECTRICAL DRAWINGS.

127 MAINTAIN EXISTING ROOF ELEVATION DIVIDER. RE-ROOF ANDPROVIDE NEW SHEET METAL CAP

130 SCUPPER

131 ROOF LADDER

0' 4' 8' 16' 32'


2 Addendum 2 12.14.17

1 1/2" = 1'-0"A104N

2 ROOF DIVIDER DETAIL

1 1/2" = 1'-0"A104N

3 SLATE ROOF DETAIL

FLOOR PLAN GENERAL NOTES

A ALL INTERIOR DIMENSIONS SHALL BE TO FACE OF FINISH ANDEXTERIOR DIMENSIONS SHALL TO BE OUTSIDE FACE OF STUD, U.N.O.

B ALL DOORS SHALL BE 4" OFF ADJACENT WALL AT HINGE JAMB AND 18"CLEAR FROM PERPENDICULAR WALL AT STRIKE JAMB, U.N.O.

C REFER TO LIFE SAFETY PLANS FOR REQUIRED RATED CONSTRUCTIONAS IT RELATES TO FIRESTOPPING, FIRE SAFING AND DAMPERLOCATIONS

D PROVIDE RATED GYPSUM BOARD BEHIND SEMI-RECESSED FIXTURESIN RATED WALLS AND CEILINGS

E PROVIDE DAMPERS AS REQUIRED TO MAINTAIN RATEDCONSTRUCTION. SEE MECH.

F PROVIDE GYPSUM BOARD CONTROL JOINTS IN WALLS AND CEILINGSAT SPACING RECOMMENDED BY GYPSUM BOARD ASSOCIATION (30'-0"MAX. INTERVALS IN CONTINUOUS DRYWALL SPANS). LOCATE AT ONESIDE OF DOOR OPENING (BOTH SIDES OF PARTITION), U.N.O. ONFLOOR PLANS AND REFLECTED CEILING PLANS.

G REFER TO EXTERIOR ELEVATIONS FOR BUILDING ENVELOPEINFORMATION.

H PATCH ALL WALLS AND CEILINGS WHERE EXISTING FIRE ALARMDEVICES HAVE BEEN REMOVED AND NOT REPLACED IN THE SAMELOCATION.

J PATCH ALL WALLS WHERE FIRE HOSE CABINETS HAVE BEENREMOVED.

2

Roof/Attic Floor

29' - 0"

2

A300

Roof - Existing Attic

43' - 1"

EXISTING SLOPED SLATE ROOF STRUCTURE

STONE VENEER WALLTO MATCH EXISTING BLDG.

INSULATED METAL PANEL SYSTEM

CONCRETE CURB W/ FLASHING

ROOF LADDER

N303

1' -

6"

First Floor

0"

Second Floor

15' - 6"

Roof/Attic Floor

29' - 0"

Roof - Existing Stair

39' - 0"

1

A300

ELEVATOR TOWER

NEW.

EXIST.BUILDING

.EXIST.

BUILDING

NEW STONE VENEER

NEW CAST STONE COPING & TRIM

Roof - New Elevator

46' - 0"

NEW CAST STONE TRIM TO MATACH EXISTINGBUILDING - ALIGN W/EXISTING

ALIGN W/ EXISTINGSTONE BAND

Roof/Attic Floor

29' - 0"

34


43' - 1"NEW STONE VENEER MASONRY

NEW CAST STONE COPING TO MATCH EXISTING BUILDING

EXISTING SLATE ROOF

FLASHING

CONCRETE CURB

3

A300

16

A700

SCUPPER

Roof/Attic Floor

29' - 0"

3 4


43' - 1"

INSULATED METAL WALLPANEL SYSTEM

CONCRETE CURB

PRE-FINISHEDMETAL ROOF EDGE

4

A300

First Floor

0"

Second Floor

15' - 6"

Roof/Attic Floor

29' - 0"


39' - 0"

AB

Roof - New Elevator

46' - 0"

NEW CAST STONE COPINGTO MATCH EXISTINGBUILDING

NEW STONE VENEER TOMATCH EXISTING BUILDING

EXISTING ROOF STRUCTURE -SEE STRUCTURAL

REINSTALLED EXIST. STONEVENEER BELOW EXIST. ROOF STRUCTURE

SN300EStairs

5

A700

6

A700

Sim

First Floor

0"

Second Floor

15' - 6"

Roof/Attic Floor

29' - 0"

A B

Roof - New Elevator

46' - 0"

Roof - Exist. Elevator

41' - 6"

REINSTALLED EXISTINGSTONE VENEER BELOWEXISTING ROOF

EXISTING ROOF STRUCTURE-SEE STRUCTURAL

NEW STONE VENEER

NEW CAST STONE COPING& TRIM

5

A700

6

A700

Sim

Roof/Attic Floor

29' - 0"

9

Roof - New Elevator

46' - 0"

NEW CAST STONE COPING& TRIM TO MATCH EXISTINGBUILDING

NEW STONE VENEER

EXISTING ROOF STRUCTURE-SEE STRUCTURAL

5

A700

NEW STONE VENEER

6

A700

Sim

Project Number:

Drawn By:

Issue Date:

Sheet Number:

Project Title:

Professional Seal:

Project Team:

Se

co

nd

Flo

or

Re

no

vatio

ns a

nd

D

efe

rre

d M

ain

ten

an

ce


Office:


pf


MU

Pro

ject

#C

P1

51

70

1

Sheet Title:

12/1

4/2

01

71

1:2

2:0

1 A

MC

:\U

se

rs\jsh

ea

rer\

Do

cu

me

nts

\BIM

LO

CA

L\1

62

53

MU

Me

mo

ria

l S

tud

en

t U

nio

n_A

rch

v17

_C

en

tra

l_jim

.sh

eare

r@th

ela

wre

nce

gro

up

.co

m.r

vt

16253

Author

Exterior Elevations

A200

518

Hitt

Str

eet,

Co

lum

bia

, M

O

Mem

orial S

tud

en

t U

nio

n

11.16.17

319 N. 4th Street

St. Louis, MO 63102314-231-5700314-231-0816




StructuralEngineer

MPFP Engineer

ElectricalEngineer

Suite 1000

LG

A2.5

1/8" = 1'-0"A200

2 East Elevation - Mechanical Penthouse

1/8" = 1'-0"A200

5 North Elevation - New Elevator Tower

1/8" = 1'-0"A200

1 North Elevation - Mechanical Penthouse 1/8" = 1'-0"A200

3 South Elevation - Mechanical Penthouse

1/8" = 1'-0"A200

6 East Elevation - New Elevator Tower 1/8" = 1'-0"A200

4 West Elevation - New Elevator Tower

1/8" = 1'-0"A200

7 South Elevation - New Elevator Tower

0' 4' 8' 16' 32'


2 Addendum 2 12.14.17

2

2

2

2

2

2

2

2

First Floor

0"

Second Floor

15' - 6"

Roof/Attic Floor

29' - 0"

Ground Floor

-14' - 0"

Sub Basement

-29' - 0"

T.O.W.- New Elevator

47' - 0"

A

Roof - New Elevator

46' - 0"

WALL CONSTRUCTION3 5/8" STONE VENEER2" AIR SPACE1 1/2" POLYSTYRENT ISULATIONWEATHER BARRIER8" NOM. CMU

ROOF MEMBRANE ONINSULATED METAL DECK

POURED IN PLACECONCRETEFOUNDATION WALL

ELEVATORSHAFT

WATERPROOFING MEMBRANEAND DRAINAGE BOARD

EXISTING FOUNDATIONWALL AND FOOTING

1' -

0"

17

' - 0

"2

9' -

0"

14

' - 0

"6

' - 0

"

1'-0

" M

IN

FINISHED GRADE -SEE CIVIL

ELEVATOR PIT SLABAND WALLS - SEESTRUCTURAL

67

' - 0

"

A700

1

A700

3

8"

4"

4"

2' -

0 1

/4"

4"

8"

8"

4"

8"

Roof/Attic Floor

29' - 0"

4


43' - 1"

3" INSULATED METAL PANEL SYSTEM

EXISTING ROOF DECK

CONCRETE CURB-SEE STRUCT

12

' - 5

"1

' - 0

"

1' -

6"

A700

8

A700

7

Roof/Attic Floor

29' - 0"

C


43' - 1"

14

' - 1

"

WALL CONSTRUCTION3 5/8" STONE VENEER2" AIR SPACE1 1/2" POLYSTYRENE INSULATIONWEATHER BARRIER5/8" GYP. SHEATHING6" METAL STUDSR19 BATT INSULATION5/8" GYP. BOARD

TERMINATION BAR, SEALANT, AND COUNTERFLASHING

CAST IN PLACECONCRETE CURB

STEEL BRACING -SEE STRUCTURAL

STEEL SUPPORT ANGLE -SEE STRUCTURAL

EXISTING SLATE ROOF

STEP FLASHING-REMOVE AND REINSTALL SLATE SHINGLES AS NECESSARY

ROOF UNDERLAYMENT

A700

9

A700

10

1' -

0"

Roof/Attic Floor

29' - 0"

H


43' - 1"

Third Floor129' - 0"

Roof - Existing Stair139' - 0"

Roof - Existing Attic143' - 1"

H


CONCRETE CURB

1' -

0"

12

' - 5

"5

1/4

"

STEEL BEAM - SEE STRUCT.

STEEL BRACING - SEE STRUCT.

A700

12

A700

11

TERMINAL POST, SET IN CONC PIER

BASIS OF DESIGN: AMETCO , SATURN 100%

CONCRETE FOOTING -PER MANUF.

POST TOP FINIAL

6' -

0"

4"

MAN GATE

4"

GALVANIZED STEEL DROP ROD AND SLIP BOLT IN LOCKING HASP WITH GALVANIZED STEEL PIPE SLEEVE IN CONCRETE AT THRESHHOLD - LOCATE OUTSIDE OF ENCLOSURE - PAINT TO MATCH GATE -COORDINATE WITH UTILITY FOR LOCKING REQUIREMENTS

6' -

0"

SEE PLAN

1/4"

3 1/

2"

3"

STONE VENEER

CMU

CAST STONE CAP

1' - 1 1/4"

GRADE -SEE CIVIL

CONCRETEFOOTING-SEE CIVIL

CS-4

6' -

0"

FLASHING

8"

5' -

4"

4"

1' -

0"

1' -

0"

1' -

0"

1' -

0"

4"

4"

4"

1' -

8"

CONCRETEFOOTING-SEE CIVIL

STONE VENEER

CAST STONE CAP

CS-3

DECORATIVEALUMINUM FENCE

ANCHOR HORIZONTALS AT EACH END

STONE VENEER

FLASHING

1' -

8"

8"

4"

4"

4"

4"

3' -

3"

4"

2"

1' -

8"

Project Number:

Drawn By:

Issue Date:

Sheet Number:

Project Title:

Professional Seal:

Project Team:

Se

co

nd

Flo

or

Re

no

vatio

ns a

nd

D

efe

rre

d M

ain

ten

an

ce


Office:


pf


MU

Pro

ject

#C

P1

51

70

1

Sheet Title:

12/1

4/2

01

71

1:2

2:0

2 A

MC

:\U

se

rs\jsh

ea

rer\

Do

cu

me

nts

\BIM

LO

CA

L\1

62

53

MU

Me

mo

ria

l S

tud

en

t U

nio

n_A

rch

v17

_C

en

tra

l_jim

.sh

eare

r@th

ela

wre

nce

gro

up

.co

m.r

vt

16253

Author

Wall Sections

A300

518

Hitt

Str

eet,

Co

lum

bia

, M

O

Mem

orial S

tud

en

t U

nio

n

11.16.17

319 N. 4th Street

St. Louis, MO 63102314-231-5700314-231-0816




StructuralEngineer

MPFP Engineer

ElectricalEngineer

Suite 1000

LG

A2.5

1/2" = 1'-0"A300

1 Wall Section - Elevator Tower

3/4" = 1'-0"A300

2 Wall Section - Mechanical Room 3/4" = 1'-0"A300

3 Wall Section - Mechanical Room North 3/4" = 1'-0"A300

4 Wall Section - Mechanical Room South0' 1' 2' 4'

1/4" = 1'-0"A300

7 SITE EQUIPMENT SCREEN

1/4" = 1'-0"A300

8 SITE EQUIPMENT SCREEN GATE

3" = 1'-0"A300

9 SITE EQUIPMENT SCREEN - DETAIL PLAN

3/4" = 1'-0"A300

5 Wall Section - Site Screen Wall 3/4" = 1'-0"A300

6 Wall Section - Site Screen Wall at Fence


2 Addendum 2 12.14.17

2

2

2

WALLCOVERING (WC1)

PAINT (PT1)

MAHOGANY CHAIRRAIL (CR-1) AND BASE (WD-B1), STAIN TO MATCH PL1

WOOD DOORS TO MATCH STOTLER LOUNGE

WOOD VENEEER CASEWORKTO CONCEAL FOLDABLE PARTITIONS, STAIN TO MATCH PL1

MAHOGANY CROWN MOLDINGC (WD-CM)

2' -

8"

8"

SE

E E

LE

C.

EQ. EQ.

LIGHTING, WINDOW SHADE, &PROJECTION SCREEN CONTROLS ALERTUS DEVICE

WALLCOVERING (WC1)

PAINT (PT1)

MAHOGANY CHAIRRAIL (CR-1)AND BASE (WD-B1), STAIN TO MATCH PL1

WOOD DOORS TO MATCH STOTLER LOUNGE

2' -

8"

MAHOGANY CROWN MOLDING (WD-CM)

P.LAM. BASE CABINET (PL1)

SOLID SURFACE COUNTERTOP AND BACKSPLASH (SS1)

WALLCOVERING (WC1)

MAHOGANY BASE (WD-B1) AND CHAIRRAIL (CR-1),STAIN TO MATCH PL1

PAINT (PT1)

WOOD VENEER CASEWORKTO CONCEAL FOLDABLE PARTITIONS, STAIN TO MATCH PL1

MAHOGANY CROWN MOLDING (WD-CM)

15' - 10 1/2"

5 1/4" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 5 1/4"

5' - 1 5/8"

3" 3' - 0" 1' - 6" 4 5/8"

2

A800

2

A800

D E F

5

6

7

A500 65

N231AMen

N232AWomen

N235Jan

A500

9

8

N233Family

TA07

TA06

TA08

TA04

TA04 TA04 TA04 TA04

TA03TA03TA04TA03

TA01 TA01

TA02

TA02

TA01

TA01

TA07

TA08

TA03

TA03

TA03

TA05TA05

TA05

TA01

TA03

TA06 TA08

TA07A500

7

10

D3

A3A3A3A6

A3

A3A3

A3

A6 A3A3

C3

A6

A3

11' - 10 3/8"

7' -

0 3

/4"

9' - 6 3/8" 6' - 11 3/8" 10' - 0" 3' - 11 1/4" 4' - 0"

3' -

0"

5' -

0"

1' -

6"

3' - 0" 3' - 0" 3' - 0" 3' - 0" 1' - 6"

TA09

TA09

TA02

5' -

1"

2' -

9"

5' -

1"

5' - 0"

1' -

0"

3' -

0"

1' -

1 1

/4"

1' -

5"

4' - 0 1/8" 4 7/8" 9' - 7 1/8" 4 7/8" 3' - 6 3/8"

6 3

/8"

4 7

/8"

9' -

1"

4 7

/8"

6' -

7 7

/8"

C3

7' -

0 3

/4"

1' -

2 7

/8"

7 1

/4"

2' -

4"

C3

A6

C3

A3

EQ

EQ

EQ

5' - 3 1/2"

1' -

9"

5' - 2"

2' - 4"

G41HR

G41HR

4' - 1"

TA06

8"

TA03

TA04

TA03

A500

11

TA02

CWT2A

CWT3

CWT33' -

6"

6"

TA07

TA08

TA06

CWT2A

CWT3 CWT3

CWT2B

SS1

6"

CWT3

CWT2A4' -

0"

9' - 0" F.V.

1

A800

2' -

10

"4

"

TA09

1' - 11 7/8"

CWT3

CWT2A

CWT3

3' -

6"

6"

TA08

TA06

TA07

CWT3

CWT3

SS1

CWT2A

3' -

6"

6"

2' -

10

"

3' -

6"

6"

9' - 7" F.V.

4' -

0"

1

A800

4"

TA09

EQEQTA02

CWT2B

CWT3

CWT2A

CWT3

3' -

6"

6"

TA08

TA06

TA02

CWT3

CWT2A

CWT3

CWT2B

SS1

2' - 9"

4' -

0"

2' -

10

"4

"

2' - 9"

6"

3' -

6"

1

A800

5' - 1"

TA08

TA06

TA07

STAINLESS STEEL ADA SINK WITH POLISHED CHROME FAUCET AND DISPOSAL (SS1)

SOLID SURFACE COUNTERTOP AND BACKSPLASH (SS1)

± 10' - 7 1/8"

RB1

2' -

10

"2

' - 0

"

5

A800

7' - 5 1/8"3' - 0"

2"

3

A800

15

A800

12" MAX

40" (39-41")

2' -

4"

7"

(33

-36

")

2' -

10

"

1' -

6"

40

" (3

9-4

1")

TA08

TA06

TA03TA04

Project Number:

Drawn By:

Issue Date:

Sheet Number:

Project Title:

Professional Seal:

Project Team:

Se

co

nd

Flo

or

Re

no

vatio

ns a

nd

D

efe

rre

d M

ain

ten

an

ce


Office:


pf


MU

Pro

ject

#C

P1

51

70

1

Sheet Title:

12/1

4/2

01

71

1:2

2:1

7 A

MC

:\U

se

rs\jsh

ea

rer\

Do

cu

me

nts

\BIM

LO

CA

L\1

62

53

MU

Me

mo

ria

l S

tud

en

t U

nio

n_A

rch

v17

_C

en

tra

l_jim

.sh

eare

r@th

ela

wre

nce

gro

up

.co

m.r

vt

16253

Author

Interior Elevations

A500

518

Hitt

Str

eet,

Co

lum

bia

, M

O

Mem

orial S

tud

en

t U

nio

n

11.16.17

319 N. 4th Street

St. Louis, MO 63102314-231-5700314-231-0816




StructuralEngineer

MPFP Engineer

ElectricalEngineer

Suite 1000

LG

A2.5

1/4" = 1'-0"A500

1 Elevation - Typical Meeting Room

1/4" = 1'-0"A500

2 Elevation - Typical Corridor 1/4" = 1'-0"A500

3B Elevation - Small Meeting Rooms

1/4" = 1'-0"A500

4 Enlarged Restroom Plans 1/4" = 1'-0"A500

5 Men's Room - North 1/4" = 1'-0"A500

6 Men's Room - South

1/4" = 1'-0"A500

8 Women's Room - East 1/4" = 1'-0"A500

9 Women's Room - West

1/4" = 1'-0"A500

7 Family - East

1/4" = 1'-0"A500

10 Family - North

1/4" = 1'-0"A500

3A Elevation - Catering

1/4" = 1'-0"A500

3 Folding Partition Elevation

TOILET ACCESSORIES SCHEDULE

MARK ACCESSORY ITEM MANUFACTURER MODEL NO. FURNISHED BY COMMENTS

TA01 SOAP DISPENSER OF/CI

TA02 HAND DRYER DYSON AIRBLADE OF/CI

TA03 TOILET TISSUE DISPENSER ROYCE ROLLS RINGERCO.

TP-4 OF/CI

TA04 SANITARY NAPKIN DISPOSAL OF/OI

TA05 FRAMELESS MIRROR SEE SPECS SEE ELEVATIONS CF/CI

TA06 GRAB BAR - 48" BOBRICK B-5806 X 48 CF/CI



TA09 CHANGING TABLE KOALA KARE KB110-SSWM CF/CI

TA10 UTILITY SHELF BOBRICK B-296 CF/CI


2 Addendum 2 12.14.17

1/4" = 1'-0"A500

11 Typical Restroom Elevation

2

Roof/Attic Floor

29' - 0"

10

12

" M

IN.

ROOF MEMBRANE

ROOF INSULATION &COVER BOARD OVEREXIST. ROOF DECK

EXIST. PARAPET WALL

EXIST. CAST STONECOPING - REMOVE AND REINSTALL AFTER FLASHING-SEAL ANCHOR PENETRATIONS

ROOF MEMBRANE -WRAP OVER TOP OF PARAPET

COPPER FLASHING CAP1

' - 1

1/4

"

TERMINATION BAR AND SEALANT

REMOVABLE COUNTER FLASHING

THRU FLASHING

REINSTALLED EXISTING STONE VENEER

DRAINAGE CAVITY MATERIAL

ROOF MEMBRANE

TAPERED ROOF INSULATION

3 5/8" 2"1 1/2"

7 5/8"

1' - 2 3/4"

1' -

4 1

/4"

GROUT SOLID

Roof/Attic Floor

29' - 0"

4

2 1

/2"

1' -

6 1

/2"

9 1

/2"

BASE EXTRUSION

TAPERED ROOF INSULATION

ROOF MEMBRANE

TERMINATION BAR AND SEALANT


WALL PANEL SUPPORT TUBES

COUNTER FLASHING

PLYWOOD BACKING

CURB, SEE STRUCT.

BATT INSULATION

4


43' - 1"

ROOF CONSTRUCTION:-EPDM MEMBRANE-1/2" COVERBOARD-TAPERED INSULATION-METAL DECK

SHEET METAL FLASHING

METAL PANEL SYSTEM

6"

COVER STRIP

WOOD BLOCKING

BATT INSULATION

C


43' - 1"

CONTINUE EPDM MEMBRANE UNDER CAP

COPPER FLASHING CAP

SHEATHING & POLYSTYRENEINSULATION BOARD

CS-3

STRAP ANCHOR-SEAL ANCHOR PENETRATIONS

EXTERIOR WALL CONSTRUCTION:-STONE VENEER-AIR CAVITY-1 1/2" (R-7.5) EXTRUDED POLYSTYRENE INSULATION-SHEATHING W/ AIR BARRIER -6" MTL. STUDS-BATT INSULATION-5/8" GYP. BD.

STEEL BEAM - SEE STRUCTURAL

DRIP EDGE

1' -

0"

BATT INSULATION

C

TERMINATION BAR, SEALANT, AND REMOVABLE COUNTERFLASHING

EXISTING SLATE ROOF

STEP FLASHING-REMOVE AND REINSTALL SLATE SHINGLES AS NECESSARY

ROOF UNDERLAYMENT 1

0"

THROUGH-WALL FLASHING


MIN

.

8"

STEP FLASHING-REMOVE AND REINSTALL SLATE SHINGLES AS NECSSARY

BASE EXTRUSION

COUNTER FLASHING

PLYWOOD BACKING

ROOF MEMBRANE

BATT INSULATION

4 1/2"

6"



METAL PANEL SYSTEM

COVER STRIP

WOOD BLOCKING

A

2"

2"


39' - 0"

Roof - Exist. Elevator

41' - 6"

1' - 2 3/4"

ROOF CONSTRUCTION:-EPDM MEMBRANE-1/2" COVERBOARD-TAPERED INSULATION-EXISTING STRUCTURE


SEALANT

STONE VENEER

SEE STRUCT.

EXISTING STRUCTURE

T.O.W.- New Elevator

47' - 0"


43' - 1"

Roof - New Elevator

46' - 0"

8"

4"

4"

2' -

0"

3/8

"

EXTERIOR WALL CONSTRUCTION:-BRICK VENEER-AIR CAVITY-1 1/2" (R-7.5) EXTRUDED -POLYSTYRENE INSULATION-CMU


CONTINUE MEMBRANE UNDER CAP

RIGID INSULATION

STRAP ANCHOR -SEAL ANCHOR PENETRATIONS

DRIP EDGE

CS-1

CS-1

STONE VENEER

CS-2

STONE VENEER

COPPER FLASHING CAP

First Floor

0"

8"

4"

8"

4"

8"

2' -

8"

F.V

.

CS-1

CS-1 GROUT SOLID

THRU WALL FLASHING W/ WEEPS AT 16"O.C.

STONE VENEER

STONE VENEER

CONCRETE FOUNDATION WALL-SEE STRUCT.

WALL CONSTRUCTION-3 5/8" STONE VENEER-2" AIR SPACE-1 1/2"POLYSTYRENE INSULATION-WEATHER BARRIER-8" NOM. CMU

SE

E C

IVIL

1' -

0"

MIN

.

3 5/8" 2"1 1/2"

7 5/8"

1' - 2 3/4"

7"

5/8

"

1 5/8" 3 5/8"

1' - 11 5/8" (NOT TO SCALE)

CS-1 CS-2

NOTE:

1) CAST STONE PROFILE CONFORM TO MODULAR BRICK SIZING

CS-3

1' - 6 1/8"

3 1

/4"

4 3

/8"

1' - 1 1/8"5 1/8"

3 1

/4"

3 5

/8"

3/8

"

1' - 2"

3/8"

3 5

/8"

3/8

"

3 5/8"

3/8"

CS-4

CAST IRON DRAIN STRAINER

CLAMPING RING

RIGID INSULATION W/ COVERBOARD - SLOPE 4' X 4' SUMPTO DRAIN

EXISTING CONCRETE ROOF DECK

DECK CLAMP

BEARING PAN

EPDM MEMBRANE

C

CS-3

EXTEND AND ADHERE ROOF MEMBRANE THRU SCUPPER, TO LIP OF SCUPPER

1' -

0"

SHEET MTL SCUPPER, 8" WIDE

3 3

/8"

9"

Project Number:

Drawn By:

Issue Date:

Sheet Number:

Project Title:

Professional Seal:

Project Team:

Se

co

nd

Flo

or

Re

no

vatio

ns a

nd

D

efe

rre

d M

ain

ten

an

ce


Office:


pf


MU

Pro

ject

#C

P1

51

70

1

Sheet Title:

12/1

4/2

01

71

1:2

2:2

3 A

MC

:\U

se

rs\jsh

ea

rer\

Do

cu

me

nts

\BIM

LO

CA

L\1

62

53

MU

Me

mo

ria

l S

tud

en

t U

nio

n_A

rch

v17

_C

en

tra

l_jim

.sh

eare

r@th

ela

wre

nce

gro

up

.co

m.r

vt

16253

Author

Exterior Details

A700

518

Hitt

Str

eet,

Co

lum

bia

, M

O

Mem

orial S

tud

en

t U

nio

n

11.16.17

319 N. 4th Street

St. Louis, MO 63102314-231-5700314-231-0816




StructuralEngineer

MPFP Engineer

ElectricalEngineer

Suite 1000

LG

A2.5

1 1/2" = 1'-0"A700

4 Detail - Parapet Flashing

1 1/2" = 1'-0"A700

5 Counter Flashing at Stone Veneer on CMU

1 1/2" = 1'-0"A700

7 ROOF DETAIL - MECH ROOM

1 1/2" = 1'-0"A700

8 ROOF COPING DETAIL - MECH ROOM

1 1/2" = 1'-0"A700

10 ROOF COPING DETAIL - MECH ROOM NORTH

1 1/2" = 1'-0"A700

9 ROOF DETAIL - MECH ROOM NORTH

1 1/2" = 1'-0"A700

11 ROOF DETAIL - MECH ROOM SOUTH

1 1/2" = 1'-0"A700

12 ROOF COPING DETAIL - MECH ROOM SOUTH

1 1/2" = 1'-0"A700

14 Enlarged Elevator Plan - Expansion Detail

1 1/2" = 1'-0"A700

6 Elevator Section - Callout 1

1 1/2" = 1'-0"A700

3 ELEVATOR TOWER - ROOF DETAIL - PARAPET

1 1/2" = 1'-0"A700

1 ELEVATOR TOWER - BASE DETAIL

3" = 1'-0"A700

15 Cast Stone Profiles CS-1 & CS-2 & CS-3 & CS-4


2 Addendum 2 12.14.17

3" = 1'-0"A700

13 TYPICAL ROOF DRAIN DETAIL

1 1/2" = 1'-0"A700

16 SCUPPER DETAIL

2

2

22

2

2

SEE PLUMBING DWGS. FOR FIXT. INFO

FIRE TREATED WOOD BLOCKING AS REQ.

SOLID SURFACE COUNTER WITH INTEGRAL BOWLS

WRAP PIPES

1 1

/2"

2' -

8 1

/2"

2' - 1"

2' -

10"

PLASTIC LAMINATE BRACE REQUIRED FOR DOUBLE LAVATORY LOCATIONS

MAX.

6" 11" MIN.

MIN

.

9"

2' -

4"

MIN

.MIN.

8"

BARRIER FREE CLEARANCE

4"

4" BACKSPLASH

SCHEDULED BASE

ADJUSTABLE SHELF ON LINE BORE W/ SHELF PINS


4" BACKSPLASH WHERE INDICATED ON INT. ELEV.

COUNTERTOP - SEE FIN. SCHEDULE

HARDWARE - SEE SPEC.

VA

RIE

S -

SE

E E

LE

V.

2' - 1"

1 1

/2"

6"

4"

P.LAM ON 3/4" SUBSTRATE - SEE FIN.

SCHED.

2' - 0"

3"

SCHEDULED BASE

SEE PLUMBING DWGS. FOR FIXT. INFO

COUNTERTOP - SEE FIN. SCHEDULE

HARDWARE - SEE SPEC.

1 1

/2"

4"

2' -

2 1

/2"

4"

SE

E E

LE

V.

3"

P.LAM ON 3/4" SUBSTRATE, SEE INT. ELEVATION

FIXED P.LAM PANEL


BACKSPLASH WHERE INDICATED ON INT. ELEV.

5/8" GYP BD, TYP

3 5/8" MTL STUDS @ 16"OC HUNG FROM STRUCT ABOVE

5/8" GYP BD ON SUSPENDED CEILING SYSTEM

TYP CLG SUSPENSION SYSTEM

3 5/8" MTL STUD KICKERS @ 48"OC MAX

SE

E R

CP

6"

5/8" GYP BD, TYP


SE

E R

CP TYP APC CLG

CONST

6"


3 5/8" MTL STUD KICKERS @ 48"OC MAX

MAHOGANY CROWN MOLDING -SEE FINISH LEGEND

5/8" GYP BD, TYP, SEE RCP FOR BULKHEAD HT.


SE

E R

CP

TYP ACP CLG CONST

6"


STRUCTURE ABOVE

SEE RCP

SE

E R

CP

SLIDING PARTITION TRUSS ASSEMBLY

STEEL SUPPORT-SEE STRUCTURAL

CONT. SOUND BATT INSULATION

TRANSITION MOLDING

ACP CEILING, SEE RCP FOR CEILING HEIGHT

5/8" GWB ON SUSPENDEDCEILING SYSTEM

E

8

R 1' - 3"

GFRG COLUMN COVER

EXISTING CONCRETE COLUMN - VERIFY SIZE

METAL STUDS

ACCENT TILE FINISH

OUTLET - SEEELECTRICAL

4' - 8"

4' -

1"

15

A800

1"

A800

16

E3

A3

A3

SLIDING/FOLDING PARTITION

SLIDING TRACK IN SOFFIT ABOVE

WOOD VENEER DOORS (EXTEND FLOOR TO BULKHEAD ABOVE)

EQ EQCL

8' -

6"

1' -

9"

11

"

8"

2' -

8"

STAINED WD-C1

STAINED WD-C1

STAINED WOOD VENEER PANEL

STAINED WD-C1

CEILING

A3 PARTITION TYPE

A3 PARTITION TYPE

WOOD VENEER PANEL

WD-C1

WOOD VENEER PANEL

WD-C2

WOOD VENEER DOOR

VE

RIF

Y 2"

MIN

.

2" MIN.

FACE OF WALL

APLAN AT CABINET FILLER

FACE OF WALL

P.LAM FACED FILLER CUT TO FIT

P.LAM FACED FILLER CUT TO FIT

BPLAN AT CABINET FILLER - INSIDE CORNER

G

7

1 5/8" METAL STUDS

5/8" GYPSUM

4' - 6 1/4"

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

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

1/2

"8

' - 5

"1/2

"

3"

1' -

8"

3"

3' -

3 1

/2"

9 1

/2"

1' -

9 1

/2"

4 1

/2"

2' -

8"

STAINED WOOD TRIM

STAINED WOODVENEER

STAINED WOOD TRIMWD-C1

EXISTING SOLID WOOD ROOF DECK

EXISTING LAMINATED WOOD SUPPORT ARCH

4"8"

EXISTING DECORATIVE WOODROOF BEAM - REMOVE AS NEEDED

NEW DECORATIVE WOODROOF BEAM - MATCH EXISTING

SPRINKLER HEAD AND PIPING

PROVIDE INTERMEDIATE BLOCKING FOR SPRINKLERLINE SUPPORT - COORD. W/FIRE PROTECTION CONTRACTOR

METAL SUPPORT BRACKET PROFILE

COUNTERTOP- REFER TO ELEVATION FOR MORE INFORMATION

EXTERIOR WALL SYSTEM SHOWN HATCHED

3/4" PLYWOOD CONT. BLOCKING LAID IN METAL STUD RUNNER HEADER, LEVEL

MOTORIZED ROLLER SHADE

CEILING SEE FINISH SCHEDULE, SEE RCP FOR HEIGHT

3 5/8" METAL STUD KICKERS @ 32" O.C.

3 5/8" METAL STUD FRAMING @ 16" O.C.

1' - 0" 4"

2"

OPERABLE PARTITION

WOOD TRIM - WD-C1

EXIST. EXTERIOR WALL

SOLID BLOCKING

GYP. PARTITION -SEE FLOOR PLAN

EQ. EQ.

Project Number:

Drawn By:

Issue Date:

Sheet Number:

Project Title:

Professional Seal:

Project Team:

Se

co

nd

Flo

or

Re

no

vatio

ns a

nd

D

efe

rre

d M

ain

ten

an

ce


Office:


pf


MU

Pro

ject

#C

P1

51

70

1

Sheet Title:

12/1

4/2

01

71

1:2

2:2

9 A

MC

:\U

se

rs\jsh

ea

rer\

Do

cu

me

nts

\BIM

LO

CA

L\1

62

53

MU

Me

mo

ria

l S

tud

en

t U

nio

n_A

rch

v17

_C

en

tra

l_jim

.sh

eare

r@th

ela

wre

nce

gro

up

.co

m.r

vt

16253

Author

Interior Details

A800

518

Hitt

Str

eet,

Co

lum

bia

, M

O

Mem

orial S

tud

en

t U

nio

n

11.16.17

319 N. 4th Street

St. Louis, MO 63102314-231-5700314-231-0816




StructuralEngineer

MPFP Engineer

ElectricalEngineer

Suite 1000

LG

A2.5

3/4" = 1'-0"A800

1 COUNTERTOP - RESTROOM

3/4" = 1'-0"A800

2 CASEWORK - BASE CABINET- DRAWER

3/4" = 1'-0"A800

3 CASEWORK - BASE CABINET - SINK

1 1/2" = 1'-0"A800

6 CEILING DTL - GYP. BD. SOFFIT TO SUSP. GYP. BD., TYP.

1 1/2" = 1'-0"A800

7 CEILING DETAIL - GYP. BD. SOFFIT TO ACP, TYP.

1 1/2" = 1'-0"A800

9 CEILING DETAIL - SLIDING PARTITION BULKHEAD

1 1/2" = 1'-0"A800

8 CEILING DETAIL - GWB TO ACP TRANSITION

1 1/2" = 1'-0"A800

12 Detail - Column Cover

1/2" = 1'-0"A800

17 Plan Detail - Folding Partition

3" = 1'-0"A800

15 Section - Folding Partition

3" = 1'-0"A800

16 Jamb Detail - Folding Partition

3/4" = 1'-0"A800

4 CABINET FILLER

1 1/2" = 1'-0"A800

11 Detail - Column Furring

1/2" = 1'-0"A800

14 Elevation - Wood Veneer Door 1 1/2" = 1'-0"A800

10 DETAIL - CHAPEL CEILING

1 1/2" = 1'-0"A800

5 COUNTERTOP SUPPORT BRACKET


2 Addendum 2 12.14.17

HARDWARE1) 2 CONTINUOUS HINGES - BLACK2) 1 PASSAGE LOCKET - ACTIVE LEAF3) 1 DUMMY - INACTIVE LEAF4) 1 SET MANUAL SURFACE MOUNTED SLIDE

BOLTS AT CEILING AND FLOOR - ON INSIDE OF INACTIVE LEAF

1 1/2" = 1'-0"A800

18 CEILING POCKET DETAIL - TYP. MEETING ROOMS

3" = 1'-0"A800

13 Operable Partition - Jamb

2

2

POCKET (E) MAS WALL FOR NEW BM,PROVIDE 1/4" MIN CLR ALL AROUNDBTWN BM & MAS, GROUT POCKET ATSTL BEAM

NEW STL BEAM, SEE PLAN

BRG PL 1/2x8xWIDTH OF BM +1"

(E) MASONRY WALL

MIN

8"

1" M

IN G

RO

UT

GRID

1 1/

2" +

/-

(E) COL VERT REINF

(E) CONC BEAM

(E) ROOF

RE-GROUT SOLID

REMOVE (E) COL WHERE APPLICABLE

INSTALL REBARTERMINATOR TOTOP (E) VERTCOL REBAR

CHIP AWAY TOP OF (E) CONC TO EXPOSE ENDSOF COL REBAR

NOTE:COLUMN TIES AND BEAM REINFNOT SHOWN FOR CLARITY

DETAIL REQUIRED AT COLUMNS: B-5, E-5, F-5, G-5, K-5, K-3 AND K-2

SECTION

MAX 2'-6"

PLAN

PAN JOIST WEB,DISTRIBUTION RIB

NO

LIM

IT O

N

OP

NG

LE

NG

TH

FULL DEPTH SLAB INFILLUSING NORMAL WT CONC.

MIN 2'-6"

MAX 5'-0"

#4 DWLS @ 12"oc DRILL AND GROUT 6" MIN INTO EXIST (ALL 4 SIDES)

5" MIN

FULL DEPTH SLAB INFILLUSING NORMAL WT CONC.

MIN 2'-6"

MAX 5'-0"

#4 DWLS @ 12"oc DRILL & GROUT6" MIN INTO EXIST, EXTEND 1'-0"MIN INTO OPENING (ALL 4 SIDES)

8"+

/-

#4 @ 12"oc EW

ALTERNATE SECTION

3/4" PLYWOOD FORM

#4 @ 12"oc EW

#4 DWLS @ 12"oc DRILL AND GROUT 6" MIN INTO EXIST (ALL 4 SIDES)

NOTE:L6x4x3/8 HEADER WHEN (1) JOIST IS CUT

REFLECTED PLAN VIEW

2"

(E) CONC JOIST

1" GROUT

8"+

/-

FIELD VERIFY ALLEXISTING DIMENSIONS

1/2" EXPANSIONANCHORS, TYP

NEWOPNG

9 1/

2"1 1/

2"1/

2"

8"

1 1/2" 1 1/2"

3/16

6"+/-

END PLATE DETAIL SECTION

PL 3/4x8x9 1/2EACH END

NEW FLOOR PENETRATIONS:

1.2.

In no case can a main Concrete Beam/Girder be core drilled or cut.Cored holes or cut holes of any size may be placed between joists, as long as the webs of the joists are not cut. Theclear distance between cored holes shall be a minimum of 8" in any direction. There is no limit on the number or sizeof cored holes that can be placed between any two adjacent joists.

12" MAX

ALTERNATE

16 GA METAL PLATE FASTENED TO UNDERSIDE OF (E) FLR SLAB w/ (4) SHOT PINS ( (1) EA CONER OF PL, 3" MINEDGE DISTANCE). EXTEND PL 3 1/2" BEYOND INFILL AREA ON ALL SIDES, TYP

SEE ARCH DWGS FORFLR & CLG FINISHES WIDEN (E) OPNG AT

TOP & TAPER SIDES AS INDICATED. ROUGHEN EDGES OF INFILL AREA

(E) OPNG

12" MAX

(E) CONCRETE FLOORSTRUCTURE

TYPICAL

1

8

FILL w/ LEAN CONC AS REQ'D

3 1/2" MIN

3" MIN

1" GROUT

(2) 3/4" DIA BOLTS IN SHORT SLOTTED HORIZ HOLES IN BEAM WEB

STRIP BOT FLANGE FOR DOUBLE ANGLE CONN

DOUBLE L6x4x3/8 w/ (4) 3/4" DIA ADHESIVE ANCHORS

1"

1 1/

2"8"

MIN4"

(E) CONC BEAM OR WALL

ADDITIONAL 3/4" DIA EXP ANCHORS INTO (E) CONC SEE 7/S103 FOR BALANCEOF INFO

6"

PL 1/2x4x4, TYP, w/ 1/2" SHIMS @ 48"oc +/- & 5/8" DIA EXP ANCHORS

(E) CONC SLAB

1" GROUT

NEW BEAM - SEE PLAN3/16

(E) CONC SLAB

NEW BEAM - SEE PLAN

CL BEAM OR JOIST CL BEAM OR JOIST

L6x6x3/8 TYP. UNDER RTU CURB

L3x3x1/4 AROUND OPENING

L6x6x3/8 UNDER RTU CURB

"A" "A"

PLAN VIEW

SECTION "A"-"A"

EQUIP. CURB PER MECH. MECH. UNIT

OPENING

CL BEAM OR JOIST CL BEAM OR JOIST

NOTE 3

L FRAME

3/16TYP

3/16TYP

1. COORDINATE SIZE & LOCATION OF OPENINGS w/ ARCHITECTURAL & MECHANICAL DRAWINGS.

2. PROVIDE FRAME FOR ALL OPENINGS OVER 12".3. PROVIDE BLOCKING BETWEEN DECK RIBS.4. LOCATE CURB OVER VERTICAL LEG OF L6x6.

MECH EQUIPMENT

VERIFY THE SIZE AND LOCATION OF ALL HOUSKEEPINGPADS WITH MECH CONTRACTOR BEFORE PLACINGDWLS IN SLAB ON GRADE.

(1) #4 CONT EA. SIDEAND #4 DWLS AT 24"ocAROUND PERIMETEROF PAD, DRILL & EPOXY DWLS. SEE GENERAL NOTES FOR ADHESIVE (EMBED 4")

TYP

"T"

SE

E

PLA

N

6"

(E) CONC SLAB5"

3"

2" T

YP

EQ

SP

A

(E) CONC WALLOR COLUMN

ADHESIVE ANCHORS PERSCHEDULE (w/ PLATE WASHER PER NOTE 1)

BEAM OFFSET1 1/2" MAX

PE

R S

CH

ED

ULE

CO

NN

PL

2" T

YP

3" T

YP

1/4

W10, STD HOLE SIZE

3/8" SHEAR TAB w/ (2) 3/4" DIA A325-N BOLTS IN 13/16" x 1 7/8" HORIZ LONGSLOTTED HOLES (w/ PLATEWASHERS PER NOTE 1)

2" TYP 6"

PE

R S

CH

ED

ULE

EM

BE

D

BEAM WEB

REMOVE (E) PLASTER AS REQ'D, TYP

SHEAR TAB PER SCHEDULEALIGN CL OF SHEAR TAB WITHIN 1" OF CL OF PL

3/8" CONN PL w/ 13/16" x 1 7/8"HORIZ LSH, # OF ANCHORS PER SCHEDULE, TYP (w/ PLWASHER PER NOTE 1)

AT RECTANGULAR COLUMN

CONNECTION TO EXISTING CONSTRUCTION SCHEDULE

CONNECTION TYPE

3/8" SHEAR TAB

CONNECTIONPLATE LENGTH

1'-6"

ANCHORSPER PLATE

(6) 3/4" DIA

EMBED DEPTH

6"

NOTES:1. PROVIDE MINIMUM 5/16" THICK COVER PLATE WASHER, TYP AT LSH. COVER PLATE SHALL COMPLETELY COVER SLOTS.

DRILL OR CORE-DRILL AT CORNERS OF (N) OPNG PRIOR TO SAW CUTTING. DO NOT OVERCUT PAST CORNER HOLES.

COORD w/ MEP

CO

OR

D w

/ ME

P

Project Number:

Drawn By:

Issue Date:

Sheet Number:

Sheet Title:

Project Title:

Professional Seal:

Project Team:

Se

co

nd

Flo

or

Re

no

vatio

ns a

nd

D

efe

rre

d M

ain

ten

an

ce

Office:


pf


The Professional Engineer whose personal seal and signature Appears on this page assumes responsibility only for what appears on this page and disclaims (pursuant to Section 327.411 RSMo) any responsibility for all other pages, plans, specifications, estimates, reports, or other documents or instruments not sealed by this Professional Engineer relating to, or intended to be used for, any part or parts of the engineering project to which this page refers.

MU

Pro

ject

#C

P1

51

70

1

12/1

5/2

01

71

1:0

1:3

2 A

MC

:\U

se

rs\t

ah

intz

.KP

FF

-ST

L\D

ocu

me

nts

\17

00

11

9_M

em

ori

al S

tud

en

t U

nio

n_T

AH

v17

_C

en

tra

l_tim

.hin

tz@

kp

ff.c

om

.rvt

1700119

TAH

TYPICAL DETAILS

S103

518

Hitt

Str

eet,

Co

lum

bia

, M

O

Mem

orial S

tud

en

t U

nio

n

11.16.17

319 N. 4th Street

St. Louis, MO 63102314-231-5700314-231-0816




StructuralEngineer

MPFP Engineer

ElectricalEngineer

Suite 1000

LG

A2.5

3/4" = 1'-0"S103

1 TYPICAL POCKET FOR NEW STEEL BEAM IN EXISTING MASONRY WALL 3/4" = 1'-0"S103

2 TYPICAL TOP OF COLUMN LATERAL MITIGATION DETAIL AT THIRD FLOOR

N.T.S.S103

3 TYPICAL EXISTING FLOOR OPENING INFILL BETWEEN PAN JOISTS DETAIL

N.T.S.S103

4 TYPICAL RIB SLAB OPENING HEADER DETAIL (UNO)N.T.S.S103

5 TYPICAL FLOOR SLAB SMALL OPENING INFILL DETAIL 3/4" = 1'-0"S103

6 TYPICAL NEW BEAM CONNECTION TO EXISTING CONCRETE BEAM

N.T.S.S103

7 TYPICAL STEEL BEAM SUPPORTING EXISTING CONCRETE SLAB DETAIL (UNO)

3/4" = 1'-0"S103

8 TYPICAL ROOF TOP UNIT CURB SUPPORT DETAIL IN NEW CONSTRUCTION 12" = 1'-0"S103

9 TYPICAL HOUSEKEEPING PAD DETAIL

3/4" = 1'-0"S103

10 TYPICAL STEEL BEAM CONNECTION TO EXISING CONCRETE COLUMN / WALLN.T.S.S103

11 PLAN - TYPICAL NEW FLOOR/ROOF OPENING IN (E) CONC SLAB

2


2 Addendum #2 12-14-17

A

B

B

C

C

D

D

E

E

F

F

G

G

H

H

J

J

K

K

1

2

3

4

5

6

7

8

9

10

9.5

NOTE 1

W1

8X

86

W1

8X

86

W1

8X

86

W1

8X

86

W1

8X

86

W1

8X

86

W1

8X

86

W1

8X

86

G.8

W8X

24

W8X

24

W8X

24

W8X

24

W8X

24

W8X

24

VB

-01

VB

-02

VB-03

3

S401

RTU 12,000 # MAX

RTU 12,000 # MAX

NOTE 8

6

S401

4

S401

5

S401

POST

POST

POST

POST

POST

POST

1'-10"

NOTE 4

NOTE 4

NOTE 4 & 9

NOTE 5

NOTE 10

HSS 6x6x5/8

7

S4017

S401

WT8x18 @ OPERABLEPARTITION. COORDEXTENTS w/ PARTITIONSUPPLIER & ARCH



W10X22

9

S401

WT8X18

(HI)

(LO)

10.5

8

S401

10

S401

10

S401

(E)

B144

9.1

NOTE 11(17 PLACES)

L 6x4, SEE 4/S103

NOTE 13

NOTE 12

EQ EQ

W1

0X

15

W1

0X

15

W1

0X

15

W8X10

W8X10

W8X10

(E) BEAM

(E) BEAM

NOTE 12

3

S402

11

S401TYP

SIM

3

S401

3

S401

3

S401

6

S401

6

S401

6

S401

4

S401

4

S401

5

S401

5

S401

5

S401

1400# MAX FANON STL RAILS

1200# MAX FANON STL RAILS

HSS 6x6x5/8

3

S401

SEE 6/S103, TYP

(E) 4 1/2" ONE WAYSLAB

2

2

2

THE DIMENSIONS AND ELEVATIONS SHOWN FOR THE EXISTING CONSTRUCTION ARE NOT AS-BUILT DIMENSIONS BUT WERE OBTAINED FROM FIELD MEASUREMENTS, OTHER DRAWINGS, AND DOCUMENTS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS, ELEVATIONS AND MEMBER SIZES AS REQUIRED PRIOR TO BEGINNING CONSTRUCTION, FABRICATION, ETC.

NOTES: 1. WHERE SHOWN ON PLAN, EXISTING WALL AND COLUMN TO BE REMOVED.2. INDICATES EXTENTS OF 4" NORMAL WEIGHT CONCRETE PAD.3. INDICATES EXTENTS OF FIBER REINFORCED POLYMER COMPOSITE STRENGTHENING. SEE DETAIL 5/S401.4. NEW 8" CMU WALL PARTIALLY GROUTED w/ #5 @ 32"oc. PROVIDE DOUBLE BOND BEAM w/ (2) #5 HORIZ BARS @ EA FLOOR LEVEL. DRILL & EPOXY BOND BEAM REINFORCING DOWELS INTO EXISTING FLOOR AT CMU WALL ENDS. 5. REMOVE EXISTING PENTHOUSE ROOF FRAMING BETWEEN GRIDS D to G.5 AND GRIDS 5 to 9.5. FULL REMOVAL OF EXISTING PENTHOUSE STRUCTURE IS REQUIRED PRIOR TO REMOVAL OF EXISTING CONCRETE COLUMNS IDENTIFIED IN NOTE 6.6. REMOVE CLOUMNS AT GRIDS: D-9, E-9, F-9 AND G-9 BETWEEN EXISTING SECOND FLOOR AND EXISTING THIRD FLOOR AFTER FULL INSTALLATION OF W18 TRANSFER GIRDERS SHOWN ON PLAN.7. SEE TYPICAL DETAIL 2/S103 FOR TOP OF COLUMN MITIGATION REQUIREMENTS AT GRIDS: B-5, E-5, F-5, G-5, K-5, K-3 AND K-2.8. PROVIDE FIBER REINFORCED POLYMER COMPOSITE STRENGTHENING FOR SHEAR AT BOTH ENDS OF BEAM B144 AS SHOWN ON PLAN. SHEAR CAPACITY SHALL BE INCREASED BY 3 KIPS EACH END.9. WHERE SHOWN ON PLAN, 8" CMU WALL PER NOTE 3 INSTALLED BETWEEN THIRD FLOOR SLAB TO UNDERSIDE OF EXISTING STAIR ROOF SLAB PRIOR TO EXISTING ELEVATOR SHAFT FRAMING REMOVAL IDENTIFIED IN NOTE 1.10. REMOVE EXISTING ROOF TOP EXTERIOR CHILLER AND SUPPORT STEEL FRAME.11. INDICATES NEW INFILL SLAB, SEE 3/S103.12. COORDINATE SHAFT LOCATIONS WHERE SHOWN ON PLAN TO AVOID CUTTING EXISTING SLAB RIBS. 13. NEW SLAB PENETRATIONS TO CUT ONE EXISTING SLAB RIB WHERE SHOWN ON PLAN , SEE 4/S103 FOR SUPPORT OF CUT JOIST RIB.14. REFER TO TYPICAL DETAIL 11/S103 AT ALL NEW SLAB PENETRATIONS.

1

B144 FIBER REINFORCED POLYMER COMPOSITE STRENGTHENING CRITERIA(SHEAR ONLY - BOTH ENDS)1. OVc = 3000 psi2. f'y = 40000 psi3. BEAM DIMENSIONS: 12" WIDE x 16" DEEP4. 1/4" DIAMETER STIRRUPS @ 6" oc (2 LEGS)5. STIRRUP EFFECTIVE DEPTH = 13.75"6. SERVICE DEAD LOAD END SHEAR = 13.6k7. SERVICE LIVE LOAD END SHEAR = 3.6k

Project Number:

Drawn By:

Issue Date:

Sheet Number:

Sheet Title:

Project Title:

Professional Seal:

Project Team:

Se

co

nd

Flo

or

Re

no

vatio

ns a

nd

D

efe

rre

d M

ain

ten

an

ce

Office:


pf



MU

Pro

ject

#C

P1

51

70

1

12/1

5/2

01

71

1:0

1:3

6 A

MC

:\U

se

rs\t

ah

intz

.KP

FF

-ST

L\D

ocu

me

nts

\17

00

11

9_M

em

ori

al S

tud

en

t U

nio

n_T

AH

v17

_C

en

tra

l_tim

.hin

tz@

kp

ff.c

om

.rvt

1700119

TAH

PARTIAL ROOF FRAMINGPLAN

S205

518

Hitt

Str

eet,

Co

lum

bia

, M

O

Mem

orial S

tud

en

t U

nio

n

11.16.17

319 N. 4th Street

St. Louis, MO 63102314-231-5700314-231-0816




StructuralEngineer

MPFP Engineer

ElectricalEngineer

Suite 1000

LG

A2.5

1/8" = 1'-0"S205

1 PARTIAL ROOF FRAMING PLAN


2 Addendum #2 12-14-17

A

A

B

B

C

C

D

D

E

E

F

F

G

G

H

H

J

J

K

K

1

2

3

4

5

6

7

8

9

10

9.5

W1

0X

22

G.8

W10X12 W10X22 W10X22 W10X12 W10X12

12K1 12K1

12K1 12K1

12K1

(E) W12(E) W12 (E) W12 (E) W12 (E) W12 (E) W12

12K1 12K1 12K1 12K1

17'-1 1/2" +/-, FV 17'-1 1/2" +/-, FV 17'-3 1/2" +/-, FV 16'-5 1/2" +/-, FV 18'-4" +/-, FV

1'-10"

VB

-01

VB

-02

VB-03

4

S402

W1

0X

22

W1

0X

22

W1

0X

22

W1

0X

22

W1

0X

22

2

S402

1

S402

HO

IST

BE

AM

HSS 5x5x1/4LIFT LINE BEAM

NOTE 3

NOTE 4

NOTE 1

NOTE 6

NOTE 6

NOTE 6 & 7

10.5

*

EQ

*

EQ

9.1

(E)

W16

FV

5'-0" +/-

(E) SLOPEDJOIST

@ 4

'-0"o

c

L 6x

4x5/

16 (

LLV

)

EQ

6'-0

" M

AX

, TY

P

EQ

EQ

FV

12K1

12K1

12K1

12K1

12K1

12K1

EQ

EQ

EQ

SEE DET 8/S103 FORADD'L SUPPORT(TYP)

L 3x3x1/4

5

S402

NOTE 3

6

S402

EQ

EQ

NOTE 9

<A

=7k>

<A

=7k>

<A

=7k>

<A

=7k>

<A

=7k>

<A=+/- 8k> <A=+/- 8k>

FV

6"

.

SEE 8/S103(L 3x3)

NOTE 9

SEE 8/S103(L 3x3)

2

THE DIMENSIONS AND ELEVATIONS SHOWN FOR THE EXISTING CONSTRUCTION ARE NOT AS-BUILT DIMENSIONS BUT WERE OBTAINED FROM FIELD MEASUREMENTS, OTHER DRAWINGS, AND DOCUMENTS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS, ELEVATIONS AND MEMBER SIZES AS REQUIRED PRIOR TO BEGINNING CONSTRUCTION, FABRICATION, ETC.

NOTES: 1. WHERE SHOWN ON PLAN, EXISTING WALL AND COLUMN TO BE REMOVED.2. INDICATES SPAN OF METAL ROOF DECK.3. 1 1/2" x 20 GA METAL ROOF DECK. BMD = 13'-5" ABOVE EXISTING THIRD FLOOR.4. 3" x 22 GA METAL ROOF DECK. BMD = 16'-0" +/- ABOVE EXISTING THIRD FLOOR. VERIFY ELEVATION WITH ELEVATOR SUPPLIER.5. EXISTING SLOPED GABLE ROOF STRUCTURE REMOVED BETWEEN GRIDS 3 AND 4 FROM GRID C TO EXISTING TOWER.6. NEW 8" THICK CMU WALL PARTIALLY GROUTED w/ #5 @ 32"oc. PROVIDE DOUBLE BOND BEAM w/ (2) #5 HORIZONTALS AT EACH FLOOR LEVEL. DRILL AND EPOXY BOND BEAM DOWELS INTO EXISTING FLOOR STRUCTURE AT CMU WALL ENDS. 7. WHERE SHOWN ON PLAN , 8" CMU WALL PER NOTE 6 INSTALLED BETWEEN THIRD FLOOR SLAB TO UNDERSIDE OF EXISTING STAIR ROOF SLAB PRIOR TO EXISTING ELEVATOR SHAFT FRAMING REMOVAL IDENTIFIED IN NOTE 1.8. * VERIFY DIMENSION WITH ELEVATOR SUPPLIER.9. COORDINATE SHAFT OPENING SIZE AND LOCATIONS WITH MEP.

Project Number:

Drawn By:

Issue Date:

Sheet Number:

Sheet Title:

Project Title:

Professional Seal:

Project Team:

Se

co

nd

Flo

or

Re

no

vatio

ns a

nd

D

efe

rre

d M

ain

ten

an

ce

Office:


pf



MU

Pro

ject

#C

P1

51

70

1

12/1

5/2

01

71

1:0

1:3

8 A

MC

:\U

se

rs\t

ah

intz

.KP

FF

-ST

L\D

ocu

me

nts

\17

00

11

9_M

em

ori

al S

tud

en

t U

nio

n_T

AH

v17

_C

en

tra

l_tim

.hin

tz@

kp

ff.c

om

.rvt

1700119

TAH

HIGH ROOF FRAMINGPLAN

S206

518

Hitt

Str

eet,

Co

lum

bia

, M

O

Mem

orial S

tud

en

t U

nio

n

11.16.17

319 N. 4th Street

St. Louis, MO 63102314-231-5700314-231-0816




StructuralEngineer

MPFP Engineer

ElectricalEngineer

Suite 1000

LG

A2.5

1/8" = 1'-0"S206

1 HIGH ROOF FRAMING PLAN


2 Addendum #2 12-14-17

(E) STAIR ROOF SLAB

NOTE:8" CMU WALL MUST BE INSTALLED PRIOR TO DEMO OF (E) ROOFSLABOVER ELEVATOR SHAFT

(E) BEAM BEYOND

DWL INTO (E) CONC BEAM

8" CMU WALL, SEE PLAN

BOND BEAM @ METALDECK ELEVATION

HSS 5x5 LIFE LINE BEAMSEE PLAN

W8 HOIST BEAMSEE PLAN

DEMO (E) ROOF SLAB@ ELEVATOR

L 4x4x3/8 w/ 3/4" DIAADHESIVE ANCHORS@ 16"oc, TYP ALL SIDES

DOUBLE BOND BEAM@ ROOF LEVEL SEE PLAN NOTES

8" CMU WALLSEE PLAN

(E) CONC STRUCTURETO REMAIN

1/2"x12"x12" PLw/ (4) 5/8" DIA EXP ANCHORS@ 32"oc

2

4

PER ARCH

PE

R A

RC

H 3/16 2-6

3/16 2-6

BMD EL SEE PLAN

5/16" x CONT BENT PL

VERT SLIP CONN

METAL PANEL 600S METAL STUD

4

6"

w/ ARCHCOORD

CONC CURB, REINF w/(1) #4, T & B, CONT

#3 DWLS @ 12"ocDRILL & EPOXY 2" INTO(E) SLAB & 6" INTO DIST RIB & (E) BEAM

PAF ATTACHMENTPER METAL STUDDESIGNER

600S METAL STUDS

THIRD FLOOR

METAL PANEL

C

2 5/8" +/-

3" BMD EL SEE PLAN

T/PARAPETPER ARCH

T/ (E) SLOPED ROOF DECK (FV)

1/4

1/4

VERT SLIP TRACK

600S METAL STUDS

HSS 10x6 BRACEPER 1/S501

L 8x6x3/8 (LLV) x 3'-0" LGHORIZ SEGMENTS (GALV)STEP w/ ROOF SLOPE

3/16 2-6

3/16 2-6EA JOIST

STONE CAP PER ARCH

1/4" x CONT BENT PL

CONT L 3x3x1/4(GALV)

1/4" BENT PL w/ 0.134 DIA PAF @ 6"oc, INTO (E) PRECASTPANEL

(E) PRECAST PANEL

(E) ROOF CHANNEL1/4

L 6x4 (LLV)SEE PLAN

ARCH

PER

STONE VENEER SEE ARCH

HSS 3x2 1/2x5/16, BETWEEN EAJOIST ALONG GRID C

2-6

2-6

w/o

HA

NG

ER

3" M

IN

1"

6"

PROVIDE L 6x4x3/8 HANGER@ EA END OF L 6x4 OR L 8x6WHERE 3" VERT ATTACHMENTIS NOT AVAILABLE

1/4

ELEVATION OF (E) SLOPEDROOF VARIES FROM HSS 10x6 BRACE

3/16@ EA SUPPORT L

H G.8

1'-2" +/-, FV

PAF ATTACHMENTPER METAL STUDDESIGNER

BMD EL SEE PLAN

T/PARAPETPER ARCH

3"

1" +/- FV

3/16 2-6

3/16 2-6 EA JOIST & HSSSHIM

1/4" x CONT BENT PL

VERT SLIP CONN

W10, SEE PLAN

(E) PRECAST PANEL

BRACED FRAME BRACE

(E) W16

HSS 3x2 1/2x5/16, BETWEEN EAJOIST ALONG GRID G.8

2-6

2-6

(E) ROOF PRECAST PANEL

1/4" x CONT BENT PL w/ 0.134 DIA PAFS @ 6"oc

3/16 2-6

3/16 2-6

SECOND FLOOR

3", EOS

1/4" BENT PL

3/16

3/16

CLOSURE PL PER ARCH

3" TO CL OF BM

2" MIN

ATTACHMENT PER 10/S103

NOTCH CLADDING BACKINGLOCALLY @ BEAM TO COLATTACHMENT, THEN REPATCH

INTERIOR CLADDING FACE

Project Number:

Drawn By:

Issue Date:

Sheet Number:

Sheet Title:

Project Title:

Professional Seal:

Project Team:

Se

co

nd

Flo

or

Re

no

vatio

ns a

nd

D

efe

rre

d M

ain

ten

an

ce

Office:


pf



MU

Pro

ject

#C

P1

51

70

1

12/1

5/2

01

71

1:0

1:4

0 A

MC

:\U

se

rs\t

ah

intz

.KP

FF

-ST

L\D

ocu

me

nts

\17

00

11

9_M

em

ori

al S

tud

en

t U

nio

n_T

AH

v17

_C

en

tra

l_tim

.hin

tz@

kp

ff.c

om

.rvt

1700119

Author

FRAMING SECTIONS ANDDETAILS

S402

518

Hitt

Str

eet,

Co

lum

bia

, M

O

Mem

orial S

tud

en

t U

nio

n

11.16.17

319 N. 4th Street

St. Louis, MO 63102314-231-5700314-231-0816




StructuralEngineer

MPFP Engineer

ElectricalEngineer

Suite 1000

LG

A2.5

3/4" = 1'-0"S402

1 SECTION

3/4" = 1'-0"S402

2 SECTION

3/4" = 1'-0"S402

3 SECTION

3/4" = 1'-0"S402

4 SECTION

3/4" = 1'-0"S402

5 SECTION

3/4" = 1'-0"S402

6 SECTION

3/4" = 1'-0"S402

7 SECTION


2 Addendum #2 12-14-17

FIRE PROTECTION SYMBOL LIST

SYMBOL: DESCRIPTION:

FIRE PROTECTIONFP

SERVICE WATER - POTABLEW

AIR PRESSURE MAINTENANCE DEVICE

AIR SUPERVISORY SWITCH

ANGLE VALVE

BUTTERFLY VALVE WITH MONITOR SWITCH

OS&Y GATE VALVE

OS&Y GATE VALVE WITH MONITOR SWITCH

PRESSURE SWITCHP

NO HATCHLIGHT HAZARD (0.10 GPM/SQ.FT.OVER 1500 SQ.FT WITH 250 GPM HOSE STREAM ALLOWANCE PER FM GLOBAL)

SPRINKLER - WALL MOUNTED

SPRINKLER

SPRINKLER - CONCEALED

SPRINKLER

SPRINKLER

SPRINKLER

SPRINKLERA

SPRINKLERA

INSPECTOR TEST AND DRAIN VALVE

MONITOR SWITCH

PIPE CAP

PIPE DOWN

INDICATES POINT OF CONNECTION BETWEEN NEW AND EXISTING

PIPE UP OR UP/DOWN

SHUTOFF VALVE NORMALLY OPEN

DRAINDFP

NOT ALL SYMBOLS MAY APPLY.

AUTOMATIC DRAIN VALVE

UNION/FLANGE

DIRECTION OF FLOW IN PIPE

CHECK VALVE

PRESSURE GAUGE (FURNISHED WITH BALL VALVE)P

ORDINARY HAZARD GROUP 1(0.20 GPM/SQ.FT.OVER 2500 SQ.FT WITH 250 GPM HOSE STREAM ALLOWANCE PER FM GLOBAL)

ORDINARY HAZARD GROUP 2(0.30 GPM/SQ.FT. OVER 2500 SQ.FT WITH 250 GPM HOSE STREAM ALLOWANCE PER FM GLOBAL)

FIRE PROTECTION ABBREVIATION KEY

AD ACCESS DOOR

BFP BACKFLOW PREVENTER

N.C. NORMALLY CLOSED

ABOVE FINISHED FLOORAFF

NC NEW CONNECTION

NOT IN CONTRACTNIC

NORMALLY OPENN.O.

ABBR: DESCRIPTION:

TYPICALTYP

UNLESS NOTED OTHERWISEUNO

I.E. INVERT ELEVATION

NOT ALL SYMBOLS MAY APPLY

1. THE SYMBOLS AND THE MATERIAL LIST ARE FOR THE CONVENIENCE OF THE CONTRACTOR. CONTRACTOR SHALL VERIFY QUANTITIES AND FURNISH ALL MATERIALS REQUIRED FOR FULLY OPERATIONAL SYSTEMS, WHETHER SPECIFIED OR NOT.

2. CATALOG NUMBERS SHALL NOT BE CONSIDERED COMPLETE, BUT ARE GIVEN AS AN AID TO THE CONTRACTOR AND TO INDICATE THE QUALITY REQUIRED. CONTRACTOR IS RESPONSIBLE FOR COMPLETE DESCRIPTION OF MATERIAL ON THESE DRAWINGS AND IN THE SPECIFICATIONS BEFORE ORDERING. THE DESCRIPTION OF THE MATERIAL TAKES PRECEDENCE OVER THE CATALOG NUMBER. THE FIRST MANUFACTURER IS THE BASIS OF DESIGN.

3. FIRE PROTECTION PIPE ROUTING IS SHOWN FOR GENERAL LAYOUT. DETERMINE EXACT NUMBER OF SPRINKLERS, PIPE SIZING, AND PIPE ROUTING.

4. CENTER SPRINKLERS IN CEILING TILES IN BOTH DIRECTIONS IN ALL AREAS. IN AREAS WITH 2’X4’ CEILING TILES CENTERING USING A 2’X2’ CEILING PATTERN IS ACCEPTABLE.

5. NEW SPRINKLERS SHALL BE QUICK RESPONSE TYPE, UNLESS OTHERWISE NOTED. CONTRACTOR SHALL NOT MIX STANDARD RESPONSE SPRINKLERS WITH QUICK RESPONSE SPRINKLERS IN UNPARTITIONED SPACES.

6. PROVIDE COVERAGE ABOVE AND BELOW ALL DUCTWORK GREATER THAN 48" WIDE. 7. PROVIDE COVERAGE ABOVE AND BELOW FLOATING CEILINGS, REFER TO ARCHITECTURAL

PLANS. 8. DRAWINGS SHOWING LOCATIONS OF EQUIPMENT, PIPING, ETC. ARE DIAGRAMMATIC AND

MAY NOT ALWAYS REFLECT EXACT INSTALLATION CONDITIONS. DRAWINGS SHOW THE GENERAL ARRANGEMENT OF DUCTWORK, PIPING, EQUIPMENT, ETC., AND MAY NOT INCLUDE ALL OFFSETS AND FITTINGS REQUIRED FOR COMPLETE INSTALLATION. THE DRAWINGS SHALL BE FOLLOWED AS CLOSELY AS ACTUAL BUILDING CONSTRUCTION AND THE WORK OF OTHERS WILL PERMIT.

9. DO NOT SCALE DRAWINGS. VERIFY ALL DIMENSIONS AND CLEARANCES FROM ARCHITECTURAL, STRUCTURAL, SUBMITTALS, AND OTHER APPROPRIATE DRAWINGS OR PHYSICALLY AT SITE. REVIEW ALL DRAWINGS, INCLUDING THOSE OF OTHER TRADES.

10. COORDINATE ALL WORK WITH ALL OTHER TRADES PRIOR TO INSTALLATION TO PROVIDE CLEARANCES REQUIRED FOR OPERATION, MAINTENANCE, CODE COMPLIANCE, AND TO VERIFY NON-INTERFERENCE WITH OTHER WORK. DO NOT FABRICATE PRIOR TO VERIFICATION OF NECESSARY CLEARANCES FOR ALL TRADES. BRING ANY INTERFERENCES OR CONFLICTS TO THE ATTENTION OF THE ARCHITECT/ENGINEER BEFORE PROCEEDING WITH FABRICATION OR EQUIPMENT ORDERS.

11. REVIEW SPACE REQUIREMENTS OF EQUIPMENT SPECIFIED OR SUBSTITUTED AND MAKE REASONABLE ACCOMMODATIONS IN LAYOUT AND POSITIONING TO PROVIDE PROPER ACCESS.

12. ANY CHANGES REQUIRED TO ELIMINATE CONFLICTS OR THAT RESULT FROM A FAILURE TO COORDINATE SHALL BE MADE BY THE CONTRACTOR WITHOUT ADDITIONAL COST OR EXPENSE TO OTHERS.

13. EACH CONTRACTOR IS RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH ELECTRICAL CHANGES REQUIRED FOR EQUIPMENT PROPOSED THAT DIFFERS FROM THE BASIS OF DESIGN.

14. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN, ELECTRICAL, TECHNOLOGY AUDIO/VISUAL, AND OTHER MECHANICAL PLANS FOR EXACT LOCATIONS OF ALL CEILING MOUNTED DEVICES, OTHER THAN SPRINKLERS.

15. EACH CONTRACTOR IS RESPONSIBLE FOR DAMAGE CAUSED BY THEIR ACTIONS TO WALLS, FLOORS, CEILINGS, AND ROOFS. THE CONTRACTOR WHOSE WORK CAUSES DAMAGE IS RESPONSIBLE FOR PATCHING TO MATCH ORIGINAL CONSTRUCTION, FIRE RATING, AND FINISH.

16. IN AREAS WITH DRYWALL CEILINGS COORDINATE LOCATIONS OF ACCESS PANELS WITH THE GC FOR ACCESS TO VALVES, DUCTWORK ACCESSORIES, DAMPERS, ETC. COORDINATE PANEL TYPE AND COLOR WITH ARCHITECT. NOTIFY THE GC OF THE REQUIRED ACCESS PANELS PRIOR TO BIDDING.

17. SEAL ALL FLOOR, WALL PENETRATIONS AIRTIGHT WHERE PIPING PENETRATE. PENETRATIONS THROUGH EXTERIOR WALLS AND ROOF SHALL BE SEALED AIRTIGHT WITH WATERPROOFING MATERIALS RECOMMENDED BY MANUFACTURER FOR OUTDOOR USE.

18. CAULK ALL PIPE PENETRATIONS OF FULL HEIGHT NON-FIRE RATED WALL, PARTITION, FLOOR, AND ROOF ASSEMBLIES. THIS IS ESSENTIAL TO PREVENT NOISE TRANSMISSION FROM ONE ROOM TO ANOTHER AND TO PROVIDE THE DESIRED NC LEVELS WITHIN ROOMS.

19. WHERE PIPES ARE SHOWN TO PENETRATE FLOORS, PROVIDE SLEEVED OPENINGS WITH THE TOP EDGE RAISED ABOVE FLOOR SURFACE IN ACCORDANCE WITH ALL RELEVANT SPEC SECTIONS. SEAL SLEEVE PERIMETER TO BE WATERTIGHT.

20. DO NOT BLOCK TUBE PULL OR EQUIPMENT SERVICE CLEARANCES. 21. MAINTAIN MINIMUM NEC CLEARANCE IN FRONT OF ALL ELECTRICAL PANELS, MOTOR

STARTERS, SWITCHES, AND DISCONNECTS.22. DO NOT SUPPORT EQUIPMENT, PIPING, OR DUCTWORK FROM METAL DECKING OR OTHER

NON-STRUCTURAL BUILDING ELEMENTS. ANCHORS EMBEDDED IN CONCRETE SHALL BE CRACKED CONCRETE APPROVED IN ACCORDANCE WITH SPECIFICATIONS.

23. ALL VERTICAL PIPE PENETRATIONS SHALL BE FIELD COORDINATED TO MISS EXISTING CONCRETE BEAMS AND SLAB RIBS.

FIRE PROTECTION GENERAL NOTES:

2

LINE TYPE KEY:

NEW WORK BY THIS CONTRACTOR (DARK SOLID LINE)

EXISTING TO BE REMOVED BY THIS CONTRACTOR(DARK SHORT DASHED LINE)

FIRE PROTECTION RENOVATION NOTES:

1. EXISTING CONDITIONS ARE SHOWN BASED ON INFORMATION OBTAINED FROM FIELD SURVEYS, EXISTING BUILDING DOCUMENTS. VERIFY EXISTING CONDITIONS AND REPORT ANY CONFLICTS BEFORE PROCEEDING.

2. NOT ALL EXISTING PIPING IS SHOWN. VERIFY EXISTING CONDITIONS BEFORE STARTING WORK. NOTIFY ENGINEER OF ANY CONFLICTS WITH NEW WORK.

3. FIELD VERIFY THE AVAILABLE CLEARANCES FOR DUCTWORK AND PIPING BEFORE FABRICATION. RISES AND DROPS MAY BE NECESSARY BECAUSE OF EXISTING FIELD CONDITIONS.

4. EACH CONTRACTOR SHALL FIELD VERIFY ACCESSIBILITY TO THE AREA OF HIS WORK AND SHALL NOTIFY THE GENERAL CONTRACTOR CONSTRUCTION MANAGER ARCHITECT/ENGINEER PRIOR TO BIDDING IF OTHER UTILITIES ARE REQUIRED TO BE REMOVED OR RELOCATED TO ALLOW ACCESS TO HIS AREA OF WORK.

5. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR CUTTING, REMOVAL AND PATCHING OF ROOFS, WALLS, AND FLOORS ASSOCIATED WITH WORK BY ALL CONTRACTORS. CONTRACTORS SHALL NOTIFY THE GC OF AFFECTED AREAS PRIOR TO BIDDING

6. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR REMOVAL AND REPLACEMENT OF CEILINGS, CEILING TILES, AND CEILING GRIDS ASSOCIATED WITH AREAS OF WORK BY ALL CONTRACTORS. NOTIFY THE GENERAL CONTRACTOR OF AFFECTED AREAS PRIOR TO BIDDING.

7. WHERE EXISTING MECHANICAL SYSTEMS ARE LOCATED IN AREAS THAT CONFLICT WITH NEW EQUIPMENT, PIPING, OR DUCTWORK TO BE INSTALLED, EACH CONTRACTOR SHALL EITHER ARRANGE NEW EQUIPMENT, PIPING, OR DUCTWORK IN SUCH A FASHION THAT IT DOES NOT CONFLICT WITH EXISTING SYSTEMS, OR REWORK EXISTING MECHANICAL SYSTEMS TO ALLOW FOR INSTALLATION OF NEW EQUIPMENT, PIPING, OR DUCTWORK.

8. PROVIDE TEMPORARY CONNECTIONS TO MAINTAIN EXISTING SYSTEMS IN SERVICE DURING CONSTRUCTION. MAINTAIN ACCESS TO EXISTING MECHANICAL INSTALLTIONS WHICH REMAIN ACTIVE.

9. OBTAIN PERMISSION FROM OWNER BEFORE SHUTTING DOWN ANY SYSTEM FOR ANY REASON. MAINTAIN SERVICE TO ALL COMPONENTS THAT ARE TO REMAIN UNTIL NEW SYSTEMS ARE INSTALLED.

10. MAINTAIN EXISTING SYSTEM IN SERVICE UNTIL NEW SYSTEM IS COMPLETE AND READY FOR TIE IN AND SWITCHOVER. DRAIN SYSTEM ONLY TO MAKE SWITCHOVERS AND CONNECTIONS. OBTAIN PERMISSION FROM OWNER BEFORE PARTIALLY OR COMPLETELY DRAINING SYSTEM. MAKE CHANGEOVER TO NEW SYSTEMS WITH MINIMUM OUTAGE.

12" MAX.12" MAX.

ARMOVER TO SPRINKLER

FIRE PROTECTION BRANCH LINE OR CROSS MAIN.

ADJUSTABLE SWIVEL RING PIPE HANGER. (NOTE 3)

THREADED ROD TIGHT TO PIPE.

ESCUTCHEON (TYP.)

REFER TO SPRINKLER USAGE SCHEDULE FOR TYPE OF SPRINKLER HEAD.

CEILING(TYP.)

END-OF-LINE ARMOVER

NOTES:

1. THIS DETAIL APPLIES TO SPRINKLER PIPES ABOVE CEILING THAT SUPPLY PENDENT SPRINKLERS BELOW CEILINGS WHERE THE WATER PRESSURE EXCEEDS 100 PSIG (STATIC OR RESIDUAL).

2. ALSO APPLIES TO ARMOVER WHERE CUMULATIVE HORIZONTAL LENGTH IS GREATER THAN 12".

3. CLEVIS HANGERS AND ADJUSTABLE SWIVEL RING HANGERS WITH SURGE SUPPRESSORS ARE ALSO ACCEPTABLE, SEE NFPA 13.

(NOTE 2)

REFER TO SPRINKLER USAGE SCHEDULE FOR TYPE OF SPRINKLER HEAD.

THREADED ROD.(TYP.)

OVERSIZE HANGER TO ALLOW LONGITUDINAL PIPE EXPANSION AND PIPE INSULATION TO PASS THROUGH UNBROKEN. (TYP.)

UNI-STRUT OR EQUIVALENT

THREADED ROD.(TYP.)

INSTALL CLAMP ON ALL PIPES LESS THAN 4"Ø

THREADED ROD

CLEVIS HANGER

NOTES:

1. REFER TO SPECIFICATION SECTION 21 05 29.

CLEVIS HANGER

STRUCT CAMP HANGERSTRAPEZE HANGER

INSTALL AN ESCUTCHEON AROUND PIPES EXPOSED IN FINISHED ROOMS. FOR ALL INSULATED PIPING INSTALL A PLASTIC JACKET EXTENDING 6" BEYOND THE WALL TO PROTECT INSULATION FROM DAMAGE.

MAKE A SMOOTH ROUND OPENING IN WALL SLIGHTLY LARGER THAN OUTSIDE DIAMETER OF THE PIPE AND INSULATION.

ADD A BEAD OF NON-HARDENING CAULK IN THE ANNULAR SPACE.

NOTES:

1. THIS DETAIL APPLIES TO ALL PIPES. THE INTENTION IS TO CONTINUE THE INSULATION AND VAPOR BARRIER THROUGH ALL PENETRATIONS. PERMIT THERMAL EXPANSION WITHOUT DAMAGING INSULATION, AND TO SEAL AIRTIGHT AROUND INSULATED AND UNINSULATED PIPES FOR NOISE TRANSMISSION CONTROL.

2. FLOOR OPENINGS ARE SIMILAR SEE SPECIFICATION SECTION 21 05 29 FOR DIFFERENCES BETWEEN FLOOR AND WALL PENETRATIONS.

TEST DATE:

RESIDUAL HYDRANT #:LOCATION:STATIC PRESSURE:RESIDUAL PRESSURE:

FLOW HYDRANT #:LOCATION:

TOTAL FLOW:

SIZE OF MAIN:

FIRE HYDRANT FLOW TEST DATA

10/10/2017

MUH-202 WEST OF WHITTEN 60 PSI 48 PSI

MUH-031WEST OF WHITTEN

1761 GPM

8"

FIRE PROTECTION PHASING NOTES:

1. REFER TO ARCHITECTURAL DRAWINGS FOR GENERAL DESCRIPTION OF SCHEDUALING REQUIREMENTS. REFER TO ARCHITECTS INSTRUCTIONS FOR MORE DETAILS, PHASING SCHEDULES AND FOR CONCURRENT WORK. MECHANICAL, ELECTRICAL AND TECHNOLOGY DRAWINGS DEPICT THE INTENT OF THE FINAL DESIGN. THE MECHANICAL, ELECTRICAL, AND TECHNOLOGY DRAWINGS DO NOT DEPICT THE MEANS AND METHODS TO MEET THE REQUIREMENTS OF THE SCHEDUALING CRITERIA.

2. REVIEW PROJECT SCHEDUALING REQUIREMENTS TO COORDINATE DEMOLITION WORK, OUTAGES, ETC. WITH AFFECTED ADJACENT AREAS.

3. PROVIDE TEMPORARY PIPING, SHUTOFF VALVES, ZONE VALVES, ZONE ALARMS, ETC. AS NEEDED TO MAINTAIN SERVICE TO ALL AREAS DURING ALL PHASES OF PROJECT.

4. INSTALL TEMPORARY PIPING, SHUTOFF VALVES, ETC. AS NECESSARY TO KEEP ALL OCCUPIED SPACES OPERATIONAL THROUGHOUT ALL PHASES OF THE PROJECT

5. PHASE DEMOLITION WORK TO MINIMIZE DOWNTIME.

FIRE PROTECTION SHEET INDEXF000 FIRE PROTECTION COVER SHEET

FD100 SUB BASEMENT FLOOR PLAN - FIRE PROTECTION - DEMO

FD100.5N GROUND FLOOR PLAN - NORTH WING - FIRE PROTECTION - DEMO

FD101N FIRST FLOOR PLAN - NORTH WING - FIRE PROTECTION - DEMO

FD102N SECOND FLOOR PLAN - NORTH WING - FIRE PROTECTION - DEMO

FD103N ATTIC FLOOR PLAN - NORTH WING - FIRE PROTECTION - DEMO

F100 SUB BASEMENT FLOOR PLAN - FIRE PROTECTION

F100.5N GROUND FLOOR PLAN - NORTH WING - FIRE PROTECTION

F100.5S GROUND FLOOR PLAN - SOUTH WING - FIRE PROTECTION

F101N FIRST FLOOR PLAN - NORTH WING - FIRE PROTECTION

F101S FIRST FLOOR PLAN - SOUTH WING - FIRE PROTECTION

F102N SECOND FLOOR PLAN - NORTH WING - FIRE PROTECTION

F102S SECOND FLOOR PLAN - SOUTH WING - FIRE PROTECTION

F103N ATTIC FLOOR PLAN - NORTH WING - FIRE PROTECTION

F103S THIRD FLOOR PLAN - SOUTH WING - FIRE PROTECTION

F600 FIRE PROTECTION RISER DIAGRAM

Project Number:

Drawn By:

Issue Date:

Sheet Number:

Sheet Title:

Project Title:

Professional Seal:

Project Team:

Se

co

nd

Flo

or

Re

no

vatio

ns a

nd

D

efe

rre

d M

ain

ten

an

ce


This drawing and details on it are the sole property of the architect and may be used for this specific project only. It shall not be loaned, copied or reproduced, in whole or part, or for any other purpose or project without the written consent of the architect.

Office:


pf


MU

Pro

ject

#C

P1

51

70

1

12/6

/201

7 1

:14

:12

PM

C:\

Re

vit Lo

ca

l F

iles\

ME

PT

17

_0

01

502

90

.01

_M

U M

em

ori

al S

tud

en

t U

nio

n_C

en

tra

l_d

hru

v.m

. sh

ah

.rvt

16253

DHRSHA

FIRE PROTECTION COVERSHEET

F000

518

Hitt

Str

eet,

Co

lum

bia

, M

O

Mem

orial S

tud

en

t U

nio

n

11.16.17

319 N. 4th Street

St. Louis, MO 63102314-231-5700314-231-0816




StructuralEngineer

MPFP Engineer

ElectricalEngineer

Suite 1000

LG

A2.5

THE SYMBOLS AND THE MATERIAL LIST ARE FOR THE CONVENIENCE OF THE CONTRACTOR. CONTRACTOR SHALL VERIFYQUANTITIES AND FURNISH ALL MATERIALS REQUIRED FOR FULLY OPERATIONAL SYSTEMS, WHETHER SPECIFIED OR NOT.

CATALOG NUMBERS SHALL NOT BE CONSIDERED COMPLETE, BUT ARE GIVEN AS AN AID TO THE CONTRACTOR AND TO INDICATE THEQUALITY REQUIRED. CONTRACTOR IS RESPONSIBLE FOR COMPLETE DESCRIPTION OF MATERIAL ON THESE DRAWINGS AND IN THESPECIFICATIONS BEFORE ORDERING. THE DESCRIPTION OF THE MATERIAL TAKES PRECEDENCE OVER THE CATALOG NUMBER. THEFIRST LISTED MANUFACTURER IS THE BASIS OF DESIGN.

CONTRACTOR SHALL VERIFY THAT FIXTURES SUPPLIED ARE APPROVED PER ALL APPLICABLE STATE,LOCAL GOVERNING AUTHORITIES. AND COMPLY WITH FM GLOBAL REQUIREMENTS.

FIRE PROTECTION MATERIAL LIST

TAG NAME DESCRIPTION MANF. & MODEL

ADV-1 AUTOMATIC DRIP VALVE, 175 PSI WP, BRASS BAR,BERYLLIUM COPPER SPRING AND RETAINING RING, CLOSINGPRESSURE 7 PSI WITH INCREASING PRESSURE, OPENINGPRESSURE 5 PSI WITH DECREASING PRESSURE, 1/2" NPTINLET AND 1/4" NPT DRAIN OUTLET.

VIKING B-1TYCO AD-1RELIABLE C

AV-1 ANGLE VALVE, 1/2" TO 2”, 175 PSI, BRONZE BODY, INTEGRALSEAT, SOFT DISC, HANDWHEEL, THREADED. UL.

UNITED 126S ULNIBCO KT-67-UL / T-301-WKENNEDY 98 SD, FPPI

BF-1 2" TO 12" BUTTERFLY VALVE, 175 PSI WP, LUGGED ORGROOVED TYPE, IRON BODY, ALUMINUM BRONZE OR EPDMCOATED IRON DISC, STAINLESS STEEL STEM AND SCREWS,EPDM SEAT, INTEGRAL MONITOR SWITCH, RATED FOR DEADEND SERVICE, UL/FM.

GEM 8000FPTYCO BFVKENNEDY 01NIBCO LD3510-8GD-4765-8NVICTAULIC 705-W

BFP-1 6" DOUBLE CHECK BACKFLOW PREVENTER WITH SPRINGLOADED CHECK VALVES. CAST IRON CONSTRUCTION, WITHBRONZE, PLASTIC OR STAINLESS STEEL INTERNAL PARTSAND STAINLESS STEEL SPRINGS. OS&Y RISING STEMSHUTOFF GATE VALVES ON BOTH SIDES OF CHECK VALVES.UNITS SHALL INCLUDE FOUR TEST COCKS WITH SHUT-OFFVALVES AND SHALL BE BACKFLOW TESTED AT THEFACTORY. RATED FOR 175 PSI AT 33 DEGREES F. TO 140DEGREES F. MAXIMUM PRESSURE DROP 8 PSI AT 10 FPSREGARDLESS OF SIZE. FLOW PRESSURE DROP CURVESSHALL BE SUBMITTED. ALL PARTS TO BE SERVICEABLEWITHOUT REMOVING UNIT FROM LINE. APPROVED BY: USCFCCC & HR, AWWA C510-92, ASSE 1015, IAPMO AND SBCCILISTED, UL/FM.

WATTS SERIES 007 & 709CONBRACO SERIES 40-100FEBCO 850WILKINS 950XL & 350

CK-16 2-1/2" TO 12" SWING CHECK VALVE, 175 PSI WP, FLANGED ORGROOVED, IRON BODY, BRONZE MOUNTED, BRONZE SEATRING AND RUBBER CLAPPER FACING, SWING TYPE, UL/FM.

VIKING D-1/G-1TYCO CV-2RELIABLE D OR GKENNEDY 126A OR 426

FDC-1 EXPOSED FIRE DEPT. WITH 4 INLET CONNECTIONS,POLISHED CHROME PLATED TWO-WAY INLET BODY WITHDROP CLAPPERS, PIN LUG SWIVELS, PLUGS, CHAINS KNOXSTAINLESS STEEL LOCKING FDC CAPS WITH MATCHINGTHREADS AND CHROME FINISH, POLISHED CHROME PLATEDWALL PLATE LABELED AUTO. SPR. UL. THREADS TO MATCHLOCAL FIRE DEPARTMENT.CONTRACTOR TO COORDINATE PURCHASE OF KNOXLOCKING CAP WITH LOCAL FIRE DEPARTMENT.

POTTER-ROEMER 5216, CROKER, GUARDIAN,ELKHART.

FS-1 FLOW SWITCH - VANE TYPE FOR USE ON WET PIPESPRINKLER SYSTEM TO DETECT A MINIMUM FLOW OF 10GPM. TWO SINGLE POLE DOUBLE THROW SWITCHES WITHPNEUMATIC RETARD-ADJUSTABLE FROM 0-90 SECONDSWITH AUTOMATIC RESET, TAMPER RESISTANT METALHOUSING. UL/FM.

SYSTEM SENSOR WFD SERIES, POTTER ELECTRICVSR-F

HV-1 2-1/2" HOSE VALVE, ANGLE TYPE, CAST BRASS BODY ANDTRIM, RISING STEM, CAP AND CHAIN, RED HAND WHEEL.HOSE THREADS TO MATCH LOCAL FIRE DEPARTMENT.

POTTER-ROEMER 4065CROKER 5035ELKHART U-25KENNEDY 936

IT-1 1" INSPECTOR'S TEST AND DRAIN VALVE WITH INTEGRALSIGHT GLASS, BALL VALVE WITH INTEGRAL LABELED PLATESHOWING OFF-TEST-DRAIN POSITIONS. FURNISHED WITHTEST ORIFICE GIVING FLOW EQUIVALENT TO ONESPRINKLER OF A TYPE HAVING THE SMALLEST ORIFICEINSTALLED ON THE SYSTEM, UL.

RELIABLE B W/1" BALL VALVETYCO F350AGF MODEL 1000

MS-1 MONITOR SWITCH - ELECTRIC, ONE SINGLE POLE, DOUBLETHROW CONTACT, CAST ALUMINUM HOUSING WITHCORROSION RESISTANT PARTS, WITH J-BOLTS FORMOUNTING. UL/FM. VERIFY ELECTRICAL CHARACTERISTICSWITH ELECTRICAL CONTRACTOR PRIOR TO PURCHASE.

POTTER ELECTRIC OSYSU-1SYSTEM SENSOR OSY2

NOTES: 1. SEE FLOOR PLANS FOR ZONING REQUIREMENTS. 2. SPRINKLER SHALL HAVE COLOR CODED BULB THERMAL ELEMENT. 3. ALL SPRINKLERS SHALL BE UL AND FM LISTED. 4. CONTRACTOR TO VERIFY SPRINKLER REQUIREMENTS BASED ON ACTUAL INSTALLATION, USAGE, ARCHITECTURAL CEILING PLAN AND NFPA 13

REQUIREMENTS. FOR RENOVATED AREAS MATCH TO EXISTING SPRINKLER HEAD TYPE. 5. TAG NAME IS PRIMARILY FOR IDENTIFIYING SPRINKLERS IN SUBMITTALS. IT MAY OR MAY NOT BE FOUND ELSEWHERE ON THE DRAWINGS.

CONTRACTOR TO SUBMIT ALL SPRINKLER TYPES TO BE USED. 6. AREAS ARE GENERAL IN NATURE. CONTRACTOR TO MATCH UNSCHEDULED AREAS TO SIMILAR SPACES.

FIRE SPRINKLER USAGE SCHEDULE

AREA TYPE(NOTE 1 & 6)

AREAHAZARD

SPRINKLER

TEMPERATURERATING MANUFACTURER & MODEL NOTES

TAG NAME(NOTE 4 & 5)

SPRINKLERTYPE

RESPONSECATEGORY FINISH

EXPOSED AREAS SEE PLANS SPR-1 UPRIGHT QUICK ROUGH BRASS 155 VIKING, RELIABLE F1FR, TYCO,VICTAULIC

NOTES 2, 3

FINISHED AREAS SEE PLANS SPR-2 CONCEALED QUICK CHROMEPLATED

155 VIKING, RELIABLE F1FR, TYCO,VICTAULIC

NOTES 2, 3

ELEVATOR SHAFT TOP SEE PLANS SPR-3 UPRIGHT QUICK ROUGH BRASS 135-170 VIKING, RELIABLE F1FR, TYCO,VICTAULIC

NOTES 2, 3

ELEVATOR SHAFTBOTTOM/SOUTHWING

3RD FLOOR OFFICE S303

SEE PLANS SPR-4 HORIZONTALSIDEWALL

QUICK ROUGH BRASS 135-170 VIKING, RELIABLE F1FR, TYCO,VICTAULIC

NOTES 2, 3

NO SCALE1SPRINKLER PIPE HANGER DETAIL

NO SCALE2PIPE SUPPORT DETAIL

NO SCALE3PIPE THROUGH NON-FIRE RATED WALL

REFERENCE SCALE IN INCHES

0 1 2 3

Missouri State Certificate of Authority E-2017008530

PROJECT #

7381 WEST 133RD ST, SUITE 210OVERLAND PARK, KS 66213913.956.6636 FAX: 913.956.6670www.imegcorp.com

00150290.01


2 ADDENDUM 2 12/14/2017

PLUMBING SYMBOL LIST

SYMBOL: DESCRIPTION:

PIPE SERVING FIXTURE ON FLOOR ABOVE(EXAMPLE: FD = FLOOR DRAIN)FD

PITCH PIPE IN DIRECTION

RD-16"(1000)

ROOF DRAIN PROPERTIES SYMBOLSIZE (ROOF SQ. FT.)

DIELECTRIC CONNECTION

UNION/FLANGE

BALANCING VALVE (NUMBER INDICATES GPM)GPM

CHECK VALVE

REDUCER - REFERENCE SPECIFICATIONFOR CONCENTRIC/ECCENTRIC AND FOT/FOB

PIPE CAP

PIPE DOWN

PIPE UP OR UP/DOWN

DIRECTION OF FLOW IN PIPE

SHUTOFF VALVE NORMALLY OPEN

SHUTOFF VALVE NORMALLY CLOSED

COLD WATER - POTABLECW

DT DRAIN TILE

SANITARY DRAINAGE (GREASE LADEN)GSAN

HOT WATER RETRUN- POTABLEHWR

SUMP PUMPED DISCHARGESPD

SANITARY DRAINAGESW

STORM DRAINAGE (ROOF SQUARE FOOTAGE)ST(1,000)

STS STORM DRAINAGE (SECONDARY)

VENTSV


SOLENOID VALVE

SAFETY/RELIEF VALVE

HOT WATER - POTABLEHW

INDICATES POINT OF CONNECTION BETWEEN NEW AND EXISTING

PLUMBING ABBREVIATION KEY

CO CLEANOUT

DRINKING FOUNTAINDF

FLOOR CLEANOUTFCO

FLOOR DRAINFD

GREASE INTERCEPTORGI

HOSE BIBBHB

I.E. INVERT ELEVATION (FOR REFERENCE ONLY)

LAVATORYLAV

MOP BASINMB

ROOF DRAINRD

SINKSK

TRAP PRIMERTP

URINALUR

WATER CLOSETWC

WALL CLEANOUTWCO

ELECTRIC WATER COOLEREWC

VENT THROUGH ROOFVTR

AD ACCESS DOOR

ABOVE FINISHED FLOORAFF

BFP BACKFLOW PREVENTER

NC NEW CONNECTION

NOT IN CONTRACTNIC

ABBR: DESCRIPTION:

TYPICALTYP

UNLESS NOTED OTHERWISEUNO

EXISTINGE

WATER METERWM

CATCH BASINCB

CAST IRONCI


1. THE SYMBOLS AND THE MATERIAL LIST ARE FOR THE CONVENIENCE OF THE CONTRACTOR. CONTRACTOR SHALL VERIFY QUANTITIES AND FURNISH ALL MATERIALS REQUIRED FOR FULLY OPERATIONAL SYSTEMS, WHETHER SPECIFIED OR NOT.

2. CATALOG NUMBERS SHALL NOT BE CONSIDERED COMPLETE, BUT ARE GIVEN AS AN AID TO THE CONTRACTOR AND TO INDICATE THE QUALITY REQUIRED. CONTRACTOR IS RESPONSIBLE FOR COMPLETE DESCRIPTION OF MATERIAL ON THESE DRAWINGS AND IN THE SPECIFICATIONS BEFORE ORDERING. THE DESCRIPTION OF THE MATERIAL TAKES PRECEDENCE OVER THE CATALOG NUMBER. THE FIRST MANUFACTURER LISTED IS THE BASIS OF DESIGN.

3. CONTRACTOR SHALL VERIFY THAT FIXTURES SUPPLIED ARE APPROVED PER ALL APPLICABLE STATE, LOCAL AND GOVERNING AUTHORITIES.

4. INVERT ELEVATIONS ARE FROM EXISTING DRAWINGS AND MAY NOT BE ACCURATE. VERIFY ALL ELEVATIONS BEFORE BEGINNING WORK.

5. VERIFY UNDERGROUND PIPE SIZES, INVERT ELEVATIONS, AND LOCATIONS PRIOR TO BEGINNING ANY WORK.

6. REFER TO THE PLUMBING ROUGH-IN SCHEDULE FOR THE SIZES OF BRANCH PIPES TO PLUMBING FIXTURES.

7. EXISTING CONDITIONS ON DEMOLITION PLANS ARE PROVIDED TO INDICATE THE GENERAL SCOPE OF ITEMS TO BE REMOVED. SEE SPECIFICATION SECTION 22 05 05 FOR ADDITIONAL DEMOLITION INFORMATION.

8. P.C. SHALL CUT AND PATCH EXISTING AS REQUIRED FOR NEW OR DEMOLITION WORK UNLESS NOTED OTHERWISE. SEE SPECIFICATION SECTION 22 05 05 FOR ADDITIONAL INFORMATION.

9. DRAWINGS SHOWING LOCATIONS OF PIPING ARE DIAGRAMMATIC AND MAY NOT ALWAYS REFLECT EXACT INSTALLATION CONDITIONS. DRAWINGS SHOW THE GENERAL ARRANGEMENT OF PIPING MAY NOT INCLUDE ALL OFFSETS AND FITTINGS REQUIRED FOR COMPLETE INSTALLATION. THE DRAWINGS SHALL BE FOLLOWED AS CLOSELY AS ACTUAL BUILDING CONSTRUCTION AND THE WORK OF OTHERS WILL PERMIT.

10. DO NOT SCALE DRAWINGS. VERIFY ALL DIMENSIONS AND CLEARANCES FROM ARCHITECTURAL, STRUCTURAL, SUBMITTALS, AND OTHER APPROPRIATE DRAWINGS OR PHYSICALLY AT SITE. REVIEW ALL DRAWINGS, INCLUDING THOSE OF OTHER TRADES.

11. COORDINATE ALL WORK WITH ALL OTHER TRADES PRIOR TO INSTALLATION TO PROVIDE CLEARANCES REQUIRED FOR OPERATION, MAINTENANCE, CODE COMPLIANCE, AND TO VERIFY NON-INTERFERENCE WITH OTHER WORK. DO NOT FABRICATE PRIOR TO VERIFICATION OF NECESSARY CLEARANCES FOR ALL TRADES. BRING ANY INTERFERENCES OR CONFLICTS TO THE ATTENTION OF THE ARCHITECT/ENGINEER BEFORE PROCEEDING WITH FABRICATION OR EQUIPMENT ORDERS.

12. REVIEW SPACE REQUIREMENTS OF EQUIPMENT SPECIFIED OR SUBSTITUTED AND MAKE REASONABLE ACCOMMODATIONS IN LAYOUT AND POSITIONING TO PROVIDE PROPER ACCESS.

13. ANY CHANGES REQUIRED TO ELIMINATE CONFLICTS OR THAT RESULT FROM A FAILURE TO COORDINATE SHALL BE MADE BY THE CONTRACTOR WITHOUT ADDITIONAL COST OR EXPENSE TO OTHERS.

14. EACH CONTRACTOR IS RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH ELECTRICAL CHANGES REQUIRED FOR EQUIPMENT PROPOSED THAT DIFFERS FROM THE BASIS OF DESIGN.

15. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN, ELECTRICAL, TECHNOLOGY AUDIO/VISUAL, AND OTHER MECHANICAL PLANS FOR EXACT LOCATIONS OF ALL CEILING MOUNTED DEVICES, OTHER THAN SPRINKLERS.

16. EACH CONTRACTOR IS RESPONSIBLE FOR DAMAGE CAUSED BY THEIR ACTIONS TO WALLS, FLOORS, CEILINGS, AND ROOFS. THE CONTRACTOR WHOSE WORK CAUSES DAMAGE IS RESPONSIBLE FOR PATCHING TO MATCH ORIGINAL CONSTRUCTION, FIRE RATING, AND FINISH.

17. IN AREAS WITH DRYWALL CEILINGS COORDINATE LOCATIONS OF ACCESS PANELS WITH THE GC FOR ACCESS TO VALVES, DUCTWORK ACCESSORIES, DAMPERS, ETC. COORDINATE PANEL TYPE AND COLOR WITH ARCHITECT. NOTIFY THE GC OF THE REQUIRED ACCESS PANELS PRIOR TO BIDDING.

18. SEAL ALL FLOOR, WALL, AND ROOF PENETRATIONS AIRTIGHT WHERE PIPING PENETRATE. PENETRATIONS THROUGH ROOF SHALL BE SEALED AIRTIGHT WITH WATERPROOFING MATERIALS RECOMMENDED BY MANUFACTURER FOR OUTDOOR USE.

19. CAULK ALL PIPE PENETRATIONS OF FULL HEIGHT NON-FIRE RATED WALL, PARTITION, FLOOR, AND ROOF ASSEMBLIES. THIS IS ESSENTIAL TO PREVENT NOISE TRANSMISSION FROM ONE ROOM TO ANOTHER AND TO PROVIDE THE DESIRED NC LEVELS WITHIN ROOMS.

20. WHERE PIPES ARE SHOWN TO PENETRATE FLOORS, PROVIDE SLEEVED OPENINGS WITH THE TOP EDGE RAISED ABOVE FLOOR SURFACE IN ACCORDANCE WITH ALL RELEVANT SPEC SECTIONS. SEAL SLEEVE PERIMETER TO BE WATERTIGHT.

21. DO NOT SUPPORT EQUIPMENT, PIPING, OR DUCTWORK FROM METAL DECKING OR OTHER NON-STRUCTURAL BUILDING ELEMENTS. ANCHORS EMBEDDED IN CONCRETE SHALL BE CRACKED CONCRETE APPROVED IN ACCORDANCE WITH SPECIFICATIONS.

22. NEW VERTICAL PLUMBING CONCRETE CORES TO AVOID EXISTING CONCRETE SLAB RIBS. IN EVENT THAT A SLAB RIB IS CUT, REFER TO STRUCTURAL DOCUMENTS FOR STRUCTURAL MITIGATION REQUIREMENTS.


PLUMBING GENERAL NOTES:

LINE TYPE KEY:

NEW WORK BY THIS CONTRACTOR (DARK SOLID LINE)

EXISTING TO BE REMOVED BY THIS CONTRACTOR(DARK SHORT DASHED LINE)

PLUMBING RENOVATION NOTES:

1. EXISTING CONDITIONS ARE SHOWN BASED ON INFORMATION OBTAINED FROM FIELD SURVEYS, EXISTING BUILDING DOCUMENTS. VERIFY EXISTING CONDITIONS AND REPORT ANY CONFLICTS BEFORE PROCEEDING.

2. NOT ALL EXISTING PIPING IS SHOWN. VERIFY EXISTING CONDITIONS BEFORE STARTING WORK. NOTIFY ENGINEER OF ANY CONFLICTS WITH NEW WORK.

3. FIELD VERIFY THE AVAILABLE CLEARANCES FOR DUCTWORK AND PIPING BEFORE FABRICATION. RISES AND DROPS MAY BE NECESSARY BECAUSE OF EXISTING FIELD CONDITIONS.

4. EACH CONTRACTOR SHALL FIELD VERIFY ACCESSIBILITY TO THE AREA OF HIS WORK AND SHALL NOTIFY THE GENERAL CONTRACTOR ARCHITECT/ENGINEER PRIOR TO BIDDING IF OTHER UTILITIES ARE REQUIRED TO BE REMOVED OR RELOCATED TO ALLOW ACCESS TO HIS AREA OF WORK.

5. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR CUTTING, REMOVAL AND PATCHING OF ROOFS, WALLS, AND FLOORS ASSOCIATED WITH WORK BY ALL CONTRACTORS. CONTRACTORS SHALL NOTIFY THE GC OF AFFECTED AREAS PRIOR TO BIDDING.

6. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR REMOVAL AND REPLACEMENT OF CEILINGS, CEILING TILES, AND CEILING GRIDS ASSOCIATED WITH AREAS OF WORK BY ALL CONTRACTORS. NOTIFY THE GENERAL CONTRACTOR OF AFFECTED AREAS PRIOR TO BIDDING.

7. WHERE EXISTING MECHANICAL SYSTEMS ARE LOCATED IN AREAS THAT CONFLICT WITH NEW EQUIPMENT, PIPING, OR DUCTWORK TO BE INSTALLED, EACH CONTRACTOR SHALL EITHER ARRANGE NEW EQUIPMENT, PIPING, OR DUCTWORK IN SUCH A FASHION THAT IT DOES NOT CONFLICT WITH EXISTING SYSTEMS, OR REWORK EXISTING MECHANICAL SYSTEMS TO ALLOW FOR INSTALLATION OF NEW EQUIPMENT, PIPING, OR DUCTWORK.

8. PROVIDE TEMPORARY CONNECTIONS TO MAINTAIN EXISTING SYSTEMS IN SERVICE DURING CONSTRUCTION. MAINTAIN ACCESS TO EXISTING MECHANICAL INSTALLTIONS WHICH REMAIN ACTIVE.

9. OBTAIN PERMISSION FROM OWNER BEFORE SHUTTING DOWN ANY SYSTEM FOR ANY REASON. MAINTAIN SERVICE TO ALL COMPONENTS THAT ARE TO REMAIN UNTIL NEW SYSTEMS ARE INSTALLED.

10. MAINTAIN EXISTING SYSTEM IN SERVICE UNTIL NEW SYSTEM IS COMPLETE AND READY FOR TIE IN AND SWITCHOVER. DRAIN SYSTEM ONLY TO MAKE SWITCHOVERS AND CONNECTIONS. OBTAIN PERMISSION FROM OWNER BEFORE PARTIALLY OR COMPLETELY DRAINING SYSTEM. MAKE CHANGEOVER TO NEW SYSTEMS WITH MINIMUM OUTAGE.

11. DISCONNECT AND REMOVE MECHANICAL DEVICES AND EQUIPMENT SERVING EQUIPMENT THAT HAS BEEN REMOVED.

PLUMBING FIXTURE SCHEDULE GENERAL NOTES

THE SYMBOLS AND THE MATERIAL LIST ARE FOR THE CONVENIENCE OF THE CONTRACTOR. CONTRACTOR SHALL VERIFY QUANTITIES AND FURNISH ALL MATERIALS REQUIRED FOR FULLY OPERATIONAL SYSTEMS, WHETHER SPECIFIED OR NOT.

CATALOG NUMBERS SHALL NOT BE CONSIDERED COMPLETE, BUT ARE GIVEN AS AN AID TO THE CONTRACTOR AND TO INDICATE THE QUALITY REQUIRED. CONTRACTOR IS RESPONSIBLE FOR COMPLETE DESCRIPTION OF MATERIAL ON THESE DRAWINGS AND IN THE SPECIFICATIONS BEFORE ORDERING. THE DESCRIPTION OF THE MATERIAL TAKES PRECEDENCE OVER THE CATALOG NUMBER. THE FIRST MANUFACTURER LISTED IS THE BASIS OF DESIGN.

CONTRACTOR SHALL VERIFY THAT FIXTURES SUPPLIED ARE APPROVED PER ALL APPLICABLE STATE, LOCAL AND GOVERNING AUTHORITIES.

ALL FIXTURES SHALL CONFORM TO FEDERAL ACT S.3874

PLUMBING PHASING NOTES:

1. REFER TO ARCHITECTURAL DRAWINGS FOR GENERAL DESCRIPTION OF SCHEDUALING REQUIREMENTS. REFER TO ARCHITECTS INSTRUCTIONS FOR MORE DETAILS, SCHEDULES AND FOR CONCURRENT WORK. MECHANICAL, ELECTRICAL AND TECHNOLOGY DRAWINGS DEPICT THE INTENT OF THE FINAL DESIGN. THE MECHANICAL, ELECTRICAL, AND TECHNOLOGY DRAWINGS DO NOT DEPICT THE MEANS AND METHODS TO MEET THE REQUIREMENTS OF THE SCHEDUALING CRITERIA.

2. REVIEW PROJECT SCHEDUALING REQUIREMENTS TO COORDINATE DEMOLITION WORK, OUTAGES, ETC. WITH AFFECTED ADJACENT AREAS.

3. PROVIDE TEMPORARY PIPING, SHUTOFF VALVES, ZONE VALVES, ZONE ALARMS, ETC. AS NEEDED TO MAINTAIN SERVICE TO ALL AREAS DURING ALL PHASES OF PROJECT.

4. INSTALL TEMPORARY PIPING, SHUTOFF VALVES, ETC. AS NECESSARY TO KEEP ALL OCCUPIED SPACES OPERATIONAL THROUGHOUT ALL PHASES OF THE PROJECT

5. PHASE DEMOLITION WORK TO MINIMIZE DOWNTIME.

PLUMBING SHEET INDEXP600A PLUMBING RISER DIAGRAM ALT1

P000 PLUMBING COVER SHEET

PD100 SUB BASEMENT FLOOR PLAN - PLUMBING - DEMO

PD100.5N GROUND FLOOR PLAN - NORTH WING - PLUMBING - DEMO

PD101N FIRST FLOOR PLAN - NORTH WING - PLUMBING - DEMO

PD102N SECOND FLOOR PLAN - NORTH WING - PLUMBING - DEMO

PD103N ATTIC FLOOR PLAN - NORTH WING - PLUMBING - DEMO

PD104N ROOF PLAN - NORTH WING - PLUMBING - DEMO

P100 SUB BASEMENT FLOOR PLAN - PLUMBING

P100.5N GROUND FLOOR PLAN - NORTH WING - PLUMBING

P100.5S GROUND FLOOR PLAN - SOUTH WING - PLUMBING

P101N FIRST FLOOR PLAN - NORTH WING - PLUMBING

P102N SECOND FLOOR PLAN - NORTH WING - PLUMBING

P103N ATTIC FLOOR PLAN - NORTH WING - PLUMBING

P104N ROOF PLAN - NORTH WING - PLUMBING

P400 PLUMBING - ENLARGED PLANS

P500 PLUMBING DETAILS

P600 PLUMBING RISER DIAGRAM

P601 PLUMBING RISER DIAGRAM

NOTES: 1) SANITARY RISER UP IN WALL TO FIXTURE SHALL BE A MINIMUM OF 2". 2) BRANCH PIPINGTO VERTICAL RISE-DROP SHALL BE A MINIMUM OF 3/4" UNLESS NOTED OTHERWISE. 3) SIZES SHOWNARE MINIMUMS. SIZES SHOWN ON THE DRAWING THAT ARE LARGER THAN THE SIZES LISTED IN THESCHEDULE SHALL DICTATE THE ROUGH-IN SIZE.

PLUMBING FIXTURE ROUGH-IN SCHEDULE

FIXTUREDESCRIPTION

DOMESTICCW

(NOTE 3)

DOMESTICHW

(NOTE 3)SANITARY(NOTE 3)

VENT(NOTE 3) REMARKS

ELECTRIC WATERCOOLER

1/2" - 2" 1 1/2" NOTE 1 & 2

FLOOR DRAIN - - 3" 1 1/2" NOTE 1

FLOOR SINK - - 3" 1 1/2" NOTE 1

HOSE BIBB 3/4" - - - NOTE 2

LAVATORY 1/2" - 2" 1 1/2" NOTE 1 & 2

MOP BASIN 3/4" 3/4" 3" 1 1/2" NOTE 1 & 2

SINK 3/4" 3/4" 2" 1 1/2" NOTE 1 & 2

URINAL 1" - 2" 1 1/2" NOTE 1 & 2

WATER CLOSET 2" - 4" 2" NOTE 1 & 2

Project Number:

Drawn By:

Issue Date:

Sheet Number:

Sheet Title:

Project Title:

Professional Seal:

Project Team:

Se

co

nd

Flo

or

Re

no

vatio

ns a

nd

D

efe

rre

d M

ain

ten

an

ce



Office:


pf


MU

Pro

ject

#C

P1

51

70

1

12/6

/201

7 1

:14

:19

PM

C:\

Re

vit Lo

ca

l F

iles\

ME

PT

17

_0

01

502

90

.01

_M

U M

em

ori

al S

tud

en

t U

nio

n_C

en

tra

l_d

hru

v.m

. sh

ah

.rvt

16253

DHRSHA

PLUMBING COVER SHEET

P000

518

Hitt

Str

eet,

Co

lum

bia

, M

O

Mem

orial S

tud

en

t U

nio

n

11.16.17

319 N. 4th Street

St. Louis, MO 63102314-231-5700314-231-0816




StructuralEngineer

MPFP Engineer

ElectricalEngineer

Suite 1000

LG

A2.5

PLUMBING FIXTURE SCHEDULETAG NAME DESCRIPTION MANF. & MODEL

UR-1 URINAL - NON- ACCESSIBLE, WALL MOUNTED, WHITEVITREOUS CHINA, FLUSH VALVE TYPE, SIPHON JET, LOWCONSUMPTION, EXTENDED FRONT, 3/4" TOP SPUD, 2"OUTLET.

FLUSH VALVE - EXPOSED, SENSOR OPERATION, BATTERYPOWERED, 0.50 GALLONS PER FLUSH, 11-1/2" ROUGH-IN,CHROME-PLATED, 3/4" I.P.S. SCREWDRIVER STOP-CHECKVALVE WITH VANDAL RESISTANT CAP, HIGH BACKPRESSURE VACUUM BREAKER, NON-HOLD-OPENHANDLE, ADJUSTABLE TAILPIECE, SPUD COUPLING ANDFLANGE, WALL FLANGE WITH SET SCREW, MANUALOVER-RIDE, LOW BATTERY INDICATOR LIGHT, RANGEADJUSTMENT SCREW, CHLORAMINE RESISTANTMATERIALS, 3-YEAR WARRANTY.

CONTRACTOR OPTION: COMBINATION URINAL/FLUSHVALVE PACKAGED SYSTEM BY AMERICAN STANDARD,KOHLER, SLOAN, OR ZURN

ACCESSORIES - SUPPORT CARRIER WITH TOP ANDBOTTOM BEARING PLATES.

MOUNT WITH CARRIER BOLTED SECURELY TO FLOOR.TOP OF BOWL RIM SHALL BE AT 17" (MAXIMUM) ABOVEFLOOR IN COMPLIANCE WITH LATEST ADA STANDARDS.VERIFY EQUIPMENT REQUIREMENTS AND ROUGH-INLOCATIONS.

URINAL - AMERICAN STANDARD(6590.505), KOHLERFLUSH VALVE - ZURN (ZER6003AV),SLOAN

UR-2 URINAL - ACCESSIBLE, WALL MOUNTED, WHITE VITREOUSCHINA, FLUSH VALVE TYPE, SIPHON JET, LOWCONSUMPTION, EXTENDED FRONT, 3/4" TOP SPUD, 2"OUTLET.

FLUSH VALVE - EXPOSED, SENSOR OPERATION, BATTERYPOWERED, 0.50 GALLONS PER FLUSH, 11-1/2" ROUGH-IN,CHROME-PLATED, 3/4" I.P.S. SCREWDRIVER STOP-CHECKVALVE WITH VANDAL RESISTANT CAP, HIGH BACKPRESSURE VACUUM BREAKER, NON-HOLD-OPENHANDLE, ADJUSTABLE TAILPIECE, SPUD COUPLING ANDFLANGE, WALL FLANGE WITH SET SCREW, MANUALOVER-RIDE, LOW BATTERY INDICATOR LIGHT, RANGEADJUSTMENT SCREW, CHLORAMINE RESISTANTMATERIALS, 3-YEAR WARRANTY.

CONTRACTOR OPTION: COMBINATION URINAL/FLUSHVALVE PACKAGED SYSTEM BY AMERICAN STANDARD,KOHLER, SLOAN, OR ZURN

ACCESSORIES - SUPPORT CARRIER WITH TOP ANDBOTTOM BEARING PLATES.

MOUNT WITH CARRIER BOLTED SECURELY TO FLOOR.TOP OF BOWL RIM SHALL BE AT 17" (MAXIMUM) ABOVEFLOOR IN COMPLIANCE WITH LATEST ADA STANDARDS.VERIFY EQUIPMENT REQUIREMENTS AND ROUGH-INLOCATIONS.

URINAL - AMERICAN STANDARD(6590.505), KOHLERFLUSH VALVE - ZURN (ZER6003AV),SLOAN

WC-1 WATER CLOSET - NON-ACCESSIBLE, WALL MOUNTED,FLUSH VALVE TYPE, WHITE VITREOUS CHINA, SIPHONJET, WATER SAVING, ELONGATED BOWL, 1-1/2" TOP SPUD.

FLUSH VALVE - EXPOSED, SENSOR OPERATION, BATTERYPOWERED, 1.6 GALLONS PER FLUSH, 11-1/2" ROUGH-IN,CHROME PLATED, 1" I.P.S. SCREWDRIVER STOP-CHECKVALVE WITH VANDAL RESISTANT CAP, HIGH BACKPRESSURE VACUUM BREAKER, ADJUSTABLE TAILPIECE,SPUD COUPLING AND FLANGE, WALL FLANGE WITH SETSCREW, MECHANICAL OVER-RIDE BUTTON, CHLORAMINERESISTANT MATERIALS, ADA COMPLIANT, 3 YEARWARRANTY.

SEAT - WHITE, EXTRA HEAVY, OPEN FRONT, INJECTIONMOLDED SOLID ANTI-MICROBIAL PLASTIC, CHECK HINGE,STAINLESS STEEL OR PLATED STEEL POSTS AND NUTS.

CONTRACTOR OPTION: COMBINATION WATERCLOSET/FLUSH VALVE PACKAGED SYSTEM BY AMERICANSTANDARD, KOHLER, SLOAN, OR ZURN

ACCESSORIES - WATER CLOSET SUPPORT CARRIERRATED FOR 500 LBS.

MOUNT WATER CLOSET WITH CARRIER BOLTEDSECURELY TO FLOOR. TOP OF SEAT SHALL BE AT 17"-19"ABOVE FINISHED FLOOR (VERIFY EXACT MOUNTINGHEIGHT WITH MANUFACTURER). VERIFY EQUIPMENTREQUIREMENTS AND ROUGH-IN LOCATIONS.

WATER CLOSET - AMERICANSTANDARD, KOHLER (K-4325),

FLUSH VALVE - ZURN (ZR6000AV),SLOAN

WC-2 WATER CLOSET - ACCESSIBLE, WALL MOUNTED, FLUSHVALVE TYPE, WHITE VITREOUS CHINA, SIPHON JET,WATER SAVING, ELONGATED BOWL, 1-1/2" TOP SPUD.

FLUSH VALVE - EXPOSED, SENSOR OPERATION, BATTERYPOWERED, 1.6 GALLONS PER FLUSH, 11-1/2" ROUGH-IN,CHROME PLATED, 1" I.P.S. SCREWDRIVER STOP-CHECKVALVE WITH VANDAL RESISTANT CAP, HIGH BACKPRESSURE VACUUM BREAKER, ADJUSTABLE TAILPIECE,SPUD COUPLING AND FLANGE, WALL FLANGE WITH SETSCREW, MECHANICAL OVER-RIDE BUTTON, CHLORAMINERESISTANT MATERIALS, ADA COMPLIANT, 3 YEARWARRANTY.

SEAT - WHITE, EXTRA HEAVY, OPEN FRONT, INJECTIONMOLDED SOLID ANTI-MICROBIAL PLASTIC, CHECK HINGE,STAINLESS STEEL OR PLATED STEEL POSTS AND NUTS.

CONTRACTOR OPTION: COMBINATION WATERCLOSET/FLUSH VALVE PACKAGED SYSTEM BY AMERICANSTANDARD, KOHLER, SLOAN, OR ZURN

ACCESSORIES - WATER CLOSET SUPPORT CARRIERRATED FOR 500 LBS.

MOUNT WATER CLOSET WITH CARRIER BOLTEDSECURELY TO FLOOR. TOP OF SEAT SHALL BE AT 17"-19"ABOVE FINISHED FLOOR (VERIFY EXACT MOUNTINGHEIGHT WITH MANUFACTURER). VERIFY EQUIPMENTREQUIREMENTS AND ROUGH-IN LOCATIONS.

WATER CLOSET - AMERICANSTANDARD, KOHLER (K-4325),

FLUSH VALVE - ZURN (ZR6000AV),SLOAN

WCO-1 WALL CLEANOUT - END CAP, CAST IRON ACCESS BODY,GAS AND WATERTIGHT BRONZE OR BRASS THREADEDPLUG, ROUND STAINLESS STEEL ACCESS COVER,EXTENDED MACHINE SCREW.

ZURN (Z-1441), SMITH, WADE, JOSAM,WATTS

WHA-1 WATER HAMMER ARRESTER - BELLOWS TYPE,PRE-CHARGED, ALL LEAD FREE STAINLESS STEELCONSTRUCTION, ASSE 1010 APPROVED, PDI CERTIFIED,RATED FOR 1-11 FIXTURE UNITS.

INSTALL PER MANUFACTURER'S RECOMMENDATIONS.

ZURN (Z1700), JR SMITH, WADE, JOSAM,WATTS, MIFAB

WHA-2 WATER HAMMER ARRESTER - BELLOWS TYPE,PRE-CHARGED, ALL LEAD FREE STAINLESS STEELCONSTRUCTION, ASSE 1010 APPROVED, PDI CERTIFIED,RATED FOR 12-32 & 33-60 FIXTURE UNITS.

INSTALL PER MANUFACTURER'S RECOMMENDATIONS.

ZURN (Z1700), JR SMITH, WADE, JOSAM,WATTS, MIFAB


RD-1 ROOF DRAIN - CAST IRON BODY, SECURED CASTIRON DOME, 15" ROUND, BOTTOM OUTLET, FLASHINGCLAMP, GRAVEL STOP, UNDERDECK CLAMP, BEARINGPAN, ADJUSTABLE EXTENSION TO MATCH INSULATIONTHICKNESS, OUTLET SIZE AS LISTED ON DRAWINGS.

ZURN (Z-100), SMITH, WADE, JOSAM,WATTS, MIFAB, SUN

RD-E

RDO-1 ROOF DRAIN OUTLET - LAMBS TONGUE DOWNSPOUTNOZZLE, BRONZE BODY, INTEGRAL ANCHORING FLANGE,REMOVABLE STAINLESS STEEL SCREEN, OUTLET SIZEAS LISTED ON DRAWINGS.

ZURN (Z-199)

SI-1 SOLIDS INTERCEPTOR - HIGH DENSITY POLYETHYLENEOR ACID RESISTANT COATED STEEL BODY, FLOORMOUNTED INSTALLATION, REMOVABLE STAINLESS STEELSEDIMENT BASKET WITH COARSE FILTER, GASKETEDCOVER, 2" SIDE INLET AND OUTLET.

MINIMUM CAPACITY 15 GALLONS

MAINTAIN REQUIRED CLEARANCE ABOVE INTERCEPTORFOR REMOVAL OF SEDIMENT BUCKET. PROVIDE COVERAND BASKET HANDLE EXTENSIONS AS REQUIRED FORIN-FLOOR INSTALLATIONS.

STRIEM (PS-15-S)

SK-1 SINK - SELF-RIMMING SINGLE COMPARTMENT WITHFAUCET DECK AND OVERFLOW, 18 GAUGE TYPE304STAINLESS STEEL, 19" SIDE-TO-SIDE x 18"FRONT-TO-BACK OVERALL SIZE, 16" x 11.5" x 6.5" DEEPBOWL, COMPLETELY UNDERCOATED, 3-1/2" DIAMETERDRAIN OUTLET LOCATION CENTERED IN BOWL,PERFORATED TYPE 304 STAINLESS STEEL GRIDSTRAINER. REMOVABLE TYPE 304 STAINLESS STEELBASKET STRAINER WITH NEOPRENE STOPPER.

SINK TRIM - SINGLE HANDLE MIXING FAUCET, BRASSCONSTRUCTION, CHROME-PLATED FINISH, NOMINAL 10"HIGH-RISE SWING SPOUT, CERAMIC CARTRIDGE,NOMINAL 9" REACH, PULL DOWN SPRAY HOSE WITHAERATOR STREAM / SPRAY SELECTOR, LEVER HANDLE.

MAXIMUM FLOW TO BE 2.2 GPM IN COMPLIANCE WITHENERGY POLICY ACT OF 2005 AND ASME/ANSI STANDARDA112.18.1M.FAUCET SHALL COMPLY WITH FEDERAL ACTS.3874. PROVIDE RESTRICTIVE DEVICE ANDESCUTCHEON PLATE AS REQUIRED.

ACCESSORIES - 1-1/2" 17 GAUGE CHROME-PLATED BRASSTAILPIECE AND P-TRAP, QUARTER-TURN BALL VALVETYPE 3/8" CHROME-PLATED BRASS ANGLE SUPPLIESWITH STOPS, CHROME-PLATED SOFT COPPER SUPPLYLINES.

INSULATION KIT - PRE-MANUFACTURED FOR P-TRAP,STOP VALVES, AND SUPPLY LINES.

SINK - ELKAY (LRADQ191855), JUST,FRANKE

SINK TRIM - AMERICAN STANDARD(4285.300), ZURN, SLOAN

INSULATION KIT - MCGUIRE (PROWRAP),JUST, PLUMBEREX, TRUEBRO

SP-1 SUMP PUMP - SIMPLEX SUBMERSIBLE, SINGLE-STAGE,SINGLE SEAL, CENTRIFUGAL, END-SUCTION PUMP,STAINLESS STEEL FASTENERS, GUARDS AND HANDLES,UL LISTED.

CASING - CAST IRON, INTEGRAL SUPPORT FEET, MINIMUM2" VERTICAL DISCHARGE. IMPELLER: CAST IRONSTATICALLY AND DYNAMICALLY BALANCED, SEMIOPENNONCLOG DESIGN, KEYED AND SECURED TO SHAFT,PASSES 3/4" SOLIDS MINIMUM. SHAFT - STEEL ORSTAINLESS STEEL WITH FACTORY SEALED,GREASE-LUBRICATED SLEEVE OR BALL BEARINGS,CARBON AND CERAMIC SEAL. MOTOR - 3450 RPM, OIL ORAIR-FILLED, HERMETICALLY SEALED WITH AUTO THERMALOVERLOAD PROTECTION, THREE CONDUCTORWATERPROOF POWER CABLE OF SUFFICIENT LENGTHWITH GROUNDING PLUG.

CAPACITY: 50 GPM, 25 FEET OF HEAD.

ELECTRICAL REQUIREMENTS - 1/2 HP, 120V, 1 PHASE.

FLOATS SHALL BE STAINLESS STEEL.

CONTROLS - INTEGRAL FLOAT SWITCH OR PIGGY-BACKFLOAT/DIAPHRAM SWITCH.

BASIN - 36" DIAMETER x 24" DEEP FORMED CONCRETEPIT BY OTHERS. PROVIDE CONTROL PANEL WITH HIGHWATER AND OIL PRESENT ALARM. REFER TO DRAWINGSFOR LOCATION.

PUMP - ZOELLER (160 SERIES), GOULDS


















BFP-1 BACK FLOW PREVENTER - REDUCED PRESSURE ZONE,LEAD FREE BRONZE OR STAINLESS STEELCONSTRUCTION, SIZE SAME AS PIPE, NON-CORROSIVEINTERNAL PARTS, STAINLESS STEEL SPRINGS,DIFFERENTIAL PRESSURE RELIEF VALVE BETWEENSPRING-LOADED CHECK VALVES, SHUT-OFF VALVES ONINLET AND OUTLET OF UNIT, BALL STYLE SHUTOFFVALVES FOR 3/4"-2" AND GATE STYLE VALVES FOR 21/2"-10", AIR GAP DRAIN FITTING, TEST PORTS WITHSHUT-OFF VALVES, RATED FOR 175 PSI AT 33°F TO 140°F,15 PSI (MAXIMUM) PRESSURE DROP AT 10 FPS, FACTORYTESTED, ALL PARTS TO BE SERVICEABLE WITHOUTREMOVING UNIT FROM LINE, APPROVED BY USC FCCC &HR, AWWA C511-92, ASSE 1013, IAPMO AND SBCCI LISTED.

MOUNT WITHIN 60" OF FINISHED FLOOR. PROVIDE ANDINSTALL BRONZE OR EPOXY COATED STRAINERUPSTREAM OF EACH UNIT AND ADDITIONAL VALVEUPSTREAM OF EACH STRAINER. FLOW PRESSURE DROPCURVES SHALL BE SUBMITTED.

WATTS (LF919), WILKINS, ZURN

EWC-1 ELECTRIC WATER COOLER - WALL HUNG, RECESSEDCHILLER, TWO STAINLESS STEEL ROUND BASIN WITHSTAINLESS STEEL FINISH, PERFORATED DRAIN, STREAMPROJECTOR WITH PROTECTIVE HOOD, PUSH BAR ORLEVER OPERATING CONTROLS ON FRONT AND SIDES,BUILT-IN FLOW REGULATOR, PLASTIC P-TRAP ASSEMBLY,ADJUSTABLE THERMOSTAT, MOUNTING ACCESSORIES,TANK DRAIN AND ANGLE STOPS, HERMETICCOMPRESSOR TO OPERATE ON HFC-134a REFRIGERANT.COMPLIANT TO LATEST ANSI A117.1 AND ADA STANDARDS.

BOTTLE FILLING STATION - UNIT MOUNTED, STAINLESSSTEEL CONSTRUCTION AND FINISH, INTEGRAL DRAIN,SENSOR OPERATED WITH AUTOMATIC SHUTOFF, BOTTLECOUNTER, FILTER REPLACEMENT INDICATOR.

UNIT SHALL PROVIDE 8.0 GPH OF WATER FROM 80°F TO50°F AT 90°F AMBIENT. WATER SYSTEM SHALL BE OFLEAD FREE CONSTRUCTION. TANK SHALL BE TESTED TO125 PSIG.

ORIFICE SHALL BE AT 36" (MAXIMUM) ABOVE FINISHEDFLOOR. BOTTOM OF APRON SHALL BE AT 27" ABOVEFINISHED FLOOR IN COMPLIANCE WITH LATEST ADASTANDARDS.

ELECTRICAL REQUIREMENTS - 115V-1 PHASE, CORD ANDPLUG, 1/5 HP MOTOR

ELKAY (EZWS-EDFPBM117K)

FD-1 FLOOR DRAIN - CAST IRON BODY, NICKEL BRONZEADJUSTABLE TOP, 6" ROUND, 3" BOTTOM OUTLET,FLASHING COLLAR,SURFACE MEMBRANE CLAMP, DEEPSEAL TRAP.

TRAP SEAL - 3", PLASTIC HOUSING WITH FLEXIBLEDIAPHRAGM, SEALING GASKETS, RECLOSES AND SEALSWHEN DISCHARGE IS COMPLETED, ASSE 1072.

FLOOR DRAIN - ZURN (Z-415B), SMITH,WADE, JOSAM, WATTS, MIFAB, SUN

TRAP SEAL - SURE SEAL (SS), PROVENT,SMITH , LIQUID BREAKER

FS-1 FLOOR SINK - CAST IRON BODY, NICKEL BRONZE RIM ANDGRATE, 12" SQUARE, 3" BOTTOM OUTLET, 6" DEEPRECEPTOR WITH ALUMINUM DOME STRAINER, ACIDRESISTANT COATED INTERIOR, SEEPAGE FLANGE WITHCLAMP, DEEP SEAL TRAP.

ZURN (Z1901), SMITH, WADE, JOSAM,WATTS, SIOUX CHIEF, SUN

GI-1 GREASE INTERCEPTOR - RECESSED, POLYETHYLENE,FIBERGLASS REINFORCED POLYESTER, OR EPOXYCOATED STEEL CONSTRUCTION, REMOVABLE ORCLEANABLE INTAKE AND DISCHARGE BAFFLES, INTERNALFLOW CONTROL FITTING IF NECESSARY FOR OPERATION,GASKETED COVER, PDI G101COMPLIANT, PDI APPROVED AND LISTED FOR USE, 30YEAR WARRANTY.

PROVIDE RISERS FOR EXTENDING COVER TO GRADE.PROVIDE TWO-WAY CLEANOUTS UPSTREAM ANDDOWNSTREAM OF GREASE INTERCEPTOR.

100 GPM FLOW, 1,076 LB. GREASE CAPACITY, 275GALLONS HOLDING CAPACITY, 4" PIPE INLET ANDOUTLET.

SCHIER (GB-250)

HB-1 HOSE BIBB - FOR INDOOR USE, BRASS CONSTRUCTION,STANDARD FINISH, ASSE APPROVED VACUUM BREAKER,3/4" MALE HOSE THREAD, METAL WHEEL HANDLE.

MOUNT AT 18" ABOVE FINISHED FLOOR.

PRIER, WOODFORD, CHICAGO FAUCET,ACORN, T&S BRASS, MIFAB

L-1 LAVATORY - UNDER COUNTER MOUNTED, OVAL,SELF-RIMMING, WHITE VITREOUS CHINA, 19"x16", SINGLEFAUCET HOLE, FRONT OVERFLOW

LAVATORY TRIM - SENSOR ACTIVATED NON-MIXINGFAUCET, BATTERY POWERED, BRASS CONSTRUCTION,CHROME-PLATED FINISH, SPOUT WITH AERATOR, SINGLEHOLE INSTALLATION, INTEGRAL CHECK VALVES,PERFORATED GRID STRAINER WITH 1-1/4" 17 GAUGETAILPIECE, EXTERNAL ADJUSTABLE TEMPERATURE,FAUCET MOUNTED CONTROLS AND BATTERIES.

MAXIMUM FLOW TO BE 0.5 GPM IN COMPLIANCE WITHENERGY POLICY ACT OF 2005 AND ASME/ANSI STANDARDA112.18.1M. FAUCET SHALL COMPLY WITH FEDERAL ACTS.3874. PROVIDE RESTRICTIVE DEVICE ANDESCUTCHEON PLATE AS REQUIRED.

INSULATION KIT - PRE-MANUFACTURED FOR P-TRAP,STOP VALVES, AND SUPPLY LINES.

ACCESSORIES - QUARTER-TURN 3/8" CHROME PLATEDHEAVY BRASS ANGLE SUPPLY LOOSE KEY STOPS,CHROME PLATED SOFT COPPER SUPPLY LINES, 1-1/4" 20GAUGE CAST BRASS P-TRAP.

LAVATORY -AMERICAN STANDARD, KOHLER,SLOAN, TOTO, ZURN (Z5220)

LAVATORY TRIM - SLOAN, ZURN(Z6950)

INSULATION KIT - TRUEBRO(LAV-GUARD), BROCAR PRODUCTS,MCGUIRE, PLUMBEREX

MB-1 MOP BASIN - PRECAST TERRAZZO, 24"x24"x10",STAINLESS STEEL INTEGRAL DRAIN WITH REMOVABLESTRAINER, 3" OUTLET, CONTINUOUS STAINLESS STEELCAP ON ALL EDGES.

TRIM - EXPOSED TWO HANDLE MIXING FAUCET, BRASSCONSTRUCTION, CHROME-PLATED FINISH, SINGLE WINGHANDLES, 1/4 TURN CERAMIC DISC CARTRIDGE, 3/4"HOSE THREAD SPOUT WITH INTEGRAL VACUUMBREAKER, WALL BRACE, PAIL HOOK, CHECK STOPS ORINLINE CHECK VALVES TO PREVENT THERMALCROSSOVER. FAUCET SHALL COMPLY WITH FEDERALACT S.3874.

ACCESSORIES - MOP HANGER, HOSE AND HOSEBRACKET, DEEP SEAL TRAP

MOP BASIN - FIAT, ACORN, CREATIVEINDUSTRIES, WILLIAMS, ZURN(Z1996-24)

TRIM - DELTA , AMERICAN STANDARD(8344.012), CHICAGO FAUCETS, MOEN,SPEAKMAN, SYMMONS, ZURN

OD-1 OVERFLOW DRAIN - CAST IRON BODY, SECURED CASTIRON DOME, 15" ROUND, BOTTOM OUTLET, FLASHINGCLAMP, GRAVEL STOP, UNDERDECK CLAMP, BEARINGPAN, ADJUSTABLE EXTENSION TO MATCH INSULATIONTHICKNESS, 2" TALL EXTERNAL WATER DAM,OUTLET SIZEAS LISTED ON DRAWINGS.

ZURN (Z-100), SMITH, WADE, JOSAM,WATTS, MIFAB, SUN


0 1 2 3


PROJECT #


00150290.01


1 ADDENDUM 1 11/27/2017

2 ADDENDUM 2 12/14/2017

2

A B C D E F G H J K

1

2

3

4

5

6

7

8

9

10

11

10.5

3" SV DN

4" ST UP

3" SV DN 4" SV DN 3" SV DN

4" SV DN

4" ST DN

3" SV DN

4" SV DN

4" VTR4" SV DN

4" SV3" SV

4" SV

3" ST DN

3" RD UP

3" SV4" SV

3" SV

3" SV4" SV

3" SV

3" SV

4" SV

4" SV DN

3" SV DN

3" VTR 4" VTR

3" VTR

3" VTR

4" VTR

3" VTR

4" VTR

RD-E

RD-E

RD-E

RD-E

RD-E

RD-E

RD-E

RD-E

DEMOLISH ALL PLUMBING PIPING, ACCESSORIES, HANGERS, ETC. INSIDE THIS BOUNDARY.

REFER TO MEMORIAL UNION ORIGINAL CONSTRUCTION DOCUMENTS PROVIDED BY UNIVERSITY OF MISSOURI AS A REFERENCE FOR DEMOLITION OF EXISTING CONDITIONS.

3" VTR

3/4" HW DN

3/4" CW DN

RD-E

RD-E

3" SV UP & DN

4" ST UP

4" VTR

2

2

1

4" ST DN

RD-E

2

2

2

2

22

Project Number:

Drawn By:

Issue Date:

Sheet Number:

Sheet Title:

Project Title:

Professional Seal:

Project Team:

Se

co

nd

Flo

or

Re

no

vatio

ns a

nd

D

efe

rre

d M

ain

ten

an

ce



Office:


pf


MU

Pro

ject

#C

P1

51

70

1

12/6

/201

7 1

:14

:39

PM

C:\

Re

vit Lo

ca

l F

iles\

ME

PT

17

_0

01

502

90

.01

_M

U M

em

ori

al S

tud

en

t U

nio

n_C

en

tra

l_d

hru

v.m

. sh

ah

.rvt

16253

DHRSHA

ATTIC FLOOR PLAN - NORTHWING - PLUMBING - DEMO

PD103N

518

Hitt

Str

eet,

Co

lum

bia

, M

O

Mem

orial S

tud

en

t U

nio

n

11.16.17

319 N. 4th Street

St. Louis, MO 63102314-231-5700314-231-0816




StructuralEngineer

MPFP Engineer

ElectricalEngineer

Suite 1000

LG

A2.5

NO R

HT

1/8" = 1'-0"1ATTIC FLOOR PLAN - NORTH WING - PLUMBING - DEMO


0 1 2 3


PROJECT #


00150290.01

PHASING KEYNOTES:

1. WORK FOR ATTIC WILL BE PART OF SCHEDULING REQUIREMENT SR-6. REFER TO ARCHITECTURAL PLANS FOR MORE DETAILS.

2. WORK FOR ROOF AND DEMOLITION OF PENTHOUSE WILL BE PART OF SCHEDULING REQUIREMENT SR-8. REFER TO ARCHITECTURAL PLANS FOR MORE DETAILS.

#


2 ADDENDUM 2 12/14/2017

DN

A B C D E F G H J K

1

2

3

4

5

6

7

8

9

10

11

N103B

StotlerLounge

N106ALounge

N107Men

N108Women

N106Seating Area

N123Starbucks

N126Seating Area

28Kitchen

N112Storage

LN101Lobby

VN100Vestibule

N114AFreezer

N117BStor

N117AOffice

VN120Vest.

N121Storage

N122Food Serv.

SN100EStairs

N106Seating Area

VN105Vest.

SN100BSTAIRS

N129AElec. Mech.

10.5

12

N116Office

SN100CSTAIRS

N111JAN.

N103

StotlerLounge

N103A

StotlerLounge

3" SV DN

2" SV DN

1/2" CW DN TO

ICE MACHINE

2" SV DN

1 1/2" SV UP1/2" HW DN

1/2" CW DN1 1/2" SV UP1/2" HW DN

1/2" CW DN

1 1/2" SV

DN

3" SV DN

4" ST DN

3" SV DN

3" SV UP

4" ST DN

CONNECT WITH EXISTING 3" SV COMING FROM FLOOR BELOW

4" ST UP

4" ST DN

6" ST CONNECT WITH EXISTING STORM PIPE ABOVE THE CEILING.

3" SV UP

6" ST DN

4" SW DN

3" SV CONNECT WITH EXISTING VENT

4"ST

3"SV

4"S

T

1/2"CW

1/2"CW

2"S

V

2"SV

1/2"HW1 1/2"SV

1/2"CW

1/2"HW3/4" HWR

1/2"CW

1/2"HW

1 1/2"SV

2"SV

1/2" CW DN

1/2" HW DN

1/2" HW / CW UP

FROM BELOW

TO WB-E

1/2" HW / CW DN

3" CW UP

CONNECT NEW 2'' CW PIPE TO EXISTING CW PIPE

3" CW DN

1'' HWR DN 4"S

W

CO

2" SW UP

2" SW UP

FD

WC

4"SW

3"SW 1 1/2" SV UP

CO

4"SW

4" SW UP

FD

4"SW

2" SW UP

CO

1 1/2" SV UP

4" SW UP

4"SW

FD

MB1 1/2" SV UP

3"SW

FD

1 1/2" SV UP

3"SWCO

3"S

W

4"SW

CO

SK 2"SW

4"SW

3" SV DN

6" ST UP

3" SV UP

3" SV UP

PROVIDE NEW CAP

3" SV UP

2'' HW DN

2"SV

4" SV UP

3"CW 3"CW

4"S

T

CO

4" ST UP 4"ST

FD

CO

3"SW

1 1/2" SV UP

3"SV

2'' HW UP

1'' HWR UP

4" ST CONNECT WITH EXISTING STORM PIPE

COCO

4" ST UP

SI-1

3"SW

1 1/2" SV UP

3" SW UP

MANHOLE FOR GREASE INTERCEPTOR

CO

4" ST UP

2" SW UP 4"SW

3"SW 3"SW

6" ST UP & DN

4" SW UP

2" GSAN

3" GSAN DN

PROVIDE NEW CONNECTION TO DISCHARGE OF EXISTING 3 COMPARTMENT SINK.

EXISTING 3

COMPARTMENT

SINK

PROVIDE NEW CAP

1

1

2

2

3

2

Project Number:

Drawn By:

Issue Date:

Sheet Number:

Sheet Title:

Project Title:

Professional Seal:

Project Team:

Se

co

nd

Flo

or

Re

no

vatio

ns a

nd

D

efe

rre

d M

ain

ten

an

ce



Office:


pf


MU

Pro

ject

#C

P1

51

70

1

12/6

/201

7 1

:14

:25

PM

C:\

Re

vit Lo

ca

l F

iles\

ME

PT

17

_0

01

502

90

.01

_M

U M

em

ori

al S

tud

en

t U

nio

n_C

en

tra

l_d

hru

v.m

. sh

ah

.rvt

16253

DHRSHA

FIRST FLOOR PLAN - NORTHWING - PLUMBING

P101N

518

Hitt

Str

eet,

Co

lum

bia

, M

O

Mem

orial S

tud

en

t U

nio

n

11.16.17

319 N. 4th Street

St. Louis, MO 63102314-231-5700314-231-0816




StructuralEngineer

MPFP Engineer

ElectricalEngineer

Suite 1000

LG

A2.5

NO R

HT

1/8" = 1'-0"1FIRST FLOOR PLAN - NORTH WING - PLUMBING


0 1 2 3


PROJECT #


00150290.01

GENERAL SHEET NOTES:

1. REFER TO P000 FOR GENERAL INFORMATION.

GENERAL PHASING NOTES:

1. DURING CONSTRUCTION OF FIRST/SECOND FLOOR, PLUMBING CONTRACTOR TO MAKE SURE ALL FIRST FLOOR PLUMBING WORK STAY IN OPERATION. 2. VENT AND SANITARY STORM PIPING NEED TO BE CONNECTED ON SECOND FLOOR TO ROOF IN ORDER FOR FIRST FLOOR PLUMBING SYSTEM TO WORK DURING CONSTRUCTION. CONTRACTOR TO PROVIDE TEMPORARY CONNECTION ON SECOND FLOOR TO KEEP VENT AND STORM PIPE IN OPERATION AS REQUIRED.

PHASING KEYNOTES:

1. WORK FOR STARBUCKS AND WHEATSTONE BISTRO WILL BE PART OF SCHEDULING REQUIREMENT SR-3. REFER TO ARCHITECTURAL PLANS FOR MORE DETAILS.

2. WORK FOR STOTLER LOUNGE AND RESTROOMS & COORIDOR WILL BE PART OF SCHEDULING REQUIREMENT SR-4. REFER TO ARCHITECTURAL PLANS FOR MORE DETAILS.

3. WORK FOR OTHER AREAS OF FIRST FLOOR WILL BE PART OF SCHEDULING REQUIREMENT SR-5. REFER TO ARCHITECTURAL PLANS FOR MORE DETAILS.

#


2 ADDENDUM 2 12/14/2017

A B C D E F G H J K

1

2

3

4

5

6

7

8

9

10

11

N303Mechanical

10.5

N304Attic Storage

SN300EStairs

N302AElev Lobby

N302BElev. Eq.

FS-1 FS-1 FS-1

3" V

4" V

3" ST DN

3" ST UP

4" SV UP

BFP-1

HB-1

3/4" CW DN

3/4'' FOR HEATING WATER MAKEUP.REFER TO MECHANICAL HEATING DRAWINGS FOR ADDITIONAL INFORMATION.

2"SV

1 1/2" SV DN

FS-1

3/4"CW

3/4"CW4" ST UP

4" ST DN

RD-E

6"(1173)RD-E

4"(1190)

RD-E

3"(369)

RD-E

3"(790)

RD-16"(2176)

1 1/2" SV DN

1 1/2" SV DN

1 1/2" SV DN

RD-14"(769)

RD-14"(1686)

RD-14"(1140) RD-1

4"(1279)

RD-14"(1164)

RD-14"(2045)

OD-16"(2045)

RD-14"(2154)

OD-16"(2154)

CO

4" ST UP

4" ST DN

4" SV UP & DN

4" V

3" ST(412)

4" ST(1120)

4" ST(970)

RD-16"(1808)

OD-16"(1808)

2

1

Existing pipe to remain

3" SV

3" SV

3" SV

2

2

2

2

22

Project Number:

Drawn By:

Issue Date:

Sheet Number:

Sheet Title:

Project Title:

Professional Seal:

Project Team:

Se

co

nd

Flo

or

Re

no

vatio

ns a

nd

D

efe

rre

d M

ain

ten

an

ce



Office:


pf


MU

Pro

ject

#C

P1

51

70

1

12/6

/201

7 1

:14

:29

PM

C:\

Re

vit Lo

ca

l F

iles\

ME

PT

17

_0

01

502

90

.01

_M

U M

em

ori

al S

tud

en

t U

nio

n_C

en

tra

l_d

hru

v.m

. sh

ah

.rvt

16253

DHRSHA

ATTIC FLOOR PLAN - NORTHWING - PLUMBING

P103N

518

Hitt

Str

eet,

Co

lum

bia

, M

O

Mem

orial S

tud

en

t U

nio

n

11.16.17

319 N. 4th Street

St. Louis, MO 63102314-231-5700314-231-0816




StructuralEngineer

MPFP Engineer

ElectricalEngineer

Suite 1000

LG

A2.5

NO R

HT

1/8" = 1'-0"1ATTIC FLOOR PLAN - NORTH WING - PLUMBING


0 1 2 3


PROJECT #


00150290.01



PHASING KEYNOTES:

1. WORK FOR ATTIC WILL BE PART OF SCHEDULING REQUIREMENT SR-6. REFER TO ARCHITECTURAL PLANS FOR MORE DETAILS.

2. WORK FOR ROOF WILL BE PART OF SCHEDULING REQUIREMENT SR-8. REFER TO ARCHITECTURAL PLANS FOR MORE DETAILS.

#


2 ADDENDUM 2 12/14/2017

D E F

5

6

7

N231AMen

N235Jan

N232AWomen

N234Elec/AV

N233Family

N234AI.T.

CN203Corridor

CN200Corridor

N230Clos.

N231Vest

N232Vest

WCO-1

2" SW DN

4" SW UNDER 2" SV.ROUTE VENT AT 5'-0"

4" SW DN

2" SV UP & 4" SW DN

2" SV UP & 4" SW DN

2" SV UP & 4" SW DN

1 1/2" SV DN

4" SW DN & 2" SV UP

1 1/2" SV DN

2" SW DN &1 1/2" SV UP

WCO-1

2" SW DN &1 1/2" SV UP2" SW DN

2" SW DN &1 1/2" SV UP

2" SW DN &1 1/2" SV UP

2" SW DN &1 1/2" SV UP

4" SW DN & 2" SV UP

1 1/2" SV DN

2" SW DN & 1 1/2" SV UP

2" SW DN & 1 1/2" SV UP

4" SW DN & 2" SV UP

1 1/2" SV DN

4" SW DN & 2" SV UP

2" SW DN &1 1/2" SV UP

3" SV DN

6" ST DN

4" ST DN

3" SV DN

3" SV DN

3" SV DN

3" SV DN

4" SW DN & 2" SV UP

2" SW DN & 1 1/2" SV UP

2"SV 3"SV

2"SV

4"SW

3"SV

3"SV 3"SV

1 1/2"SV

4"S

V 3

"SV

4"SV

3"S

V

1 1

/2"S

V

2" SW UNDER 1 1/2" SV. ROUTE VENT AT 5'-0".

4" SW UNDER 2" SV. ROUTE VENT AT 5'-0"

2" SW UNDER 1 1/2" SV. ROUTE VENT AT 5'-0"

2" SW UNDER 1 1/2" SV. ROUTE VENT AT 5'-0"

1 1/2" SV DN

REFER TO P102N SECOND FLOOR PLAN FOR CONTINUATION (TYP.)

4"S

T

4" ST DN

3" SW DN

3"S

W

1 1/2" SV DN

1 1/2"SV

3"SV

4" ST UP

6" STS UP

CO

4"S

T (

1,9

26

)

6"S

TS

(1

,926

)

2" SW DN

2"SV

1 1/2"SV

4" SW DN

WCO-1

4" ST (1926)

6"ST

4"ST

2

D E F

5

6

7

N231AMen

N235Jan

N232AWomen

N234Elec/AV

N233Family

N234AI.T.

CN203Corridor

N230Clos.

N231Vest

N232Vest

2 1/2"CW

1 1

/2"C

W

1 1/4"CW

2 1/2"CW

2 1/2"CW

2"CW

2"C

W

2 1/2"CW

1 1/2"CW

3/4"CW

1 1/4" CW DN

1 1/4" CW DN

1 1/4" CW DN

2" CW DN

3/4"CW

2" CW DN

2" CW DN

3/4" CW DN

2" CW DN 2" CW DN

2" CW DN

3" CW DN

REFER TO P102N SECOND FLOOR PLAN FOR CONTINUATION.(TYP.)

WHA-2

WHA-2

WHA-1

2"CW

3/4"HWR

3/4"HW

3/4" HW DN

2" CW DN

3"C

W 3

"CW

Project Number:

Drawn By:

Issue Date:

Sheet Number:

Sheet Title:

Project Title:

Professional Seal:

Project Team:

Se

co

nd

Flo

or

Re

no

vatio

ns a

nd

D

efe

rre

d M

ain

ten

an

ce



Office:


pf


MU

Pro

ject

#C

P1

51

70

1

12/6

/201

7 1

:14

:34

PM

C:\

Re

vit Lo

ca

l F

iles\

ME

PT

17

_0

01

502

90

.01

_M

U M

em

ori

al S

tud

en

t U

nio

n_C

en

tra

l_d

hru

v.m

. sh

ah

.rvt

16253

DHRSHA

PLUMBING - ENLARGEDPLANS

P400

518

Hitt

Str

eet,

Co

lum

bia

, M

O

Mem

orial S

tud

en

t U

nio

n

11.16.17

319 N. 4th Street

St. Louis, MO 63102314-231-5700314-231-0816




StructuralEngineer

MPFP Engineer

ElectricalEngineer

Suite 1000

LG

A2.5

1/4" = 1'-0"1ENLARGED PLAN SECOND FLOOR REST ROOMS - PLUMBING SAN/VENT

1/4" = 1'-0"2ENLARGED PLAN SECOND FLOOR REST ROOMS - PLUMBING DOMESTIC


0 1 2 3


PROJECT #


00150290.01




2 ADDENDUM 2 12/14/2017

86 sf

11 sf

77 sf

904 sf

101 sf

2752 sf

659 sf

A B C D E F G H J K

1

2

3

4

5

6

7

8

9

10

11

10.5

12

8"C

WS

8"CWS

8"C

WS

8"C

WR

8"CWS8"CWR

8"CWR

BUILDING CHILLED WATER PUMP

8"CWS

8"CWS8"CWR

6"CWS6"CWR

4"CWS4"CWR

REMOVE PORTION OF PIPE AS INDICATED AND PREPARE FOR NEW CONNECTION.

8" CWR UP & DN

8" CWS UP & DN

8" S(5) UP & DN

3" LPC UP & DN

4" S(5)

EXISTING 4"S(5)

FROM TUNNEL.

8" S(5)

10"

S(5

)

EXISTING 3" LPC

FROM TUNNEL.

EXISTING LPC FROM BUILDING.

2" LPC DN

2 1/2" LPC DN

3" LPC DN

2" LPC DN

EXISTING LPC FROM BUILDING.

2" LPC DN

8"C

WS

2 1/2"LPC

REMOVE EXISTING DUPLEX VACUUM CONDENSATE PUMP

CWS & CWR PIPING TO

SERVE GROUND FLOOR

AND SOUTH WING

CWS & CWR PIPING FROM UTILITY TUNNEL

3" S(5) UP

1 1/2" LPC UP

3/4" LPC UP

1 1/2" S(5) UP

3/4" LPC UP

1 1/2" S(5) UP

3/4" LPC UP

1 1/4" S(5) UP

1" LPC UP

2" S(5) UP

3/4" LPC UP

1 1/2" S(5) UP

3/4" LPC UP

1 1/2" S(5) UP

1 1/2" S(5) UP

1" LPC UP

2" S(5) UP

3/4" LPC UP 1 1/2" S(5) UP

3/4" LPC UP

1 1/2" S(5) UP

3/4" LPC UP

1 1/2" S(5) UP

3/4" LPC UP

2 1/2" S(5) UP

1 1/4" S(5) UP

2" S(5) UP

1" LPC UP

2" S(5) UP

1" LPC UP

3/4" LPC

UP

2

BUILDING CONTROL

VALVE

REMOVE PORTION OF PIPE AS INDICATED AND PREPARE FOR NEW CONNECTION


EXISTING LPC GOES TO TUNNEL

8" STEAM RELIEF VENT UP

EXISTING HEAT

EXCHANGER

1

8" CONDENSER WATER SUPPLY

8" CONDENSER WATER RETURN

8"CR 8"CS

ALTERNATE 6 : REMOVE EXISTING CONDENSER WATER SUPPLY AND RETURN PIPING.

EXISTING SERVICE

SINK

EXISTING CONTROL PANEL

FOR CHILLED WATER PUMP.

1 1/2" S(5) UP

3/4" LPC UP


3/4" S(5) UP

3/4" LPC UP

3/4" S(5) UP

3/4" LPC UP

3/4" S(5) UP3/4" LPC UP

3/4" S(5) UP

3/4" LPC UP

3/4" S(5) UP

3/4" LPC UP

3/4" S(5) UP

3/4" LPC UP

3/4" S(5) UP

3/4" LPC UP

3/4" LPC UP

2" S(5) UP

2

Project Number:

Drawn By:

Issue Date:

Sheet Number:

Sheet Title:

Project Title:

Professional Seal:

Project Team:

Se

co

nd

Flo

or

Re

no

vatio

ns a

nd

D

efe

rred

Main

ten

an

ce



Office:


pf


MU

Pro

ject

#C

P1

51

70

1

12/1

5/2

01

77

:40:1

5 P

MC

:\R

evi

t Lo

ca

l F

iles\

ME

PT

17

_0

01

50

29

0.0

1_M

U M

em

oria

l S

tud

en

t U

nio

n_C

en

tral_

mis

hra

as@

kjw

w.c

om

.rvt

16253

ASHMIS

SUB BASEMENT FLOOR PLAN- MECHANICAL PIPING - DEMO

MPD100

518

Hitt

Str

eet,

Co

lum

bia

, M

O

Mem

orial S

tud

en

t U

nio

n

11.16.17

319 N. 4th Street

St. Louis, MO 63102314-231-5700314-231-0816




StructuralEngineer

MPFP Engineer

ElectricalEngineer

Suite 1000

LG

A2.5

NO R

HT

1/8" = 1'-0"1SUB BASEMENT FLOOR PLAN - MECHANICAL PIPING - DEMO

GENERAL NOTES:

1. VACUUM CONDENSATE PUMP SHALL BE INSTALLED DURING SUMMER.

2. COORDINATE REMOVAL OF METASYS CONTROL WITH MU ENERGY MANAGEMENT.ENERGY MANAGEMENT WILL SALVAGE CONTROLS PRIOR TO DO DEMOLITION.


0 1 2 3


PROJECT #


00150290.01

PHASING KEYNOTES:

1. ALL RENOVATION WORK RELATED TO REPLACING CHILLED WATER PUMP AND CHILLED WATER PIPING SHALL HAPPEN DURING SR-1 PER THE ARCHITECTURAL SCOPE SEQUENCING PLANS, TO AVOID CHILLED WATER OUTAGE.

2. REPLACE VACUUM CONDENSATE PUMP (VCP-1) IN BETWEEN MAY TO AUGUST. CONTRACTOR SHOULD KEEP TIME BETWEEN DEMO OF EXISTING AND INSTALLATION OF NEW PUMP TO MINIMUM.

#


1 ADDENDUM 1 11/27/2017

2 ADDENDUM 2 12/14/2017

A B C D E F G H J K

1

2

3

4

5

6

7

8

9

10

11

10.5

12

RAD-E RAD-ERAD-ERAD-ERAD-E

RAD-E RAD-E RAD-E RAD-E RAD-E RAD-E RAD-E RAD-E RAD-E

RAD-E

RAD-E

RAD-E

RAD-E

RAD-E

RAD-E

RAD-E

RAD-E

RAD-E

RAD-E

RAD-E

RAD-E

3/4" LPC UP

1 1/2" S(5) UP

3/4" LPC UP

1 1/2" S(5) UP

3/4" LPC UP

1 1/4" S(5) UP

1" LPC UP

2" S(5) UP

3/4" LPC UP

1 1/2" S(5) UP

3/4" LPC UP

1 1/2" S(5) UP1" LPC UP

2" S(5) UP

3/4" LPC UP 1 1/2" S(5) UP3/4" LPC UP

1 1/2" S(5) UP 3/4" LPC UP

1 1/2" S(5) UP

3/4" LPC UP 2 1/2" S(5) UP

1 1/4" S(5) UP

1 1/4" S(5) UP

2" S(5) UP

1" LPC UP

2" S(5) UP

1 1/2" S(5) UP

3/4" LPC UP

8" CWR UP & DN

8" CWS UP & DN

2" S(5) UP

1" LPC UP

2" S(5) UP

1" LPC UP

2" S(5) UP

8" S(5) UP & DN

3" LPC UP & DN

3/4" LPC

UP

2" S(5) UP & DN

3" S(5) UP & DN

1 1/2" LPC

UP & DN

3/4" LPC UP 1 1/2" S(5) UP

3/4" LPC DN

1 1/2" S(5) DN

8" STEAM RELIEF

VENT DN

8" STEAM RELIEF

VENT UP

1

1

1

1

1

1

1

1111

1

1

1

1

1

1

1

3/4" S(5) UP & DN

3/4" LPC UP & DN

3/4" S(5) UP & DN

3/4" S(5) UP & DN

3/4" LPC UP & DN

3/4" S(5) UP & DN

3/4" LPC UP & DN

3/4" S(5) UP & DN

3/4" LPC UP & DN

3/4" S(5) UP & DN

3/4" LPC UP & DN

3/4" S(5) UP & DN3/4" LPC UP & DN 3/4" S(5) UP & DN

3/4" LPC UP & DN

2

111

1

1

Project Number:

Drawn By:

Issue Date:

Sheet Number:

Sheet Title:

Project Title:

Professional Seal:

Project Team:

Se

co

nd

Flo

or

Re

no

vatio

ns a

nd

D

efe

rred

Main

ten

an

ce



Office:


pf


MU

Pro

ject

#C

P1

51

70

1

12/1

5/2

01

77

:40:1

7 P

MC

:\R

evi

t Lo

ca

l F

iles\

ME

PT

17

_0

01

50

29

0.0

1_M

U M

em

oria

l S

tud

en

t U

nio

n_C

en

tral_

mis

hra

as@

kjw

w.c

om

.rvt

16253

Author

GROUND FLOOR PLAN -NORTH WING - PIPING - DEMO

MPD100.5N

518

Hitt

Str

eet,

Co

lum

bia

, M

O

Mem

orial S

tud

en

t U

nio

n

11.16.17

319 N. 4th Street

St. Louis, MO 63102314-231-5700314-231-0816




StructuralEngineer

MPFP Engineer

ElectricalEngineer

Suite 1000

LG

A2.5

NO R

HT

1/8" = 1'-0"1GROUND FLOOR PLAN - NORTH WING - PIPING - DEMO


0 1 2 3


PROJECT #


00150290.01


2 ADDENDUM 2 12/14/2017

GENERAL NOTES:

1. ALL WORK ON THIS SHEET SHALL BE PART OF ALTERNATE 3. WORK ON THIS SHEET SHALL HAPPEN DURING MAY TO AUGUST.

KEYNOTES:

1. REMOVE PORTION OF PIPE AND PREPARE FOR NEW CONNECTION.

#

T

T

T

TT

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T T

T

A B C D E F G H J K

1

2

3

4

5

6

7

8

9

10

11

10.5

12

RAD-E RAD-E RAD-E RAD-E RAD-E RAD-E

RAD-E

RAD-E

RAD-E

RAD-E

RAD-E

RAD-E

RAD-E

RAD-E

RAD-E

RAD-E

RAD-E

RAD-E

RAD-E

RAD-E RAD-E

E-UH

CUH-E

RAD-E

E-UH

RADIATOR IN WALL

W/GRILLE ON SILL

EXISTING CONTINUOUS

CONVECTOR

EXISTING CONTINUOUS

CONVECTOR

RAD-E

2" S(5) UP & DN

3/4" LPC UP & DN

1 1/2" S(5) UP &

DN

3/4" LPC UP & DN

1 1/2" S(5) UP &

DN

3/4" LPC UP & DN

1 1/4" S(5) DN

1" LPC UP & DN

2" S(5) UP & DN

3/4" LPC UP & DN

1 1/4" S(5) UP &

1 1/2" S(5) DN

3/4" LPC UP & DN

1 1/4" S(5) UP &

1 1/2" S(5) DN

3/4" LPC UP &

1" LPC DN

1 1/2" S(5) UP &

2" S(5) DN

3/4" LPC UP & DN

1 1/2" S(5) UP & DN

3/4" LPC UP & DN

1 1/2" S(5) UP & DN

3/4" LPC UP & DN

1 1/2" S(5) UP & DN

3/4" LPC UP & DN

1 1/4" S(5) UP

1 1/2" S(5) UP &

2 1/2" S(5) DN1 1/4" S(5) UP

3/4" LPC UP 3/4" LPC UP

1 1/4" S(5) UP & DN

1 1/4" S(5) UP & DN

3/4" LPC UP

3/4" LPC UP &

1" LPC DN

1 1/4" S(5) UP &

2" S(5) DN

3/4" LPC UP &

DN

1 1/4" S(5) UP &

1 1/2" S(5) DN

3/4" LPC UP &

1" LPC DN

1 1/2" S(5) UP &

2" S(5) DN

3/4" LPC UP &

1" LPC DN

1 1/2" S(5) UP &

2" S(5) DN

1 1/2" S(5) UP & DN

3/4" LPC UP & DN

8" S(5) DN

3" LPC DN

8" CWR DN

8" CWS DN

8" S(5) UP

3" LPC UP

8" CWR UP

8" CWS UP

2" S(5) UP &

3" S(5) DN

1" LPC UP &

1 1/2" LPC DN

3/4" LPC UP & DN

1 1/2" S(5) UP &

DN

11

1

1

1

1

1

1 1 1 1 1

1

1

1

1

1

3

2


8" STEAM RELIEF

VENT DN

REMOVE PORTION OF PIPE AS INDICATED IN BETWEEN MAY-14 TO AUGUST-20 AND PREPARE FOR NEW CONNECTION. CONTRACTOR NEEDS TO COORDINATE WITH SHUT-DOWN OF STEAM SYSTEM

4

RAD-E

DEMO EXISTING PANELS





EXISTING ACCESS

PANEL

2

22

2

11 11

1

1

Project Number:

Drawn By:

Issue Date:

Sheet Number:

Sheet Title:

Project Title:

Professional Seal:

Project Team:

Se

co

nd

Flo

or

Re

no

vatio

ns a

nd

D

efe

rred

Main

ten

an

ce



Office:


pf


MU

Pro

ject

#C

P1

51

70

1

12/1

5/2

01

77

:40:2

0 P

MC

:\R

evi

t Lo

ca

l F

iles\

ME

PT

17

_0

01

50

29

0.0

1_M

U M

em

oria

l S

tud

en

t U

nio

n_C

en

tral_

mis

hra

as@

kjw

w.c

om

.rvt

16253

ASHMIS

FIRST FLOOR PLAN - NORTHWING - PIPING - DEMO

MPD101N

518

Hitt

Str

eet,

Co

lum

bia

, M

O

Mem

orial S

tud

en

t U

nio

n

11.16.17

319 N. 4th Street

St. Louis, MO 63102314-231-5700314-231-0816




StructuralEngineer

MPFP Engineer

ElectricalEngineer

Suite 1000

LG

A2.5

NO R

HT

1/8" = 1'-0"1FIRST FLOOR PLAN - NORTH WING - PIPING - DEMO

KEYNOTES:

1. REMOVE PORTION OF PIPE TAKE OFF SERVING RADIATORS, AND PREPARE FOR NEW CONNECTION TO PLACE NEW CONTROL VALVE. THIS WORK SHOULD HAPPEN BETWEEN MAY TO AUGUST.

#

GENERAL NOTES:

1. COORDINATE REMOVAL OF METASYS CONTROLS WITH MU ENERGY MANAGEMENT.ENERGY MANAGEMENT WILL SALVAGE CONTROLS PRIOR TO DEMOLITION.

PHASING KEYNOTES:

2. ALL RENOVATION WORK ON THIS AREA SHALL HAPPEN DURING SR-3 PER THE ARCHITECTURAL SCOPE SEQUENCING PLANS.



#


0 1 2 3


PROJECT #


00150290.01


1 ADDENDUM 1 11/27/2017

2 ADDENDUM 2 12/14/2017

T

T

A B C D E F G H J K

1

2

3

4

5

6

7

8

9

10

11

MechanicalRoom

Mechanical &Electrical

RoomMechanical

Room

Pipe Trench

Pipe Trench

10.5

12

SNB00EStairs

8"C

WS

8"CWS

8"C

WS

8"C

WR

8"CWS8"CWR

8"CWR

8"CWS

8"C

WS

8"C

WR

6"CWS6"CWR

4"CWS4"CWR

CWP-1

CWP-2

8"CWS

6"CWS

6"CWS

8"CWS

8" CWR UP & DN

8" CWS UP & DN

8" S(5) UP & DN

3" LPC UP & DN

EXISTING 4"S(5)

FROM TUNNEL.

8"CWR8"CWS

EXISTING 10"S5

FROM BUILDING.

EXISTING 3" LPC FROM

TUNNEL.

3"L

PC

EXISTING LPC

FROM BUILDING.

1 1/2"LPC2"LPC

VCP-1

2" LPC DN

2 1/2" LPC DN

3" LPC DN2" PC DN2" LPC DN

2 1/2"LPC

CHILLED WATER PIPES

FROM UTILITY TUNNEL

1 1/4"CWR

1"CWS 1"CWR

CWP-3

3" S(5) UP

1 1/2" LPC UP

3/4" S(5) UP

3/4" LPC UP

3/4" S(5) UP

3/4" LPC UP

3/4" S(5) UP3/4" LPC UP

3/4" S(5) UP

3/4" LPC UP3/4" S(5) UP

3/4" LPC UP

3/4" S(5) UP

3/4" LPC UP3/4" S(5) UP

3/4" LPC UP

3/4" LPC UP

2" S(5) UP

1 1/2"LPC 2"LPC4"S(5)

1 1

/2"S

(5)

1"L

PC

3"S(5)1 1/2"LPC

4"S(5)

2"LPC

4"S

(5)

2"L

PC

1 1/2"LPC2 1/2"S(5)

1 1

/2"L

PC

2"L

PC

3"S

(5)

2"L

PC

4"S

(5)

3/4" LPC UP

1 1/2" S(5) UP

3/4" LPC UP

1 1/2" S(5) UP

3/4" LPC UP

1 1/4" S(5) UP

1" LPC UP

2" S(5) UP

3/4" LPC UP

1 1/2" S(5) UP

3/4" LPC UP

1 1/2" S(5) UP

1 1/2" S(5) UP

1" LPC UP

2" S(5) UP

3/4" LPC UP 1 1/2" S(5) UP

3/4" LPC UP

1 1/2" S(5) UP

3/4" LPC UP

1 1/2" S(5) UP

3/4" LPC UP

2 1/2" S(5) UP

1 1/4" S(5) UP

2" S(5) UP

1" LPC UP

2" S(5) UP

1" LPC UP

3/4" LPC UP

1 1/4"CWS

1"CWS 1"CWR

1 1/4"CWS

MODULATING BUILDING

CONTROL VALVE

BCU-B01

BCU-B02

3/4" D DOWN, ROUTE TO NEAREST FLOOR DRAIN.

8"S(5)4"S(5)

10

"S(5

)

3/4" D DN, ROUTE TO SERVICE SINK.

3/4"D

3/4"D

EXISTING LPC GOES

TO TUNNEL

MODULATING CWP-3 SUMMER ISOLATION VALVE

3/4"HWS 3/4"HWR


EXISTING HEAT

EXCHANGER

PROVIDE CLOSED SHUTOFF VALVE AND CAP FOR DRAINING SYSTEM AND FLUSHING.

EXISTING SERVICE SINK

ELECTRICAL

PANEL

EXISTING CONTROL

PANEL FOR CHILLED

WATER PUMP.

TO SERVE

GROUND FLOOR

2

DO NOT ROUTE PIPING OVER ELECTRICAL EQUIPMENT

2

2

Project Number:

Drawn By:

Issue Date:

Sheet Number:

Sheet Title:

Project Title:

Professional Seal:

Project Team:

Se

co

nd

Flo

or

Re

no

vatio

ns a

nd

D

efe

rred

Main

ten

an

ce



Office:


pf


MU

Pro

ject

#C

P1

51

70

1

12/1

5/2

01

77

:39:5

3 P

MC

:\R

evi

t Lo

ca

l F

iles\

ME

PT

17

_0

01

50

29

0.0

1_M

U M

em

oria

l S

tud

en

t U

nio

n_C

en

tral_

mis

hra

as@

kjw

w.c

om

.rvt

16253

ASHMIS

SUB BASEMENT FLOOR PLAN- MECHANICAL PIPING

MP100

518

Hitt

Str

eet,

Co

lum

bia

, M

O

Mem

orial S

tud

en

t U

nio

n

11.16.17

319 N. 4th Street

St. Louis, MO 63102314-231-5700314-231-0816




StructuralEngineer

MPFP Engineer

ElectricalEngineer

Suite 1000

LG

A2.5

NO R

HT

1/8" = 1'-0"1SUB BASEMENT FLOOR PLAN - MECHANICAL PIPING

GENERAL NOTES :

1. VACUUM CONDENSATE PUMP SHALL BE INSTALLED DURING SUMMER.

2. INSTALL MANUAL AIR VENT AT ALL HIGH POINT OF SYSTEM. THE VENTS SHOULD HAVE 3/4" MALE HOSE BIB FITTING.

3. RUN STEAM SYSTEM, SERVING THE NEW HEAT EXCHANGER, AT 12 PSI.

PHASING KEYNOTES:

1. ALL RENOVATION WORK RELATED TO REPLACING CHILLED WATER PUMP AND CHILLED WATER PIPING SHALL HAPPEN DURING SR-1 PER THE ARCHITECTURAL SCOPE SEQUENCING PLANS, TO AVOID CHILLED WATER OUTAGE. .

2. REPLACE VACUUM CONDENSATE PUMP (VCP-1) IN BETWEEN MAY TO AUGUST. CONTRACTOR SHOULD KEEP TIME BETWEEN DEMO OF EXISTING AND INSTALLATION OF NEW PUMP TO MINIMUM.

#

1


0 1 2 3


PROJECT #


00150290.01

1

2


1 ADDENDUM 1 11/27/2017

2 ADDENDUM 2 12/14/2017

T

T

T

T

A B C D E F G H J K

1

2

3

4

5

6

7

8

9

10

11

N052Office

N026

ComputerLab

CN27Corridor

CN026Corridor

LN050Lobby

N012HLab

N012Gallery

N3Mechanical

N049Reception

N052PConference

N052OOfficeN052N

OfficeN052MOffice

N052LOffice

N052KOffice

N052JBreak Rm.

N052IOffice

N052HOffice

N052GOffice

92Vest.

N019

Dry FoodStorage

N022

Dry FoodStor

N021Cust. Stor.

N020

CustodialStorage

N052F4Office

N052F5Office

N052F6Office

N052F7Storage

N26GMech.

N52-3Office

N52-2Office

N52-1Office

N052E3Office

N052E2Office

N028AFreezer

N052DOffice

N052COffice

N052BOffice

N051

Office/StudyRoom

N049COffice

N049BConference

N049AOffice

N018BOffice

N018Office/Study

N018AConference N5A

Office

N5BOffice

N5MU Veterans

N012IStorage

N012GWood Shop

N012FKiln

N012D1Lab

N012BOffice

N012AOffice

N17BOffice

N17Office

N17AOffice

N016Tele.

N007Men

N6Storage

N007AWomen

N6BMech

10.5

12

N028Inact.

N029Inact.

N031Inact.

SN000EStairs

SN000BStairs

N12ELab

N012DLab

N0__Office

Storage

3/4" LPC UP

1 1/2" S(5) UP

3/4" LPC UP

1 1/2" S(5) UP

3/4" LPC UP

1 1/4" S(5) UP

1" LPC UP

2" S(5) UP

3/4" LPC UP

1 1/2" S(5) UP

3/4" LPC UP

1 1/2" S(5) UP1" LPC UP

2" S(5) UP

3/4" LPC UP 1 1/2" S(5) UP3/4" LPC UP

1 1/2" S(5) UP 3/4" LPC UP

1 1/2" S(5) UP

3/4" LPC UP 2 1/2" S(5) UP

1 1/4" S(5) UP

1 1/4" S(5) UP

2" S(5) UP

1" LPC UP

2" S(5) UP

1 1/2" S(5) UP

3/4" LPC UP

8" CWR UP & DN

8" CWS UP & DN

2" S(5) UP

1" LPC UP

2" S(5) UP

1" LPC UP

2" S(5) UP

8" S(5) UP & DN

3" LPC UP & DN

3/4" LPC

UP

3/4" S(5) UP & DN

3/4" LPC UP & DN

3/4" S(5) UP & DN

2" S(5) UP & DN

3/4" S(5) UP & DN

3/4" LPC UP & DN

3/4" S(5) UP & DN

3/4" LPC UP & DN

3/4" S(5) UP & DN

3/4" LPC UP & DN

3/4" S(5) UP & DN

3/4" LPC UP & DN

3/4" S(5) UP & DN3/4" LPC UP & DN 3/4" S(5) UP & DN

3/4" LPC UP & DN

3" S(5) UP & DN

1 1/2" LPC

UP & DN

3/4" LPC UP 1 1/2" S(5) UP

3/4" LPC DN

1 1/2" S(5) DN

8" STEAM RELIEF

VENT DN

8" STEAM RELIEF

VENT UP

RAD-E RAD-ERAD-ERAD-ERAD-E

RAD-E RAD-E RAD-E RAD-E RAD-E RAD-E RAD-E RAD-E RAD-E

RAD-E

RAD-E

RAD-E

RAD-E

RAD-E

RAD-E

RAD-E

RAD-E

RAD-E

2

3

4

4

4

56

67

7

8

8

1

RAD-E

RAD-E

RAD-E

1

1 1 1

PROVIDE NEW ELECTRIC CONTROL VALVE COMPATIBLE WITH DDC SYSTEM. CONNECT ELECTRIC VALVE TO BAS VIA NEW THERMOSTAT PLACED IN ROOM N016. SIZE CONTRL VALVE FOR 2 LB/HR AND 5 PSI STEAM PRESSURE

2

2

2

2

2

2

2

2

2

22

2

2

2

2

2

2

2

2

Project Number:

Drawn By:

Issue Date:

Sheet Number:

Sheet Title:

Project Title:

Professional Seal:

Project Team:

Se

co

nd

Flo

or

Re

no

vatio

ns a

nd

D

efe

rred

Main

ten

an

ce



Office:


pf


MU

Pro

ject

#C

P1

51

70

1

12/1

5/2

01

77

:39:5

5 P

MC

:\R

evi

t Lo

ca

l F

iles\

ME

PT

17

_0

01

50

29

0.0

1_M

U M

em

oria

l S

tud

en

t U

nio

n_C

en

tral_

mis

hra

as@

kjw

w.c

om

.rvt

16253

ASHMIS

GROUND FLOOR PLAN -NORTH WING - PIPING

MP100.5N

518

Hitt

Str

eet,

Co

lum

bia

, M

O

Mem

orial S

tud

en

t U

nio

n

11.16.17

319 N. 4th Street

St. Louis, MO 63102314-231-5700314-231-0816




StructuralEngineer

MPFP Engineer

ElectricalEngineer

Suite 1000

LG

A2.5

NO R

HT

1/8" = 1'-0"1GROUND FLOOR PLAN - NORTH WING - PIPING

GENERAL NOTES:

1. ALL WORK ON THIS SHEET SHALL BE PART OF ALTERNATE 3. WORK ON THIS SHEET SHALL HAPPEN DURING MAY TO AUGUST.

2. CONTROL WIRING FOR NEW RADIATOR CONTROL VALVE SHALL ROUTE ALONG THE WALL BASEBOARD TOWARDS THE EXISTING RACEWAYS AND COME UP TO THE CEILING. COORDINATE WITH ARCHITECT FOR EXACT LOCATION.


0 1 2 3


PROJECT #


00150290.01

KEYNOTES:

1. PROVIDE NEW ELECTRIC CONTROL VALVE COMPATIBLE WITH DDC SYSTEM. CONNECT ELECTRIC VALVE TO BAS VIA VAV-060 LOCATED IN ROOM N520 OFFICE. SIZE CONTRL VALVE FOR 3 LB/HR AND 5 PSI STEAM PRESSURE.


3. PROVIDE NEW ELECTRIC CONTROL VALVE COMPATIBLE WITH DDC SYSTEM. CONNECT ELECTRIC VALVE TO BAS VIA VAV-057 LOCATED IN ROOM N052P CONFERENCE. SIZE CONTRL VALVE FOR 2 LB/HR AND 5 PSI STEAM PRESSURE.

4. PROVIDE NEW ELECTRIC CONTROL VALVE COMPATIBLE WITH DDC SYSTEM. CONNECT ELECTRIC VALVE TO BAS VIA VAV-056 LOCATED IN ROOM N049 RECEPTION. SIZE CONTRL VALVE FOR 5 LB/HR AND 5 PSI STEAM PRESSURE


6. PROVIDE NEW ELECTRIC CONTROL VALVE COMPATIBLE WITH DDC SYSTEM. CONNECT ELECTRIC VALVE TO BAS VIA NEW THERMOSTAT PLACED IN ROOM N3A. SIZE CONTRL VALVE FOR 5 LB/HR AND 5 PSI STEAM PRESSURE.

7. PROVIDE NEW ELECTRIC CONTROL VALVE COMPATIBLE WITH DDC SYSTEM. CONNECT ELECTRIC VALVE TO BAS VIA NEW THERMOSTAT PLACED IN LAB N012D3. SIZE CONTRL VALVE FOR 5 LB/HR AND 5 PSI STEAM PRESSURE

8. PROVIDE NEW ELECTRIC CONTROL VALVE COMPATIBLE WITH DDC SYSTEM. CONNECT ELECTRIC VALVE TO BAS VIA NEW THERMOSTAT PLACED IN CORRIDOR CN27. SIZE CONTRL VALVE FOR 5 LB/HR AND 5 PSI STEAM PRESSURE

#


2 ADDENDUM 2 12/14/2017

2

DNDN

T

T

T

T

T

T

TT

T

T

T

T

T

T

T

T

T

T

T

T

T

A B C D E F G H J K

1

2

3

4

5

6

7

8

9

10

11

N103B

StotlerLounge

N106ALounge

N107Men

N108Women

N106Seating Area

N123Starbucks

N126Seating Area

28Kitchen

N112Storage

LN101Lobby

VN100Vestibule

N114AFreezer

N117BStor

N117AOffice

VN120Vest.

N121Storage

N122Food Serv.

SN100EStairs

N106Seating Area

VN105Vest.

SN100BSTAIRS

N129AElec. Mech.

10.5

12

N116Office

SN100CSTAIRS

N111JAN.

N103

StotlerLounge

N103A

StotlerLounge

RAD-E RAD-E RAD-E RAD-E RAD-E RAD-E

RAD-E

RAD-E

RAD-E

RAD-E

RAD-E

RAD-E

RAD-E

RAD-E

RAD-E

RAD-E

RAD-E

RAD-E

RAD-E RAD-E

E-UH

CUH-E

RAD-E

E-UH

RADIATOR IN WALL

W/GRILLE ON SILL

EXISTING CONTINUOUS

CONVECTOR

EXISTING CONTINUOUS

CONVECTOR

RAD-E

3/4" LPC UP & DN

1 1/2" S(5) UP & DN

3/4" LPC UP & DN

1 1/2" S(5) UP & DN

3/4" LPC UP & DN

1 1/4" S(5) DN

1" LPC UP & DN

2" S(5) UP & DN

3/4" LPC UP & DN

1 1/4" S(5) UP &

1 1/2" S(5) DN

3/4" LPC UP & DN

1 1/4" S(5) UP &

1 1/2" S(5) DN

3/4" LPC UP &

1" LPC DN

1 1/2" S(5) UP &

2" S(5) DN

3/4" LPC UP & DN1 1/2" S(5) UP & DN

3/4" LPC UP & DN

1 1/2" S(5) UP & DN

3/4" LPC UP & DN

1 1/2" S(5) UP & DN

3/4" LPC UP & DN

1 1/4" S(5) UP

1 1/2" S(5) UP &

2 1/2" S(5) DN1 1/4" S(5) UP

3/4" LPC UP 3/4" LPC

UP

1 1/4" S(5) UP & DN

1 1/4" S(5) UP & DN

3/4" LPC

UP

3/4" LPC UP &

1" LPC DN

1 1/4" S(5) UP &

2" S(5) DN

3/4" LPC UP & DN

1 1/4" S(5) UP &

1 1/2" S(5) DN

3/4" LPC UP &

1" LPC DN

1 1/2" S(5) UP &

2" S(5) DN

3/4" LPC UP &

1" LPC DN

1 1/2" S(5) UP &

2" S(5) DN

1 1/2" S(5) UP & DN

3/4" LPC UP & DN

8" S(5) DN

3" LPC DN

8" CWR DN

8" CWS DN

8" S(5) UP

3" LPC UP

8" CWR UP

8" CWS UP

2" HWR UP

2" HWS UP

PROVIDE CONTROL VALVE FOR RADIATION PANEL AT TAKEOFF. CONTROL FROM VAV-04 TSTAT.SIZE CONTROL VALVE FOR 5 LB/HR AND 5 PSI STEAM PRESSURE.

PROVIDE CONTROL VALVE FOR RADIATION PANEL AT TAKEOFF. CONTROL FROM VAV-04 TSTAT.SIZE CONTROL VALVE FOR 5 LB/HR AND 5 PSI STEAM PRESSURE..

PROVIDE CONTROL VALVE FOR RADIATION PANEL AT TAKEOFF. SIZE CONTROL VALVE FOR 5 LB/HR AND 5 PSI STEAM PRESSURE. .


PROVIDE CONTROL VALVE FOR RADIATION PANEL AT TAKEOFF. CONTROL FROM VAV-4-112 A & B TSTAT.SIZE CONTROL VALVE FOR 5 LB/HR AND 5 PSI STEAM PRESSURE.

PROVIDE CONTROL VALVE FOR RADIATION PANEL AT TAKEOFF. CONTROL FROM VAV-4-112 A & B TSTAT.SIZE CONTROL VALVE FOR 5 LB/HR AND 5 PSI STEAM PRESSURE. .

PROVIDE CONTROL VALVE FOR RADIATION PANEL AT TAKEOFF. CONTROL FROM VAV-4-112C & 113 CTSTAT.SIZE CONTROL VALVE FOR 5 LB/HR AND 5 PSI STEAM PRESSURE. .

PROVIDE CONTROL VALVE FOR RADIATION PANEL AT TAKEOFF. CONTROL FROM VAV-4-113B & 113A TSTAT. SIZE CONTROL VALVE FOR 5 LB/HR AND 5 PSI STEAM PRESSURE.

PROVIDE CONTROL VALVE FOR RADIATION PANEL AT TAKEOFF. CONTROL FROM VAV-5-109 TSTAT.SIZE CONTROL VALVE FOR 5 LB/HR AND 5 PSI STEAM PRESSURE.




PROVIDE CONTROL VALVE FOR RADIATION PANEL AT TAKEOFF. CONTROL FROM VAV-5-107 TSTAT. SIZE CONTROL VALVE FOR 5 LB/HR AND 5 PSI STEAM PRESSURE. .


VAV-5-110

VAV-5-109

VAV-4-111

VAV-5-104

VAV-5-106

VAV-5-107

VAV-5-108

VAV-5-101

VAV-5-103

VAV-5-102

VAV-5-105A

PROVIDE NEW ELECTRIC CONTROL VALVE AND THERMOSTAT COMPATIBLE WITH DDC.

PROVIDE NEW ELECTRIC CONTROL VALVE , CONTROLLED FROM VAV-5-101.


PROVIDE NEW CONTROL VALVE. PROVIDE NEW ELECTRIC CONTROL

VALVE AND THERMOSTAT COMPATIBLE WITH DDC. SIZE CONTROL VALVE FOR 5 LB/HR AND 5 PSI STEAM PRESSURE. .

PROVIDE NEW DDC CONTROL VALVE AND T-STAT FOR THIS HEATER.


2" S(5) UP & DN3" S(5) UP & DN

1 1/2" LPC UP & DN

3/4" LPC UP & DN

1 1/2" S(5) UP & DN


VAV-4-112AVAV-4-112B VAV-4-112C VAV-4-113C

VAV-4-113B VAV-4-113A

1"HWS

1"HWR

1 1/4" HWR UP

1 1/4" HWS UP

VAV-5-105B

1"HWS 1"HWR

2"HWR 2"HWS

1 1/2"HWS

1 1/2"HWR

1 1/4"HWS 1 1/4"HWR

1 1/4"HWR 1 1/4"HWS

1 1/4"HWS

1 1/4"HWR

CUH-1

3/4"HWR 3/4"HWS

DP

DIFFERENTIAL PRESSURE SENSOR FIELD SET AT 6 PSI.

RAD-E

RAD-E

1 1/2"HWS

1 1/2"HWR

INSTALL BYPASS FOR SYSTEM FLUSHING, AFTER FINISHED WITH FLUSHING, INSTALL 1" AUTOMATIC BALANCING VALVE. BALANCE FOR 1 GPM.

1 1/4"HWS

1 1/4"HWR


8" STEAM RELIEF

VENT DN


CONTRACTOR NEEDS TO COORDINATE ROUTING OF THIS PIPE WITH SHUT-DOWN OF STEAM SYSTEM.

NEW STEAM PIPE SHALL BE INSTALLED DURING MAY TO AUGUST

PROVIDE CONTROL VALVE FOR RADIATION PANEL AT TAKEOFF. CONTROL FROM VAV-4-112 A & B TSTAT. SIZE CONTROL VALVE FOR 5 LB/HR AND 5 PSI STEAM PRESSURE.

PROVIDE CONTROL VALVE FOR RADIATION PANEL AT TAKEOFF. CONTROL FROM VAV-4-112C & 113 CTSTAT. SIZE CONTROL VALVE FOR 5 LB/HR AND 5 PSI STEAM PRESSURE. .


2"HWS 2"HWR

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

21 11

1

1

2 2

2

2

Project Number:

Drawn By:

Issue Date:

Sheet Number:

Sheet Title:

Project Title:

Professional Seal:

Project Team:

Se

co

nd

Flo

or

Re

no

vatio

ns a

nd

D

efe

rred

Main

ten

an

ce



Office:


pf


MU

Pro

ject

#C

P1

51

70

1

12/1

5/2

01

77

:39:5

7 P

MC

:\R

evi

t Lo

ca

l F

iles\

ME

PT

17

_0

01

50

29

0.0

1_M

U M

em

oria

l S

tud

en

t U

nio

n_C

en

tral_

mis

hra

as@

kjw

w.c

om

.rvt

16253

ASHMIS

FIRST FLOOR PLAN - NORTHWING - PIPING

MP101N

518

Hitt

Str

eet,

Co

lum

bia

, M

O

Mem

orial S

tud

en

t U

nio

n

11.16.17

319 N. 4th Street

St. Louis, MO 63102314-231-5700314-231-0816




StructuralEngineer

MPFP Engineer

ElectricalEngineer

Suite 1000

LG

A2.5

NO R

HT

1/8" = 1'-0"1FIRST FLOOR PLAN - NORTH WING - PIPING

2

1


0 1 2 3


PROJECT #


00150290.01

GENERAL NOTES:

1. CONTROL WIRING FOR NEW RADIATOR CONTROL VALVE SHALL ROUTE ALONG THE WALL BASEBOARD TOWARDS THE EXISTING RACEWAYS AND COME UP TO THE CEILING. COORDINATE WITH ARCHITECT FOR EXACT LOCATION.



3

3

PHASING KEYNOTES:




#


1 ADDENDUM 1 11/27/2017

2 ADDENDUM 2 12/14/2017

2

KEYNOTES:

1. PROVIDE CONTROL VALVE FOR RADIATION PANEL AT TAKEOFF. CONTROL FROM VAV-5-101 TSTAT.SIZE CONTROL VALVE FOR 5 LB/HR AND 5 PSI STEAM PRESSURE.

#

TT

T

TC

2

TC

2

TC2

T

T

T

T

T

T T TT C2

C2C2C2

T

T

T

A B C D E F G H J K

1

2

3

4

5

6

7

8

9

10

11

N231AMen

N235Jan

N232AWomen

N234Elec/AV

N201A

MeetingRoom 1

N201B

MeetingRoom 2

N201C

MeetingRoom 3

N204

MeetingRoom 4

N214A

MeetingRoom 5

N214B

MeetingRoom 6

N214C

MeetingRoom 7

N214D

MeetingRoom 8

N214E

MeetingRoom 9

N222Storage

N221Catering

N205Storage

N233Family

CN201APre-function

N234AI.T.

CN202Corridor

CN204Corridor

CN203Corridor

CN200Corridor

10.5

12

CN201Corridor

N230Clos.

SN200CStairs

N247Break

SN200BStair 1

N231Vest

N232Vest

SN200DStair 2

SN200EStairs

EN200WElevator

SN200B1Room

8" S5 DN

3" LPC DN

8" CWR DN

8" CWS DN

2" HWR DN

2" HWS DN

4" HWR UP4" HWS UP

6" S(5) UP2" LPC UP

6"

S(5

)

RAD-3 RAD-8RAD-4 RAD-5 RAD-6 RAD-7

RAD-19 RAD-13RAD-14RAD-15RAD-16RAD-17RAD-18

RAD-2

RAD-1

RAD-12

RAD-11

RAD-10

8"CWS

8"CWR6" S(5)

2"L

PC

RAD-9

VAV-5-201

VAV-5-202

VAV-5-204

VAV-4-211 VAV-4-210 VAV-4-209

VAV-4-214

VAV-4-208

VAV-4-215

VAV-4-207

VAV-4-206

VAV-4-205

VAV-5-203

VAV-4-212

VAV-4-213

CONTROLLED FROM VAV-4-205 TSTAT.
















2" S(5) UP & DN

1 1/2" S(5) UP & DN

3/4" PC UP & DN

4"H

WR

8" CWR UP

8" CWS UP

1"HWR

1"HWS

1"HWR 1"HWS

1"HWR 1"HWS

1"HWR 1"HWS

1 1/4"HWR

1 1/4"HWS

1 1/4" HWR DN

1 1/4" HWS DN

1"HWR

1"HWS

1"HWR 1"HWS

1"HWS 1"HWR

1 1/4"HWS

1 1/4"HWR

1"HWS

1"HWR 1"HWR

1"HWS

1"HWR

1"HWS

1"HWS 1"HWR

3"HWR 3"HWS

2"LPC

4"HWS

4"HWR

3"HWR 3"HWS

1 1/4"HWS 1 1/4"HWR

1"H

WR

1"H

WS

6" S(5)

1

T-1

T-1

T-1

2"L

PC


1"HWS

1"HWR


8" STEAM RELIEF VENT PIPE UP

INSTALL CONTROL VALVE OVER THE LAY IN CEILING. (TYP. ALL)


2




TIE-IN VALVE (TYP.4)

CONNECT PIPE WITH TIE-IN VALVE BEFORE SWITCH OVER.

2

Project Number:

Drawn By:

Issue Date:

Sheet Number:

Sheet Title:

Project Title:

Professional Seal:

Project Team:

Se

co

nd

Flo

or

Re

no

vatio

ns a

nd

D

efe

rred

Main

ten

an

ce



Office:


pf


MU

Pro

ject

#C

P1

51

70

1

12/1

5/2

01

77

:40:0

4 P

MC

:\R

evi

t Lo

ca

l F

iles\

ME

PT

17

_0

01

50

29

0.0

1_M

U M

em

oria

l S

tud

en

t U

nio

n_C

en

tral_

mis

hra

as@

kjw

w.c

om

.rvt

16253

ASHMIS

SECOND FLOOR PLAN -NORTH WING - PIPING

MP102N

518

Hitt

Str

eet,

Co

lum

bia

, M

O

Mem

orial S

tud

en

t U

nio

n

11.16.17

319 N. 4th Street

St. Louis, MO 63102314-231-5700314-231-0816




StructuralEngineer

MPFP Engineer

ElectricalEngineer

Suite 1000

LG

A2.5

NO R

HT

1/8" = 1'-0"1SECOND FLOOR PLAN - NORTH WING - PIPING


0 1 2 3


PROJECT #


00150290.01

GENERAL NOTES :



PHASING KEYNOTES:

1. ROUTE PIPE IN BETWEEN MAY 14 TO AUGUST 20.2. INSTALL PORTION OF PIPE IN THIS AREA AND TIE-

IN VALVES PRIOR TO APRIL 1.

#


1 ADDENDUM 1 11/27/2017

2 ADDENDUM 2 12/14/2017

2

T

T

T

B C D E F G H

1

2

3

4

N303Mechanical

2

MV301

HEX-1

HEX-2

ET-1

VAV-4-301

AIR SEPARATOR

UH-301

4"HWS

4" HWR DN

4" HWS DN

6" S(5) DN

2" LPC DN

CAP FOR FUTURE AHU

PROVIDE 140X126 SIZE PLENUM.

VAV-4-301

4"H

WS

SPACE FOR FUTURE AHU

58

x2

6

60x36

36

x1

8

26x16

60x408" CWR DN

8" CWS DN

CAP TO SERVE FUTURE AHU

CAP TO SERVE FUTURE AHU

TAKE 108X72 OA DUCT TAKE OFF FROM PLENUM AND CONNECT WITH ROOF HOOD

4"CWS

4"CWR

4"CWR

4"CWS

24

x1

6

4'-0"

4"CWR

4"CWS

FIRE DAMPER IN VERTICAL DUCT AT FLOOR PENETRATION

18x38 SA DN, MAKE TRANSITION IN VERTICAL DUCT TO 50x14 SA BEFORE PENETRATING THE FLOOR. PROVIDE FIRE DAMPER IN VERTICAL DUCT AT FLOOR PENETRATION

1

MV301

AHU-4

AHU-5

WALKWAY

4"CWS

4"CWR

8"C

WS

8"C

WR

2"HWS

2"HWR

4"C

WR

4"C

WS

2"H

WR

2"H

WS

3"HWS 3"HWR

4"HWR

4"HWS

4"HWS

4"HWR

4"HWS 4"HWR

6" S(5)

EF-1

HWP-4 HWP-3

HWP-1

HWP-2

T-2

T-2

3/4"HWR 3/4"HWS

REFER TO MP103N FOR CONTINUATION.

3/4"HWR

3/4"HWS

1 1/2" D, ROUTE TO NEAREST FLOOR DRAIN.

DP

2 1/2"HWS

2 1/2"HWR

3"HWS

3"HWR

1 1/2"D ROUTE TO NEAREST FLOOR DRAIN

42

x2

85

8x3

6

6"S(5)

6"S(5)

3

MV301

44x1844x16 RA DN & 44x18 RA UP

FIRE DAMPER IN VERTICAL DUCT AT FLOOR PENETRATION

115x29 PLENUM BOX

42x28

42x28 DUCT DN TO CONNECT WITH PLENUM BOX

44x28

44

x2

8

44x28

123x23 DUCT

CAP FOR FUTURE AHU

SG-1

36x18/3200

24x16

BALANCE FOR 3200 CFM

18x38

INSTALL EXHAUST FAN AT 3'-0" ABOVE FLOOR FOR EASE OF ACCESS

ELECTRICAL

PANEL

ELECTRICAL

PANEL

ELECTRICAL

PANEL

BAS CONTROL PANEL.

MOD-2

MOD-1

MOD-3

MOD-4

DS-1

DS-2

2

2

MOD-7

MOD-7 IN VERTICAL DUCT

Project Number:

Drawn By:

Issue Date:

Sheet Number:

Sheet Title:

Project Title:

Professional Seal:

Project Team:

Se

co

nd

Flo

or

Re

no

vatio

ns a

nd

D

efe

rred

Main

ten

an

ce



Office:


pf


MU

Pro

ject

#C

P1

51

70

1

12/1

5/2

01

77

:40:0

7 P

MC

:\R

evi

t Lo

ca

l F

iles\

ME

PT

17

_0

01

50

29

0.0

1_M

U M

em

oria

l S

tud

en

t U

nio

n_C

en

tral_

mis

hra

as@

kjw

w.c

om

.rvt

16253

ASHMIS

ATTIC ENLARGED PLAN

MP400

518

Hitt

Str

eet,

Co

lum

bia

, M

O

Mem

orial S

tud

en

t U

nio

n

11.16.17

319 N. 4th Street

St. Louis, MO 63102314-231-5700314-231-0816




StructuralEngineer

MPFP Engineer

ElectricalEngineer

Suite 1000

LG

A2.5

NO R

HT

1/4" = 1'-0"1ATTIC FLOOR PLAN - NORTH WING - ENLARGED PLAN


0 1 2 3


PROJECT #


00150290.01

PHASING KEYNOTES:

1. ALL RENOVATION WORK INSIDE THE ATTIC SHALL BE COMPLETED PRIOR TO AHU SWITCHOVER UNLESS NOTED OTHERWISE.

2. INSTALL NEW AHUS AND SWITCHOVER DURING SR-7 PER THE ARCHITECTURAL SCOPE SEQUENCING PLANS, PRIOR TO REMOVING THE EXISTING PENTHOUSE. ALL ATTIC EQUIPMENT SHALL BE FULLY OPERATIONAL PRIOR TO SWITCHOVER AND READY FOR TESTING AND BALANCING.

#

1 2


2 ADDENDUM 2 12/14/2017

GENERAL NOTES :



2

Project Number:

Drawn By:

Issue Date:

Sheet Number:

Sheet Title:

Project Title:

Professional Seal:

Project Team:

Se

co

nd

Flo

or

Re

no

vatio

ns a

nd

D

efe

rred

Main

ten

an

ce



Office:


pf


MU

Pro

ject

#C

P1

51

70

1

12/1

5/2

01

77

:40:1

1 P

MC

:\R

evi

t Lo

ca

l F

iles\

ME

PT

17

_0

01

50

29

0.0

1_M

U M

em

oria

l S

tud

en

t U

nio

n_C

en

tral_

mis

hra

as@

kjw

w.c

om

.rvt

16253

ASHMIS

PIPING SCHEDULE

MP700

518

Hitt

Str

eet,

Co

lum

bia

, M

O

Mem

orial S

tud

en

t U

nio

n

11.16.17

319 N. 4th Street

St. Louis, MO 63102314-231-5700314-231-0816




StructuralEngineer

MPFP Engineer

ElectricalEngineer

Suite 1000

LG

A2.5

RADIATION SCHEDULE

TAGNAME AREA SERVED MBH GPM

ELEMENT CABINET AVERAGEWATER TEMP

°FCONTROL

TYPE MANUFACTURER MODEL NOTESMAT'LLENGTH

FT.PIPESIZE

FINS PERFOOT HEIGHT DEPTH

RAD-1 2ND FLOOR MTG. ROOM 1 4.29 0.5 STEEL 7' - 0" 3/4" 32 8.6" 2" 160 NOTE 1 RUNTAL UFLT-3 NOTE 1, 2, 3, 4 & 5

RAD-2 2ND FLOOR MTG. ROOM 1 3 0.5 STEEL 5' - 0" 3/4" 32 8.6" 2" 160 NOTE 1 RUNTAL UFLT-3 NOTE 1, 2, 3, 4 & 5


















PUMP SCHEDULE

TAGNAME AREA SERVED GPM

PUMP FT.HEAD ATDESIGN

MINIMUMPUMP

EFFICIENCYINLETSIZE

IMPELLERSIZE ( INCH)

ELECTRICAL

MANUFACTURER MODEL NOTESHP

(NOTE E) RPM VOLTAGE PHASES

DISCONNECT CONTROLLER/ STARTER

BY(NOTE A)

TYPE(NOTE B)

BY(NOTE A)

TYPE(NOTE C)

CWP-1 NORTH & SOUTH WING 510 70 83.4 8" 9.125 15 1770 208 3 EC - EC VFD B & G E-1510 SERIES NOTE 1

CWP-2 NORTH & SOUTH WING. 510 70 83.4 8" 9.125 15 1770 208 3 EC - EC VFD B & G E-1510 SERIES NOTE 1

CWP-3 BCU-1 & 2 12 15 51.8 1 1/4" 4.000 0.25 1800 208 1 EC - MFR MS B & G SERIES E-90 NOTE 2

HWP-1 LEVEL 1 & 2 200 50 73.1 3" 8.125 5 1800 460 3 EC - EC VFD B & G E-1510 SERIES NOTE 1

HWP-2 LEVEL 1 & 2 200 50 73.1 3" 8.125 5 1800 460 3 EC - EC VFD B & G E-1510 SERIES REDUNDANT PUMP

HWP-3 AHU-1 24 15 55.9 2" 4.250 0.25 1800 120 1 EC - EC FV B & G SERIES E-90

HWP-4 AHU-2 22 15 55.9 2" 4.250 0.25 1800 120 1 EC - EC FV B & G SERIES E-90

HEAT EXCHANGER SCHEDULE - STEAM TO WATER

TAG NAMEAREA

SERVED

WATER STEAM HEATINGSURFACE

FT² MANUFACTURER MODEL NOTESGPMW.P.D. FT.

HEAD EWT °F LWT °F PSIG LB/HR

HEX-1 LEVEL 1& 2 200.0 3.6 140 180 5 3748 85.8 B & G SU-143-4 NOTE-1,2,3

HEX-2 LEVEL 1& 2 200.0 3.6 140 180 5 3748 85.8 B & G SU-143-4 NOTE-1,2,3

G. CURB TYPE:MFR = STANDARD CURB BY MANUFACTURERGC = BY GENERAL CONTRACTORSAC = SOUND ATTENUATOR CURB

F. MUST BE WITHIN +/- 10% OF SCHEDULED RPM.

E. NO EQUIPMENT SHALL BE SELECTED ABOVE 90% OF MOTOR NAMEPLATE RATING.

D. FAN RPM SHALL NOT EXCEED 110% OF SCHEDULED VALUE, WITHTHE SCHEDULED WHEEL TYPE.

C. CONTROLLER STARTER TYPE:FV = FULL VOLTAGEWYE = WYE-DELTASS = SOLID STATE (SOFT START)MS = MANUAL STARTERVFD = VARIABLE FREQUENCY DRIVEVFD/B = VARIABLE FREQUENCY DRIVE WITH BYPASS

B. DISCONNECT TYPE:F = FUSEDNF = NON-FUSED

A. DISCONNECT AND CONTROLLER STARTER FURNISHED ANDINSTALLED BY:MFR = MANUFACTUREREC = ELECTRICAL CONTRACTOR.MC = FURNISHED BY MECHANICAL CONTRACTOR, INSTALLED BYELECTRICAL CONTRACTOR.MFR/EC = FURNISHED LOOSE BY MANUFACTURER INSTALLED BYELECTRICAL CONTRACTOR....

SCHEDULE GENERAL NOTES:

NOTES:1) PROVIDE SHAFT GROUNDING AS REQUIRED IN THE MOTOR SPECIFICATION 23 05 13. ALL SHAFT GROUNDING SYSTEMS ARE TO

BE REVIEWED BY THE VENDOR AS THEY ARE INSTALLED.2) ECM MOTOR PROVIDED BY MFR.

NOTES: 1) SEE SPECIFICATION SECTION 23 09 00 FOR DESCRIPTION OF CONTROL TYPE/SENSOR. SEE CONTROL DETAILS.2) ELEMENT LENGTH LISTED IS ACTIVE FINISHED LENGTH, FIELD VERIFY LENGTH OF ELEMENT PIPING.3) ALL RADIANT PANELS ARE WALL MOUNTED. 4) PROVIDE END TRIM TO COVER PIPING ASSEMBLY AND END CAP ON NON-PIPE END. 5) REFER TO DRAWING FOR PIPING CONFIGURATION.6) PROVIDE END TRIM TO COVER PIPING ASSEMBLY AND END CAP ON NON-PIPE END.7) REFER TO DRAWING FOR PIPING CONFIGURATION.

NOTES: 1) STEAM PRESSURE INDICATED IS THE PRESSURE AVAILABLE DOWNSTREAM OF THE CONTROL VALVE.2) HEX IS FULLY REDUNDANT.3) HEX SELECTION IS BASED ON 100% WATER SOLUTION.4) PROVIDE CAST IRON FLANGED HEAD. THREADED PIPE CONNECTIONS ON 4" ARE NOT PERMITTED. 5) MAXIMUM LENGTH OF EQUIPMENT SHOULD NOT EXCEED 44".

VACUUM CONDENSATE PUMP

TAGNAME

AREASERVED CONFIGURATION

LB/HR(NOTE 1)

CONDENSATETEMPERATURE °F

RECEIVERCAPACITY(GALLONS)

RECEIVERPRESSURE

RATING(PSIG)

ELECTRICAL

MANUFACTURER MODEL

CONDENSATE PUMPS VACUUM PUMPS DISCONNECTCONTROLLER/

STARTER

QTYGPM

(NOTE2)

DISCHARGEPRESSURE

(PSI) HP VOLTAGE PHASES QTYCFM

(NOTE3)

VACUUMINCHES Hg @

160° F HP VOLTAGE PHASEBY

(NOTE A)TYPE

(NOTE B) BY (NOTE A)

VCP-1 BUILDING DUPLEX 6221 210 50 0 2 30 35 2 208 3 2 18 5.5 2 208 3 MFR F MFR B & G VDC 50D4

NOTES:1) LB/HR IS ACTUAL MAXIMUM LOAD OF SYSTEM. 2) GPM IS CAPACITY PER EACH PUMP AND HAS A SAFETY FACTOR OF TWO.3) CFM IS CAPACITY PER PUMP.


0 1 2 3


PROJECT #


00150290.01

TRAP SCHEDULE1TAG

NAME AREA SERVED TYPESAFETYFACTOR SIZE

CAPACITY LB HR(NOTE 1)

PRESSUREDIFFERENTIAL MANUFACTURER MODEL NOTES

T-1 MAIN DRIPS I.B. 1 1" 210 5 ARMSTRONG 811 NOTES 5,6, & 7

T-2 HEAT EXCHANGER F & T 1 2" 2750 0.5 ARMSTRONG 30A 8 NOTES 2, 3, 4 & 7

NOTES: 1) CAPACITY LISTED IS FOR EACH TRAP AND INCLUDES SAFETY FACTOR.2) SUITABLE TO 30 PSIG, SIDE INLET & OUTLET , SS FLOAT MECHANISM AND VALVE, CAST IRON BODY,

BALANCED PRESSURE THERMOSTATIC AIR VENT, ALL INTERNALS REPLACEABLE IN-LINE.3) ORIFICE SIZE IS 9/16" AS BASIS OF DESIGN.4) WITH INTEGRAL VACUUM BREAKER.5) SIDE INLET AND OUTLET INVERTED BUCKET TRAP. 250 PSIG RATE. CAST IRON BODY, ALL INTERNAL

COMPONENTS OF STAINLESS STEEL AND REPLACEABLE INLINE.6) ORIFICE SIZE 7/64" AS BASIS OF DESIGN.7) REFER TO DRAWINGS FOR LOCATION AND NUMBER OF TRAPS REQUIRED.


2 ADDENDUM 2 12/14/2017

2

TT

T

TC

2

TC

2

TC2

T

T

T

T

T

T T TT C2

C2C2C2

A B C D E F G H J K

1

2

3

4

5

6

7

8

9

10

11

N231AMen

N235Jan

N232AWomen

N234Elec/AV

N201A

MeetingRoom 1

N201B

MeetingRoom 2

N201C

MeetingRoom 3

N204

MeetingRoom 4

N214A

MeetingRoom 5

N214B

MeetingRoom 6

N214C

MeetingRoom 7

N214D

MeetingRoom 8

N214E

MeetingRoom 9

N222Storage

N221Catering

N205Storage

N233Family

CN201APre-function

N234AI.T.

CN202Corridor

CN204Corridor

CN203Corridor

CN200Corridor

10.5

12

CN201Corridor

N230Clos.

SN200CStairs

N247Break

SN200BStair 1

N231Vest

N232Vest

SN200DStair 2

SN200EStairs

EN200WElevator

SN200B1Room

82X18 RA DN.

92X18 SA DN.

18X18 SA DN

72X18 SA DN.

56X18 RA DN

18X10 EA DN

48X18 RA DN40X18 SA DN

40x18

60

x3

6

18x18

10x8

16x12

10x10

18

x1

4

60x36 SA UP

42x28

34x18 RA UP

58x26 RA UP

58

x2

6

20

x1

2

42x16

26

x1

428

x1

4

34x14

50x14 SA UP

52x18

56

x1

8

56x18

56

x1

8

24

x1

2

16x12

28x14

44x14

18x12

26x12

58

x3

6

58X36 RA UP

60X30 SA UP

22x14 EA UP

VAV-5-201

VAV-5-204

VAV-4-211

VAV-4-210

VAV-4-209

22

x1

4

22x14

VAV-4-214

VAV-4-208VAV-4-215

VAV-4-207

VAV-4-206VAV-4-205

42x28

10x8

VAV-5-203

26

x8

26x8 EA DN

VAV-4-213

36X18 EA DN

56x18

60x30

82x18 92x18

PROVIDE NEW KITCHEN EXHAUST FAN EF-2

CONNECT TO EXISTING DUCT

14x8

VAV-4-205

VAV-4-206

VAV-4-215

VAV-4-207

VAV-4-208

VAV-4-213

VAV-4-214

VAV-4-212

VAV-5-204

VAV-4-209

VAV-4-210VAV-4-211

VAV-5-203

VAV-5-202

VAV-5-201

32

x1

22

4x1

2

14x12

CD-1

10/300(TYP.9)

RG-1

RG-1

RG-1

RG-1

RG-1

RG-1RG-1

RG-1

24x24 TD

32x26 TD

20x12 TD

CD-1

8/205(TYP.9)

12x10

18

x1

2

16x1210x10

22x14

16x12

10x10

CD-1

8/245

CD-1

8/245

24x12

RG-1 RG-1 RG-1 RG-1 RG-1RG-1 RG-122x12

20x14

26

x1

4

14x12

CD-1

10/295(TYP.9)

CD-1

10/265(TYP.9)

26

x1

4

CD-1

10/275(TYP.9)

18

x1

4

24

x1

0

CD-1

8/240(TYP.6)

10x8

CD-1

8/170

CD-1

8/170

SG-1

30x18/1940

SG-1

30x12/1285

CD-1

6/50

12x10

RG-1

RG-2

12x6/240

10x8 TD

RG-1

CD-1

8/240

SG-1

12x8/240

12x8

CD-1

8/180

CD-1

8/180

CD-1

8/180

CD-1

8/180

10x10

SG-1

8x8/210

RG-2

8x8/210

CD-1

8/200

CD-1

6/150

10x8

CD-1

8/180

VAV-5-202

CD-1

8/250

CD-1

8/250

RG-1RG-1

10x8 TD

10x8 TD

8x8

EG-1

6x6/50

EG-1

8x6/150

EG-1

8x6/150EG-1

8x6/150

EG-1

8x6/150

12x10

34x18

24x24 TD

24x10

8x8

8x8

18x10

26x8

12x12

16x14

D

26

x1

2

D24

x1

2

CD-1

6/240 D

R

D

R

R

R

R50x14

R

D

R

D

RR

R

D

R

CD-1

8/215(TYP.9)

D

R CD-1

10/300

32x12

14x12

R

10x10

42x28 EA UP

PHASING KEYNOTES:

1. RESTROOMS EXHAUST DUCT AND FAN SHALL BE INSTALLED PRIOR TO INSTALLING NEW SUPPLY AND RETURN DUCT.

2. CONNECT NEW DUCTWORK WITH THE EXISTING DUCT IN SHAFT, WHICH IS SERVING FIRST FLOOR, DURING SR-6 PER THE ARCHITECTURAL SCOPE SEQUENCING PLANS.

#

COORDINATE REPLACEMENT OF FAN WITH THE CAMPUS DINING SERVICES.

8x8

RG-1

1

1

2

2

2

VAV-4-212

EG-1

8x6/50

RG-1

COORDINATE WITH STRUCTURAL HANGERS. ROUTE IN BETWEEN TWO HANGERS. REFER TO STRUCTURAL PLAN FOR MORE INFOMRATION.

CD-1

8/205

2

PROVIDE ACCESS PANEL IN CEILING. COORDINATE WITH ARCHITECT

44

x1

6

44x16 RA UP

BALANCE FOR 450 CFM

30x10

30x8

14x128x6

RG-2

30x18/1940

RG-2

30x12/1240

2

Project Number:

Drawn By:

Issue Date:

Sheet Number:

Sheet Title:

Project Title:

Professional Seal:

Project Team:

Se

co

nd

Flo

or

Re

no

vatio

ns a

nd

D

efe

rred

Main

ten

an

ce



Office:


pf


MU

Pro

ject

#C

P1

51

70

1

12/8

/201

7 5

:20

:41

PM

C:\

Re

vit Lo

ca

l F

iles\

ME

PT

17

_0

01

50

29

0.0

1_M

U M

em

oria

l S

tud

en

t U

nio

n_C

en

tral_

mis

hra

as@

kjw

w.c

om

.rvt

16253

ASHMIS

SECOND FLOOR PLAN -NORTH WING - VENTILATION

MV102N

518

Hitt

Str

eet,

Co

lum

bia

, M

O

Mem

orial S

tud

en

t U

nio

n

11.16.17

319 N. 4th Street

St. Louis, MO 63102314-231-5700314-231-0816




StructuralEngineer

MPFP Engineer

ElectricalEngineer

Suite 1000

LG

A2.5

NO R

HT

1/8" = 1'-0"1SECOND FLOOR PLAN - NORTH WING - VENTILATION


0 1 2 3


PROJECT #


00150290.01

GENERAL NOTES :

1. REFER TO ELECTRICAL POWER DRAWING FOR OCCUPENCY SENSORS LOCATION.


1 ADDENDUM 1 11/27/2017

2 ADDENDUM 2 12/08/2017

T

T

A B C D E F G H J K

1

2

3

4

5

6

7

8

9

10

11

N303Mechanical

10.5

N304Attic Storage

SN300EStairs

N302AElev Lobby

N302BElev. Eq.

34

x1

8

58

x2

6 60

x3

6

58x2658x26

60

x3

6

58

x3

6

60x40

60

x3

0

34x18 RA DN

60x36 SA DN

58x26 RA DN

58x36 RA DN

60x30 SA DN

26x16

ROUTE DUCT APPROXIMATELY 36" ABOVE ROOF LEVEL.

ROUTE DUCT APPROXIMATELY AT 10'-6" ABOVE ROOF LEVEL.

ROUTE DUCT ABOVE DOOR AT 10"-10" CLOSE TO THE WALL.

SPACE FOR FUTURE AHU

1

MP400


ROUTE DUCT APPROXIMATELY 36" ABOVE ROOF LEVEL

2 2

1

PROVIDE BIRD SCREEN

CONSTRUCT A OUTLET PLENUM BOX TO KEEP THE WATER AND DEBRIS OUT OF THE FAN.

DUCT ANGLE DOWN.

PROVIDE BIRD SCREEN

CONSTRUCT A OUTLET PLENUM BOX TO KEEP THE WATER AND DEBRIS OUT OF THE FAN.

DUCT ANGLE DOWN.

REF-1

58x36

60x34

60

x3

4

REF-2

60x36

46

x3

4

60

x4

0


44x18


ROUTE DUCT APPROXIMATELY 36" ABOVE ROOF LEVEL.

1

1

1

1

DS-3

DS-4

EXISTING TOWER

FLOOD LIGHT

EXISTING TOWER

FLOOD LIGHT

2

MOD-6

MOD-5

Project Number:

Drawn By:

Issue Date:

Sheet Number:

Sheet Title:

Project Title:

Professional Seal:

Project Team:

Se

co

nd

Flo

or

Re

no

vatio

ns a

nd

D

efe

rred

Main

ten

an

ce



Office:


pf


MU

Pro

ject

#C

P1

51

70

1

12/8

/201

7 5

:20

:44

PM

C:\

Re

vit Lo

ca

l F

iles\

ME

PT

17

_0

01

50

29

0.0

1_M

U M

em

oria

l S

tud

en

t U

nio

n_C

en

tral_

mis

hra

as@

kjw

w.c

om

.rvt

16253

ASHMIS

ATTIC FLOOR PLAN - NORTHWING - VENTILATION

MV103N

518

Hitt

Str

eet,

Co

lum

bia

, M

O

Mem

orial S

tud

en

t U

nio

n

11.16.17

319 N. 4th Street

St. Louis, MO 63102314-231-5700314-231-0816




StructuralEngineer

MPFP Engineer

ElectricalEngineer

Suite 1000

LG

A2.5

NO R

HT

1/8" = 1'-0"1ATTIC FLOOR PLAN - NORTH WING - VENTILATION

PHASINGKEYNOTES:

1. INSTALL NEW DUCTWORK DURING SR-6 PER THE ARCHITECTURAL SCOPE SEQUENCING PLANS.

2. INSTALL NEW AHU IN THE ATTIC DURING SR-7 PER THE ARCHITECTURAL SCOPE SEQUENCING PLANS. .

#


0 1 2 3


PROJECT #


00150290.01

GENERAL NOTES:

1. ALL DUCTWORK EXPOSED ON ROOF SHALL BE KOOL DUCT


1 ADDENDUM 1 11/27/2017

2 ADDENDUM 2 12/08/2017

Project Number:

Drawn By:

Issue Date:

Sheet Number:

Sheet Title:

Project Title:

Professional Seal:

Project Team:

Se

co

nd

Flo

or

Re

no

vatio

ns a

nd

D

efe

rred

Main

ten

an

ce



Office:


pf


MU

Pro

ject

#C

P1

51

70

1

12/8

/201

7 5

:20

:50

PM

C:\

Re

vit Lo

ca

l F

iles\

ME

PT

17

_0

01

50

29

0.0

1_M

U M

em

oria

l S

tud

en

t U

nio

n_C

en

tral_

mis

hra

as@

kjw

w.c

om

.rvt

16253

ASHMIS

VENTILATION SCHEDULES

MV601

518

Hitt

Str

eet,

Co

lum

bia

, M

O

Mem

orial S

tud

en

t U

nio

n

11.16.17

319 N. 4th Street

St. Louis, MO 63102314-231-5700314-231-0816




StructuralEngineer

MPFP Engineer

ElectricalEngineer

Suite 1000

LG

A2.5

GRILLES REGISTERS & DIFFUSERS SCHEDULE

TAGNAME MATERIAL CONFIGURATION

MARGIN(NOTE 1)

INLET SIZE(IN.) (NOTE 2)

FACE SIZE(IN.)

VOLUMEDAMPER

REQUIRED FINISH MANUFACTURER MODEL NOTES

CD-1 STEEL PANEL FACE LAY-IN SEE DWG. 24x24 NO WHITE TITUS OMNI

EG-1 STEEL 35 DEGREEDEFLECTION

1 1/4" SEE DWG. INLET +2 YES WHITE TITUS 350R

EG-2 STEEL PANEL FACE LAY-IN SEE DWG. 24x24 NO WHITE TITUS OMNI

RG-1 ALUMINUM EGGCRATE LAY-IN NA 24x24 NO WHITE TITUS 50F

RG-2 STEEL 35 DEGREEDEFLECTION

1 1/4" SEE DWG. INLET +2 NO WHITE TITUS 350R

SG-1 STEEL DOUBLE DEFLECTION 1 1/4" SEE DWG. INLET +2 NO WHITE TITUS 300R FRONT BLADES VERTICAL UNLESS NOTED OTHERWISE

AIR HANDLING SCHEDULE

TAGNAME

AREASERVED

SUPPLY FAN

MINIMUMOUTSIDE AIR

CFMHEATING

CFM VOLTAGE PHASESMCA(A)

HEATING COIL - WATER COOLING COIL FILTER

MANUFACTURER MODEL REMARKCFMEXT.S.P. TYPE

RPM(NOTE D)

BHP(NOTE E)

MHP(NOTE E)

DISCONNECTCONTROLLER/

STARTER SOUND (DB)

EAT°F LAT °F

EWT°F

LWT°F GPM MBH

MAX.A.P.D.

IN. W.C.

W.P.D.FEETHEAD

EATDB °F

EATWB°F

LATDB °F

LATWB °F

EWT°F

LWT°F GPM

TOTALMBH

MAX.A.P.D.

IN. W.C.

W.P.D.FEETHEAD

PRE-FILTER FINAL-FILTER

BY(NOTE A)

TYPE(NOTE B)

BY(NOTE A)

TYPE(NOTE C) 63 HZ

125HZ

250HZ

500HZ

1 KHZ

2 KHZ

4 KHZ

8 KHZ TYPE

PRESSUREDROP TYPE

PRESSUREDROP

AHU-4 LEVEL 1& 2 32000 5.0 BAI 1233 51 60 EC NF EC VFD 102 100 102 100 98 93 90 81 7500 14,730 460 3 90 18.0 55.0 180 140 21.5 430 0.013 1.3 80.0 67.0 53.0 52.9 46 60 188.8 1322 0.6 13.5 MERV8 0.590 MERV12 0.717 Trane CLIMATE CHANGER, 80 NOTE 1, 2, 3 & 4

AHU-5 LEVEL 1 & 2 27000 5.2 BAI 1426 46.2 50 EC NF EC VFD 100 97 102 96 94 89 85 77 7755 15,765 460 3 73.75 6.0 55.0 180 140 24.0 480 0.013 1.5 81.0 67.5 53.0 52.9 46 60 171.0 1199 0.6 14.1 MERV8 0.610 MERV12 0.733 Trane CLIMATE CHANGER, 66 NOTE 1, 2, 3 & 4

FAN SCHEDULE

TAG NAME AREA SERVED CFMS.P. IN.

W.C.WHEEL DIA.

INCHESFAN RPM(NOTE F)

DRIVETYPE

MAX. AMCASONES

BACKDRAFTDAMPER TYPE

CURB TYPE(NOTE G)

ELECTRICAL

MANUFACTURER MODEL NOTESBHP MHP VOLTAGE PHASES

DISCONNECT CONTROLLER/ STARTER

BY (NOTE A) TYPE (NOTE B) BY (NOTE A) TYPE (NOTE C)

EF-1 REST ROOM 3100 0.75 16.5 1439 DIRECT 19.4 MOTORIZED MFR 0.965 1.5 460 3 MFR NF EC FV COOK SQN-B

EF-2 FIRST FLOOR KITCHEN 6000 1.20 27 746 BELT 13.3 MOTORIZED MFR 1.2 2 460 3 MFR NF EC FV COOK CPA NOTE 2

REF-1 AHU-1 30500 2.50 49 594 BELT 23 NA NA 18 20 460 3 MFR NF EC VFD COOK CPA

REF-2 AHU-2 19700 2.60 40.2 721 BELT 22 NA NA 11.8 15 460 3 MFR NF EC VFD COOK CPA

TERMINAL AIR BOX SCHEDULE - SINGLE DUCT

TAG NAME AREA SERVED

CFM HEATING COIL (NOTES 5, 6)

MIN. INLETSIZE (IN.) DIA.

MIN. INLET SIZE (IN.)

CONTROLTYPE MANUFACTURER

MODEL(NOTES 1, 2) NOTES

COOLINGMAX.

HEATINGMAX. MIN. EAT °F LAT °F EWT °F LWT °F # ROWS

MAX.GPM WIDTH HEIGHT

VAV-4-111 LOUNGE 1105 1105 340 55.0 95.0 185 128 2 2.1 6" NOTE 3 TITUS DESV NOTES 1, 2, 7

VAV-4-112A STOTLER LOUNGEN103

1380 800 455 55.0 95.0 180 128 2 1.3 12" NOTE 3 TITUS DESV NOTES 1, 2, 7

VAV-4-112B STOTLER LOUNGEN103


VAV-4-112C STOTLER LOUNGEN103


VAV-4-113A STOTLER LOUNGEN103A


VAV-4-113B STOTLER LOUNGEN103A


VAV-4-113C STOTLER LOUNGEN103A


VAV-4-205 01 MTG ROOM 2660 1125 580 55.0 95.0 180 123 1 2.6 16" NOTE 3 TITUS DESV NOTES 1, 2, 8







VAV-4-212 ELEC AV 1940 0 230 55.0 55.0 0 0 0 0.0 14" NOTE 3 TITUS DESV NOTES 1, 2

VAV-4-213 IT 1285 0 230 55.0 55.0 0 0 0 0.0 12" NOTE 3 TITUS DESV NOTES 1, 2

VAV-4-214 LOBBY 630 630 340 55.0 95.0 180 136 2 1.8 8" NOTE 3 TITUS DESV NOTES 1, 2

VAV-4-215 CORRIDOR 1190 1190 615 55.0 95.0 180 136 2 2.3 10" NOTE 3 TITUS DESV NOTES 1, 2

VAV-4-301 ATTIC 3200 0 1400 55.0 55.0 0 0.0 24 16 NOTE 3 TITUS DESV NOTES 1, 2

VAV-5-101 SEATING 4720 4535 1400 55.0 95.0 180 121 3 6.8 24 16 NOTE 3 TITUS DESV NOTES 1, 2

VAV-5-102 MGR OFFICE 1055 1055 625 55.0 95.0 180 124 2 1.9 10" NOTE 3 TITUS DESV NOTES 1, 2

VAV-5-103 STARBUCKS 1620 450 450 55.0 95.0 180 131 1 0.7 24 16 NOTE 3 TITUS DESV NOTES 1, 2

VAV-5-104 ASST MGR OFFICE 1320 985 910 55.0 95.0 180 132 2 1.8 10" NOTE 3 TITUS DESV NOTES 1, 2

VAV-5-105A KITCHEN 2216 738 738 55.0 95.0 180 132 1 1.3 12" NOTE 3 TITUS DESV NOTES 1, 2

VAV-5-105B KITCHEN 2216 738 738 55.0 95.0 180 122 1 1.3 12" NOTE 3 TITUS DESV NOTES 1, 2

VAV-5-106 DINING 2500 580 580 55.0 95.0 180 122 1 0.9 24 16 NOTE 3 TITUS DESV NOTES 1, 2



VAV-5-109 STAFF OFFICE 2100 2100 450 55.0 95.0 180 126 2 3.6 16" NOTE 3 TITUS DESV NOTES 1, 2


VAV-5-201 08 MTG ROOM 990 365 240 55.0 95.0 180 148 2 0.5 10" NOTE 3 TITUS DESV NOTES 1, 2

VAV-5-202 09 MTG ROOM 295 165 165 55.0 95.0 185 125 1 0.5 6" NOTE 3 TITUS DESV NOTES 1, 2

VAV-5-203 STORAGE 315 305 185 55.0 95.0 185 140 2 0.5 6" NOTE 3 TITUS DESV NOTES 1, 2


INTAKE HOOD SCHEDULE

TAGNAME

AREASERVED CFM

THROAT SIZE THROATVELOCITY

(FPM)

STATICPRESSURE

DROP CONFIGURATION

MAX. HEIGHT (TOP OFCURB TO TOP OF

EQUIP.)CURBTYPE MANUFACTURER MODEL

WIDTH(INCH)

LENGTH(INCH)

IAH-1 AHU-1&2 59000 72 108 1065 0.14 GRAVITY HOOD 36 MFR Greenheck FGI

G. CURB TYPE:MFR = STANDARD CURB BY MANUFACTURERGC = BY GENERAL CONTRACTORSAC = SOUND ATTENUATOR CURB

F. MUST BE WITHIN +/- 10% OF SCHEDULED RPM.

E. NO EQUIPMENT SHALL BE SELECTED ABOVE 90% OF MOTOR NAMEPLATE RATING.

D. FAN RPM SHALL NOT EXCEED 110% OF SCHEDULED VALUE, WITHTHE SCHEDULED WHEEL TYPE.

C. CONTROLLER STARTER TYPE:FV = FULL VOLTAGEWYE = WYE-DELTASS = SOLID STATE (SOFT START)MS = MANUAL STARTERVFD = VARIABLE FREQUENCY DRIVEVFD/B = VARIABLE FREQUENCY DRIVE WITH BYPASS

B. DISCONNECT TYPE:F = FUSEDNF = NON-FUSED

A. DISCONNECT AND CONTROLLER STARTER FURNISHED ANDINSTALLED BY:MFR = MANUFACTUREREC = ELECTRICAL CONTRACTOR.MC = FURNISHED BY MECHANICAL CONTRACTOR, INSTALLED BYELECTRICAL CONTRACTOR.MFR/EC = FURNISHED LOOSE BY MANUFACTURER INSTALLED BYELECTRICAL CONTRACTOR....

SCHEDULE GENERAL NOTES:

NOTES: 1) PROVIDE SHAFT GROUNDING AS REQUIRED IN THE MOTOR SPECIFICATION 23 05 13. 2) BHP LISTED IS TOTAL FOR THE UNIT .3) MHP LISTED IS TOTAL FOR THE UNIT. 4) SEE SPECIFICATION SECTION 23 05 48 FOR VIBRATION ISOLATION SCHEDULE.5) COOLING COIL SHALL BE MAXIMUM 8 ROWS AND 120 FINS PER FOOT, AND SHALL HAVE STAINLESS STEEL COIL CASING AND DRAIN PAN.6) HEATING COIL SHALL BE MAXIMUM 8 ROWS AND 120 FINS PER FOOT.

NOTES: 1) PROVIDE SHAFT GROUNDING AS REQUIRED IN THE MOTOR SPECIFICATION 23 05 13.2) PROVIDE ECM MOTOR.

NOTES: 1) NEITHER RADIATED NOR DISCHARGE SOUND LEVELS SHALL EXCEED NC 35 AT 1.5" INLET STATIC PRESSURE WHEN TESTED PER AHRI STANDARD 885-2008 USING 5/8" 20-LB DENSITY MINERAL FIBER CEILING TILE. 2) TOTAL AIR PRESSURE DROP OF TAB AND REHEAT COIL SHALL NOT EXCEED 0.50" WC. 3) SEE SPECIFICATION SECTION 23 09 00 FOR DESCRIPTION OF CONTROL TYPE. 4) SENSOR TYPES: 1 - SENSOR ONLY, 2 - SENSOR WITH ADJUSTMENT, 3 - SENSOR WITH OVERRIDE, 4 - SENSOR WITH ADJUSTMENT AND OVERRIDE. 5) HEATING COIL IS BASED ON HEATING AIR FLOW. WATER PRESSURE DROP OF REHEAT COILS SHALL NOT EXCEED 5'. PROVIDE REHEAT COILS SEPARATE FROM BOXES IF REQUIRED TO MEET WATER PRESSURE DROP REQUIREMENTS. WHEN LAT °F, EWT °F, AND GPM VALUES ARE BLANK, HEATING COIL IS NOT REQUIRED FOR TAB. 6) HEATING COIL SELECTION SHALL BE BASED ON A FIXED LEAVING AIR TEMPERATURE AND VARIABLE FLOW (GPM). PROVIDE FINAL MAXIMUM FLOW RATE (GPM) TO TEST & BALANCE TERMPERATURE CONTROLS CONTRACTORS.7) THIS VAV HAS OCCUPANCY SENSOR IN ROOM.8) THIS VAV HAS CO2 SENSOR IN ROOM.

NOTES: 1) CONTRACTOR SHALL DETERMINE PROPER MARGIN STYLE TO MATCH CEILING CONSTRUCTION. 2) ALL RUN OUT DUCTWORK TO DIFFUSERS SHALL BE NECK SIZE UNLESS OTHERWISE NOTED. 3) 20x20 GRILLE WITH LAY-IN BORDER FOR 24X24 GRID. PROVIDE W/ 6" DEEP SQUARE PLENUM

BLOWER COIL UNIT SCHEDULE - HYDRONIC

TAGNAME AREA SERVED CFM

EXT.S.P. INW.C.

EAT COOLING COIL HEATING COIL ELECTRICAL

MANUFACTURER MODEL NOTESDB °F WB °FTOTALMBH

SENSIBLEMBH GPM EWT °F LWT °F

W.P.D.FT. HD

TOTALMBH GPM EWT °F

W.P.D.FT. HD HP VOLTAGE PHASES


STARTER

BY (NOTE A) TYPE (NOTE B) TYPE (NOTE A)

BCU-B01 SUB BASEMENT MECHANICALAND ELECTRICAL ROOM

2400 0.2 75.0 62.5 52 52 7.5 46 60 4.30 0 0.0 0 0.0 1 208 3 EC - MFR TRANE BCHD

BCU-B02 SUB- BASEMENT 1400 0.3 75.0 62.5 31 31 4.5 46 60 2.66 40 1.9 180 0.06 0.5 208 3 EC - MFR TRANE BCHD

MOTOR OPERATED DAMPER SCHEDULETAG

NAMEAREA

SERVED

SIZE CFM BLADECONFIGURATION BLADE ORIENTATION INSULATED

ACTUATOR TYPE(NOTE 1) ACTUATOR STYLE

POWER FAILUREPOSITION

POSITIVE POSITIONFEEDBACK REQUIRED NOTESWIDTH HEIGHT MAX. MIN.

MOD-1 AHU-4 82 24 24500 0 OPPOSED HORIZONTAL Yes ELECTRIC PROPORTIONALPOSITION

NORMALLY CLOSED Yes AT OUTSIDE AIR DUCT







MOD-5 AHU-4 60 34 30500 0 OPPOSED HORIZONTAL Yes ELECTRIC TWO POSITION NORMALLY CLOSED Yes AT RELIEF DUCT

MOD-6 AHU-5 46 34 19700 0 OPPOSED HORIZONTAL Yes ELECTRIC TWO POSITION NORMALLY CLOSED Yes AT RELIEF DUCT

MOD-7 EF-1 14 22 3100 0 OPPOSED VERTICAL No ELECTRIC TWO POSITION NORMALLY CLOSED Yes AT EXHAUST FAN

NOTES: 1) COORDINATE DAMPER ACTUATOR LOCATION AND MOUNTING REQUIREMENTS WITH TEMPERATURE CONTROL CONTRACTOR.


0 1 2 3


PROJECT #


00150290.01

CONDENSING UNIT SCHEDULE

TAG NAME AREA SERVEDNOMINAL

DESIGN TONS REFRIGERANTAMBIENTTEMP °F

ELECTRICAL

MANUFACTURERMODEL

(NOTE 1)VOLTAGE PHASES RLA MCA MOCP


STARTER

BY (NOTEA)

TYPE (NOTEB) BY (NOTE A)

CU-1 ELEVATORMACHINE ROOM

2 R-410A 95.0 208 1 10.3 17 20 MFR F MFR DAIKIN RZQ24PVJU

SPLIT SYSTEM UNIT SCHEDULE

TAG NAME AREA SERVED

INDOOR UNIT

CFM MCA VOLTAGE PHASECOOLING

MBH MANUFACTURER

SSU-1 ELEVATOR MACHINE ROOM 635 0.6 208 1 24 DAIKIN

CABINET HEATER SCHEDULE - HOT WATER

TAG NAME AREA SERVED CONFIGURATIONNOMINAL

CFM MBH GPMEWT

°FLWT°F

MAX W.P.D.FT. HD

CONTROLTYPE

CABINET (NOTE 1) ELECTRICAL

MANUFACTURER MODEL NOTESHEIGHT WIDTH DEPTH FAN HP RPM VOLTAGE PHASES


STARTER

BY (NOTE A) TYPE (NOTE B) BY (NOTE A)

CUH-1 VESTIBULE VN-105 HORIZONTALRECESSED

800 80 2.7 180 140 1.28 T STAT 10" 78" 30" 0.22 1094 120 1 MFR NF MFR TRANE FFEB12 NOTES 1

UNIT HEATER SCHEDULE - HOT WATER

TAGNAME AREA SERVED CONFIGURATION CFM MBH GPM EWT °F LWT °F

W.P.D.FT.

HEAD

ELECTRICAL

MANUFACTURER MODELHP RPM VOLTAGE PHASES


STARTER

BY(NOTE A)

TYPE(NOTE B) BY (NOTE A)

UH-301 ATTIC HORIZONTAL 2600 81 4.5 180 140 0.53 0.33 1140 115 1 EC - MFR TRANE S-156

UH-302 ATTIC HORIZONTAL 1400 40 2.8 180 140 0.29 0.08 1000 115 1 EC - MFR TRANE S-96

NOTES:1) COORDINATE COLOR SELECTION WITH ARCHITECT. 2) PROVIDE FRONT DUCT COLLAR OUTLET AND BOTTOM STAMPED LOUVER INLET3) CONNECT TO METASYS. REFER TO DETAIL 4/M701.

NOTES:1) SINGLE POINT POWER CONNECTION UNIT.

NOTES:1) CONNECT TO METASYS, REFER TO DETAIL 4/M701.

NOTES:1) UNIT NEEDS TO BE CONTROLLED BY METASYS..

NOTES: 1. PRESSURE DROP VALUES LISTED ARE PER ASTM E477-99 TEST PROCEDURE AND DO NOT INCLUDE SYSTEM EFFECTS. 2. WITH FIBERGLASS CLOTH SEPARATING MEDIA FROM AIRSTREAM. 3. SILENCER SHALL BE CONSTRUCTED TO KEEP THE BREAKOUT NOISE CONTRIBUTION TO THE AFFECTED ROOM BELOW 40

Dba. SILENCER SHALL BE FACTORY MANUFACTURED AND ALL EXPOSED SURFACES SHALL BE SHEETMETAL (EXCEPT FOR SPECIFIED EXTERNAL DUCT INSULATION FOR UNITS THAT DO REQUIRE DUAL-WALL CONSTRUCTION.)

DUCT SILENCER SCHEDULE

TAGNAME

AREASERVED

DIMENSIONS (INCHES)

CFMVELOCITY

(FPM)

MAX. S.P.DROP IN. W.C.

(NOTE 1)

ACOUSTICAL PERFORMANCE AT +1000 FPM

MANUFACTURER MODEL NOTESWIDTH HEIGHT LENGTH

MINIMUM DYNAMIC INSERTION LOSS IN DB

OCTAVE BAND CENTER FREQUENCY

63 125 250 500 1000 2000 4000 8000

DS-1 AHU-4 58 36 48 24500 2000 0.16 4 7 11 16 14 14 11 8 VIBRO ACOUSTICS RD-UHV-F1-L21068 NOTE 1,2,3

DS-2 AHU-5 58 26 48 19500 2000 0.16 4 7 11 16 14 14 11 8 VIBRO ACOUSTICS RD-UHV-F1-L21068 NOTE 1,2,3

DS-3 AHU-4 60 40 84 32000 1920 0.23 9 10 13 24 27 27 20 18 VIBRO ACOUSTICS RED-UHV-F1-L21068 NOTE 1,2,3

DS-4 AHU-5 60 36 84 27000 1800 0.20 9 10 13 24 27 27 20 18 VIBRO ACOUSTICS RED-UHV-F1-L21068 NOTE 1,2,3


1 ADDENDUM 1 11/27/2017

2 ADDENDUM 2 12/08/2017

2

2

NA NA NA NA

2

1. ASC CONTROLLERS ARE SUPPLIED BY OWNER AND MOUNTED BY

CONTRACTOR.

2. KEEP ALL LOW VOLTAGE CONTROL WIRING ( UNDER 25V) AND LOW

VOLTAGE POWER WIRING (OVER 25V) SEPARATED. (RUN IN

SEPARATE CONDUIT).

3. 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.

4'x4'x3/4" PLYWOOD (MIN)(PAINT FRONT AND

ENDS MACHINE GRAY.)

1-1/2" UNISTRUTCHANNEL (2)

6" x 6" WIRE TROUGH

3/4" CONDUIT

120 VAC INPUT POWER

DEDICATED 15A CIRCUIT

1" CONDUITMINIMUM

I/O

6"x6" WIRETROUGH


4'x4'x3/4" PLYWOOD (MIN)(PAINT FRONT AND ENDSMACHINE GRAY)

3/4" CONDUIT

4/0 BOX WITHPULL CHAIN. 18WLED WITH GUARD.

ASC ASC

BY DIVISION 16

2" MIN. CONDUIT (2)

POSTBASE (2)

BRACEFITTING (2)

NOTES:

FRONT VIEW SIDE VIEW

EXP.ANCHORS

3' MIN DISTANCE

3'-6

" T

YP

ICA

L

FLOORFLOOR

OPTIONAL FLOORMOUNT

WA

LL

EF M

EXHAUSTAIR

EF

-S

601

ST/ECM

EF

-C

602

EF

-O

603

ME

TA

SY

S (

HS

-A)

RF VFD

METASYS (RF-C)

R4RRF-C

METASYS (RF-O)R4RR1R

24 VAC

METASYS (SF-C)

VFDO2A-O2B

CONTACTS ON R3

METASYS(SF-S)

METASYS(LT-A)

METASYS(HS-A)

FREEZE STATAUX CONTACTS

CONTACTS R5

R3STATUSRELAY

R2RSF-C

DMPRELAY

CONTACTSON R3

R1R

HTGRELAY

FACONTACTS R5

R6

24 VAC

F-CC

ST-CC

OUT2B

OUT2A

STATUS

R5 HSRELAY

HIGHSTATICSWITCH

V1-11CC

METASYS (RF-S)

O2A AND O2BON VFD

SF VFD

METASYS (SF-O)

R2RR1R

F-CC

ST-CC

OUT2B

OUT2A

STATUS

V1-11CCSF-SAFTEY

LT-A R6LT-A

RELAY

LOCATE DPT AS SHOWNON MECH PLANS

J-BOX12 X 12 X 6

BY TCC

REQUIRED POWER

SPACEROUTE TO

DAMPENER

DPT

H L

ROOF

OA PRESSURESTATION

FC COMMUNICATION BUSWIRE DAISY CHAINED TOPREVIOUS VMA CNTRLR

LOW VOLTAGEWIRE

AIR FLOWMEASURING

TAPS

AIR IN

FC COMMUNICATION BUSWIRE DAISY CHAINED TONEXT VMA CONTROLLER

DDC VMA

CONTROLLER

AIR VALVEDAMPER

NETWORKSENSOR

T

M

1. 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.

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

SERIES.

3. 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.

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

5. VAV SUPPLY TEMP SENSOR 1000 OHM PLATINUM RTD LOCATED APPROX. 8 FT. FROM VAV BOX DISCHARGE. PROVIDED,

INSTALLED, & WIRED TO CONTROLLER BY CONTRACTOR.

6. FUSE LOCATED WITHIN 2 FT. OF VMA CONTROLLER.

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

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

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

NOTED, ALL CONTROL WORK SHALL BE BY CONTRACTOR.

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

1.

2.

SA BUSWIRE

SUPPLY AIRSENSOR

AIR OUT

KEYNOTES:

NOTES:

FC COMMUNICATION BUSWIRE DAISY CHAINED TOPREVIOUS VAV CNTRLR

LOW VOLTAGEWIRE

AIR FLOWMEASURING

TAPS

AIR IN

FC COMMUNICATION BUSWIRE DAISY CHAINED TONEXT VAV CONTROLLER

DDC VMA

CONTROLLER

HWR HWS

SUPPLY AIRSENSOR

AIR OUT

AIR VALVEDAMPER

NETWORKSENSOR

T

M

SA BUSWIRE

S

OCCUPANCYSENSOR

1. 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.

2. ZONE SENSOR WILL BE FURNISHED BY OWNER & INSTALLED BY CONTRACTOR. ZONE SENSOR WILL BE JCI NC SERIES.

3. 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.

4. INSTALLATION OF OCC SENSOR IS WORK OF DIVISION 26, SEE E-SERIES SHEETS FOR FINAL LOCATIONS. A CONTROL

CIRCUIT SHALL BE CONNECTED TO ALL 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 UNIT WITHIN THAT SPACE. ALL

SENSORS SHALL BE WIRED IN PARALLEL.

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

6. VAV SUPPLY TEMP SENSOR 1000 OHM PLATINUM RTD LOCATED APPROX. 8 FT. FROM VAV BOX DISCHARGE.

7. FUSE LOCATED WITHIN 2FT. OF VMA CONTROLLER.

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

9. JOHNSON VG1000 FORGED BRASS VALVE WITH PROPORTIONAL 0-10 VOLT ACTUATOR OR EQUIVILENT

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

11. PERIMETER HEAT CONNECT TO ALL VALVES IN AREA SERVED BY VAV BOX AND COORDINATE WITH OWNER PROVIDED

SIGNAL AMPLIFIER AS REQUIRED.

12. CO2 SENSOR. SEE PLANS FOR LOCATIONS.

ELECTRICACTUATOR

1. VMA TERMINAL INCLUDES CONSTANT VOLUME (CV) UNITS & VARIABLE AIR VOLUME (VAV) UNITS. UNLESS

OTHERWISE NOTED, ALL CONTROL WORK SHALL BE BY CONTRACTOR.

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

NC

CO2

CO2SENSOR

KEYED NOTES:

NOTES:

EXTEND 3/4" PLYWOOD 6" WIDERTHAN VFD ON BOTH SIDES

SIZE FOR MOTOR LOADPOWER REQUIREMENTS

3/4" PLYWOOD PAINT BOTHSIDES & ENDS MACHINE GRAY

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

2. KEEP ALL LOW VOLTAGE CONTROL WIRING (UNDER 25V) AND HIGH VOLTAGE POWER

WIRING (OVER 25V) SEPARATED. (RUN IN SEPARATE CONDUIT).

3. PLYWOOD SIZE IS BASED ON ONE VFD IN EACH LOCATION. FOR MULTIPLE VFD'S,

COORDINATE WITH OWNER'S REPRESENTATIVE.

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

5. INSTALL ISO TRANSFORMER IF REQUIRED.

6. DO NOT PLACE ISO TRANSFORMER BELOW VFD.

7. IF REMOTE SERVICE DISCONNECT IS REQUIRED IT MUST BE HARDWIRED TO VFD SAFTEY

CIRCUIT TO SHUT DOWN DRIVE IF DISCONNECT IS OPENED.

FLOOR


EXTEND 3/4" PLYWOOD1" BELOW BOTTOM OF VFD

SIZE FOR VFD POWERREQUIREMENTS

EXTEND 3/4" PLYWOOD3" ABOVE TOP OF VFD

6" x 6" WIRE TROUGH

3/4" (MIN)

FLOOR

EXP. ANCHORS

CHANNEL (2)1-1/2" UNISTRUT

VFD

WA

LL

3'-6

" T

YP

ICA

L

8"

(MIN

)

VFD

(TYPICAL)

VFDDISCONNECT

TO POWER

DO NOT PLACEISO BELOW VFD

POSTBASE (2)

BRACEFITTING (2)

OPTIONAL FLOOR MOUNT

NOTES:

FRONT VIEW SIDE VIEW

AHU-4 SYSTEM DDC POINTPANEL LOCATION : PENTHOUSE

KEYNOTES:

1. SEE AHU START CIRCUIT DETAIL.2. LOCATE AS SHOWN ON MECH PLANS.3. LOCATE ON NORTH FACE OF BUILDING W/

WEATHER COVER.

GENERAL NOTES

1. SEE SPECIFICATIONS FOR DEVICE SPECIFICATIONS.

2. ANY DEVICE REQUIRING POWER MUST BE POWERED BY CONTRACTOR.

TAG# TYPE POINT NAME DESCRIPTION DEVICE101 AI OA-T OUTSIDE AIR TEMP SOFTWARE POINT102 AI MA-T MIXED AIR TEMP RTD/DUCT AVERAGING103 AI PH-T PREHEAT TEMP RTD/DUCT AVERAGING104 AI CC-T COOLING COIL TEMP RTD/DUCT AVERAGING105 AI SA-T SUPPLY AIR TEMP RTD/DUCT AVERAGING106 AI RA-T RETURN AIR TEMP RTD/DUCT AVERAGING107 AI SF-PRS SUPPLY FAN STATIC PRESS DIFF PRESS TRANSMITTER108 AI OA-F OUTSIDE AIR FLOW AIRFLOW STATION/TRANSMITTER109 AI BLDG-PRS BLDG STATIC PRESS DIFF PRESS TRANSMITTER110 AO MA-D MIXED AIR DAMPER ELECT ACTUATOR W/SPRING RT111 AO SF-O SUP FAN OUTPUT VFD112 AO RLF-O RELIEF FAN OUTPUT VFD113 AO CLG-O COOLING COIL VALVE OUTPUT ELECT ACTUATOR W/SPRING RTN114 AO PHT-O PREHEAT COIL VALVE OUTPUT ELECT ACTUATOR W/SPRING RTN115 BI SF-S SUPPLY FAN STATUS CURRENT SWITCH116 BI RLF-S RELIEF FAN STATUS CURRENT SWITCH117 BI PHP-S PREHEAT PUMP STATUS CURRENT SWITCH118 BI LT-A LOW TEMP ALARM DUCT FREEZE STAT119 BI HS-A DUCT HI STATIC ALARM DUCT DIFF PRESS SWITCHES120 BO SF-C SUPPLY FAN COMMAND CONTROL RELAY121 BO RLF-C RELIEF FAN COMMAND CONTROL RELAY122 BO PHP-C PREHEAT PUMP COMMAND CONTROL RELAY123 AO MIN OA-D MINIMUM OUTSIDE AIR DAMPER ELECT ACTUATOR W/SPRING RTN

1

1

1

1 11

1

2

2

3

SMK

AIR

SUPPLY

SF

-PR

S

107

DPT

CWR

CWS

RA

-T

106

PH

-T

LT

-A

CLG

-O

SF

-C

SF

-S

SF

-O

SA

-T

RELIEFAIR

DM

NO

RETURN

AIR

DPS

119 105113118103 111115120

DM

FILTERS

VFD

HS

-A

SF

35 F

MCO

IL

CO

OLIN

G

NC

NC

OUTSIDE

AIR

114

PH

T-O

117 122

HWS

PH

P-S

HWR

PH

P-C

NO

PR

EH

EA

T

M

CO

IL

SMK

MA

-T

102

AFS

OA

-F

108

BLD

G-P

RS

109

DPT

110

MA

-D

CC

-T

104

DPS

119

HS

-A

DPS

119

HS

-A

RLF

-C

RLF

-S

RLF

-O

112116121

VFD

RLF

M

DM

NC

ES

MIN OAD

ECONOMIZER DAMPER

DM

123

TAG# TYPE POINT NAME DESCRIPTION DEVICE601 BI EF-S EXH FAN STATUS CURRENT SWITCH602 BO EF-C EXH FAN COMMAND CONTROL RELAY603 AO EF-O EXH FAN OUTPUT ECM CONTROLLER

EXHAUST FANS DDC POINT LIST

GENERAL NOTES:

1. CONNECT POINTS TO NEAREST EMCS CONTROLLER.

2. POINT 603 FOR EF-1 ONLY.

DM

2

ES

NC

KEYNOTES:

1. FAN RELAYS AND CONTROL VALVE WIRING SHALL BE CONNNECTED TO A TERMINAL STRIP IN THE FCU AT THE FACTORY.

2. ALL CONDUIT AND WIRING SHALL BE BY CONTRACTOR. WIRING SHALL BE PROVIDED FROM FCU TERMINAL STRIP TO THE THERMOSTAT LOCATION WITH AN EXTRA 4-FOOT LENGTH OF WIRE AT THE THERMOSTAT LOCATION.

3. THERMOSTAT CONTROLLER WILL BE FURNISHED AND INSTALLED BY OWNER. CONTROLLER WILL BE JCI MODEL TEC SERIES. CONTRACTOR SHALL ROUGH-IN CONDUIT AND BOX FOR MOUNTING REMOTELY LOCATED THERMOSTATS. OWNER WILL TERMINATE, PROGRAM, AND COMMISSION CONTROLLER AFTER POWER IS ENERGIZED TO FCU.

4. FC COMMUNICATION BUS WIRE SHALL BE 22 AWG PLENUM RATED, TWISTED SHIELDED, 3 CONDUCTOR. FC BUS TO BE PULLED BY CONTRACTOR AND SHALL BE CONTINUOUS DAISY CHAIN WITHOUT SPLICES. SEE FC LAYOUT DETAIL. LEAVE EXTRA 4-FOOT OF WIRE AT THERMOSTAT LOCATION. LABEL WIRES WITH "IN FROM XXX" OR "OUT FROM XXX", WHERE XXX DESIGNATES THE ROOM NUMBER

5. SERVICE DISCONNECT/SWITCH AND TRANSFORMER PROVIDED AND INSTALLED BY CONTRACTOR.

6. CONDUCTOR 22 GAUGE TWISTED, SHIELDED, STRANDED WIRE

M

XXX XX X X X XX

FAN COIL UNIT (FCU)

FA

N C

OIL

U

NIT

(F

CU

)

4

5

CWR

CWS

1

6

3

TEC

AIR

OU

T

2

R1R 24VAC RIBIUCR2R 24VAC RIBIUCR3 24VAC CONTROL RELAY -2POLER4R 24VAC RIBIUCR5 24VAC CONTROL RELAY -2POLER6 24VAC CONTROL RELAY -2POLEDMP RELAY 24VAC CONTROL RELAY -2POLEHTG RELAY 24VAC CONTROL RELAY -2POLE

DEVICES (SEE SPECS):

GENERAL NOTES:

1. KEEP ALL LOW VOLTAGE CONTROL WIRING

(UNDER 25V) AND LOW VOLTAGE POWER WIRING

(OVER 25V) SEPARATED. (RUN IN SEPARATE

CONDUIT.)2. PROVIDE RELAYS WITH MULTIPLE CONTACTS AS

REQUIRED.

3. ANY DISCONNECT WITH AUX CONTACTS WILL BE

ADDED TO SAFETY CIRCUIT.4. MOUNT R1, R2, AND R4 ON GUTTER UNDER VFD

10

4

12

211

9

6

1

5

79

33

8

Project Number:

Drawn By:

Issue Date:

Sheet Number:

Sheet Title:

Project Title:

Professional Seal:

Project Team:

Se

co

nd

Flo

or

Re

no

vatio

ns a

nd

D

efe

rred

Main

ten

an

ce



Office:


pf


MU

Pro

ject

#C

P1

51

70

1

12/1

4/2

01

79

:51:1

7 P

MC

:\R

evi

t Lo

ca

l F

iles\

ME

PT

17

_0

01

50

29

0.0

1_M

U M

em

oria

l S

tud

en

t U

nio

n_C

en

tral_

mis

hra

as@

kjw

w.c

om

.rvt

16253

ASHMIS

VENTILATION CONTROLS

MV700

518

Hitt

Str

eet,

Co

lum

bia

, M

O

Mem

orial S

tud

en

t U

nio

n

11.16.17

319 N. 4th Street

St. Louis, MO 63102314-231-5700314-231-0816




StructuralEngineer

MPFP Engineer

ElectricalEngineer

Suite 1000

LG

A2.5

NO SCALE1AHU-4 CONTROLS (TYP AHU-5)

NO SCALE2ASC PANEL MOUNTING DETAIL

NO SCALE9EXHAUST FAN CONTROL DETAIL

NO SCALE3BLOWER COIL UNIT DETAIL

NO SCALE6MA VFD START CIRCUIT

NO SCALE5SPACE DIFF PRESSURE TRANSMITTER

NO SCALE8VAV BOX CONTROL DIAGRAM WITHOUT REHEAT

NO SCALE7

VAV BOX CONTROL DIAGRAM WITHREHEAT & PERIM HEAT

NO SCALE4VFD MOUNTUING DETAILS


0 1 2 3


PROJECT #


00150290.01

3

8

4

6

7

3

1

5

2


2 ADDENDUM 2 12/14/2017

2

2

2

SIGNAL TO ASC

LOCATE VENTS AT ALL HIGH POINTS IN TUBING LINES.

DPT MUST BE ACCESSIBLE AND LOCATED 5' ABOVE FLOOR UNLESS

APPROVED BY OWNERS REPRESENTATIVE. SEE MECH. DRAWINGS FOR

LOCATION.

BYPASS VALVE ASSEMBLY TO BE PRE-MANUFACTURED. SEE

SPECIFICATIONS.

ENERGIZE DPT PER MANUFACTURER'S RECOMMENDATIONS TO ENSURE

MEMBRANE IS NOT DAMAGED.

1.

2.

3.

4.

REQUIRED

POWER BY TCC

GAGE COCK(TYPICAL)

VENT

1/2" BALL VALVE

DPT

L

VENT

BYPASS VALVEASSEMBLY

H

VENT

4-20 mA

1/2" NPTTHRED-O-LET

VENT

NOTES:

C/H WATERRETURN PIPE

C/H WATERSUPPLY PIPE

3/8" COPPERTUBING (TYP.)

VAV

AH11HEX3 AH12

VAV

VAV VAV

EXISTHEX1

EXISTNAE16

EXISTN2 BUS

EXISTVAV060

EXISTVAV

EXISTAHU-1

SUB-BASEMENT

BASEMENT

FIRST FLOOR

SECOND FLOOR

ATTIC/PENTHOUSE

NOTES:

1. FC BUS TO BE CONTINUOUS DAISY CHAIN WITHOUT SPLICES. CONNECTIONS CAN BE MADE

AT EQUIPMENT ONLY. SEE PLANS FOR QUANTITY AND LOCATIONS OF VAV/FCU

CONTROLLERS.

2. OWNER WILL MAKE TERMINATION CONNECTIONS AT PANELS. LOCATE PANELS IN SAME

ROOM AS EQUIPMENT SERVED.

3. 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.

4. COORDINATE FIELD ROUTING WITH OWNERS REPRESENTATIVE.

5. EXISTING FC BUS TO BE MODIFIED AS SHOWN. FC BUS TO REMAIN OPERATIONAL

THROUGHOUT CONSTRUCTION. COORDINATE OUTAGES WITH OWNERS REP.

6. EXISTING N2 BUS TO REMAIN OPERATIONAL THROUGHOUT CONSTRUCTION. COORDINATE

OUTAGES AND ROUTING WITH OWNERS REP. REROUTE BUS AS REQUIRED TO REMOVE

FROM REMODELED AREAS.

CWS BCU001

BCU002

OAT HWS-SP

20 180

60 140

THE EMCS SYSTEM WILL START THE LEAD HOT WATER PUMP (HWP1-C) AND OPEN

ITS ISOLATION VALVE (HX1-ISO) WHEN THE OUTSIDE AIR TEMP (OA-T) IS BELOW 85

DEG F. ONCE THE PUMP STATUS (HWP1-S) IS PROVEN, THE STEAM VALVES WILL

MODULATE (HX1-V13 FIRST AND THEN HX1-V23 SECOND) TO MAINTAIN HOT WATER

SUPPLY TEMPERATURE (HWS-T). THE HOT WATER SUPPLY SETPOINT WILL BE

CONTINUOUSLY RESET AS FOLLOWS:

THE EMCS SYSTEM WILL MODULATE THE VFD (HWP-O) OF THE LEAD PUMP TO

MAINTAIN THE DIFFERENTIAL PRESSURE (HW-DP) SETPOINT.

IF THE LEAD PUMP FAILS OR THE LEAD HEAT EXCHANGER CAN NOT MAINTAIN

TEMPERATURE OR PRESSURE, THE LAG HEAT EXCHANGER AND PUMP WILL START

AND CONTROL THE SAME AS THE LEAD SYSTEM.

1. LOCATE DPT AS SHOWN ON PLANS. CONTROL WIRING FROM DPT MUST BE RUN

BACK TO SAME CONTROLLER WITH HOT WATER PUMP SPEED CONTROL

OUTPUT.

HW

S-T

HX-2

POINT NAME

OA-T

HWS-T

HWR-T

HW-DP

HX1-V13

HX1-V23

HX2-V13

HX2-V23

HWP1-O

HWP2-O

HWP1-S

HWP2-S

HWP1-C

HWP2-C

HX1-ISO

HX2-ISO

TYPE

AI

AI

AI

AI

A0

AO

AO

AO

AO

AO

BI

BI

BO

BO

BO

BO

TAG#

501

502

503

504

505

506

507

508

509

510

511

512

513

514

515

516

LPR

LPR

DESCRIPTION

OUTSIDE AIR TEMP

HW SUPPLY TEMPERATURE

HW RETURN TEMPERATURE

HW DIFFERENTIAL PRESSURE

HEX1 1/3 VALVE

HEX1 2/3 VALVE

HEX2 1/3 VALVE

HEX2 2/3 VALVE

HW PUMP 1 OUTPUT

HW PUMP 2 OUTPUT

HW PUMP 1 STATUS

HW PUMP 2 STATUS

HW PUMP 1 COMMAND

HW PUMP 2 COMMAND

HEX 1 ISOLATION VALVE


DEVICE

SOFTWARE

RTD/THERMOWELL

RTD/THERMOWELL

DIFF. PRESS. TRANSMITTER

ELECT ACTUATOR W/SPRG RTN




VFD

VFD

CURRENT SWITCH

CURRENT SWITCH

CONTROL RELAY

CONTROL RELAY

2-POS ELECT ACTUATOR


503

HW

R-T

HW

P1-

O

510

HX-1

LPS

502

HW

P2-

O

509

HWP-1

HW

P1-

S

512

HW

P1-

C

514

HWR

DPT

HW

-DP

504

HWS

HWP-2

HW

P2-

S

511

HW

P2-

C

513

HX1-V23506

LPS

HX2-V23508

HX

2-IS

O

516

HX

1-IS

O

515

2/3 NC

1/3 NC

2/3 NC

VFD

M

M

VFD

1/3 NC

HX1-V13505

HX2-V13507

SEQUENCE OF OPERATION

KEYNOTES:

HOT WATER SYSTEM DDC POINTS LISTPANEL LOCATION: MR1110

OAT HWS-SP

20 180

60 140

THE EMCS SYSTEM WILL START THE LEAD HOT WATER PUMP (HWP1-C) AND OPEN

ITS ISOLATION VALVE (HX1-ISO) WHEN THE OUTSIDE AIR TEMP (OA-T) IS BELOW 85

DEG F. ONCE THE PUMP STATUS (HWP1-S) IS PROVEN, THE STEAM VALVES WILL

MODULATE (HX1-V13 FIRST AND THEN HX1-V23 SECOND) TO MAINTAIN HOT WATER

SUPPLY TEMPERATURE (HWS-T). THE HOT WATER SUPPLY SETPOINT WILL BE

CONTINUOUSLY RESET AS FOLLOWS:

THE EMCS SYSTEM WILL MODULATE THE VFD (HWP-O) OF THE LEAD PUMP TO

MAINTAIN THE DIFFERENTIAL PRESSURE (HW-DP) SETPOINT.

IF THE LEAD PUMP FAILS OR THE LEAD HEAT EXCHANGER CAN NOT MAINTAIN

TEMPERATURE OR PRESSURE, THE LAG HEAT EXCHANGER AND PUMP WILL START

AND CONTROL THE SAME AS THE LEAD SYSTEM.

1. LOCATE DPT AS SHOWN ON PLANS. CONTROL WIRING FROM DPT MUST BE RUN

BACK TO SAME CONTROLLER WITH HOT WATER PUMP SPEED CONTROL

OUTPUT.

HW

S-T

HX-2

POINT NAME

OA-T

HWS-T

HWR-T

HW-DP

HX1-V13

HX1-V23

HX2-V13

HX2-V23

HWP1-O

HWP2-O

HWP1-S

HWP2-S

HWP1-C

HWP2-C

HX1-ISO

HX2-ISO

TYPE

AI

AI

AI

AI

A0

AO

AO

AO

AO

AO

BI

BI

BO

BO

BO

BO

TAG#

501

502

503

504

505

506

507

508

509

510

511

512

513

514

515

516

LPR

LPR

DESCRIPTION

OUTSIDE AIR TEMP

HW SUPPLY TEMPERATURE

HW RETURN TEMPERATURE

HW DIFFERENTIAL PRESSURE

HEX1 1/3 VALVE

HEX1 2/3 VALVE

HEX2 1/3 VALVE

HEX2 2/3 VALVE

HW PUMP 1 OUTPUT

HW PUMP 2 OUTPUT

HW PUMP 1 STATUS

HW PUMP 2 STATUS

HW PUMP 1 COMMAND

HW PUMP 2 COMMAND



DEVICE

SOFTWARE

RTD/THERMOWELL

RTD/THERMOWELL

DIFF. PRESS. TRANSMITTER





VFD

VFD

CURRENT SWITCH

CURRENT SWITCH

CONTROL RELAY

CONTROL RELAY



503

HW

R-T

HW

P1-

O

510

HX-1

LPS

502

HW

P2-

O

509

HWP-1

HW

P1-

S

512

HW

P1-

C

514

HWR

DPT

HW

-DP

504

HWS

HWP-2

HW

P2-

S

511

HW

P2-

C

513

HX1-V23506

LPS

HX2-V23508

HX

2-IS

O

516

HX

1-IS

O

515

2/3 NC

1/3 NC

2/3 NC

VFD

M

M

VFD

1/3 NC

HX1-V13505

HX2-V13507

SEQUENCE OF OPERATION

KEYNOTES:

HOT WATER SYSTEM DDC POINTS LISTPANEL LOCATION: MR1110

1. ALL CONDUIT AND WIRING SHALL BE BY CONTRACTOR.

2. CONNECT CONTROL POINTS TO NEAREST DDC CONTROLLER.

3. TWO POSITION ELECTRIC ACTUATOR.

4. 1000 OHM PLATINUM ZONE SENSOR LOCATED IN AREA SERVED BY UNIT HEATER.

DO NOT INSTALL IN DIRECT PATH OF UNIT HEATER DISCHARGE.

AIR OUTAIR IN

HOT WATERHEATING COIL

T

ZONE SENSOR

M

ELECTRIC

ACTUATOR

HW

S

HW

R

DEVICE

ZONE SENSOR

CONTROL RELAY

POINT NAME

MR-T

UH-SS

TAG#

551

552

TYPE

AI

BO

DESCRIPTION

MECH ROOM TEMP

UNIT HEATER S/S

UNIT HEATER DDC POINT LIST

552UH-SS

551MR-T

KEYNOTES:

T

NOTES:

CONNECT CONTROL POINTS TO NEAREST FEC CONTROLLER.

CONNECT RADIATOR SIGNAL TO MULTIPLE VALVES AS SHOWN ON PLANS.

ANY DEVICE REQUIRING POWER MUST BE POWERED BY CONTRACTOR.

1.

2.

3.

RADIATOR

ZONE SENSOR

DEVICE

ZONE SENSOR

0-10V ELECT ACTUATOR

POINT NAME

ZN-T

RAD-VLV

TAG#

551

552

TYPE

AI

AO

DESCRIPTION

ZONE TEMP

RADIATOR VALVE

RHP DDC POINT LIST

552RAD-VLV

551ZN-T

NC

LPS

WHEN OUTSIDE AIR TEMP (OA-T) IS ABOVE THE COOLING ENABLE SETPOINT (55 DEG ADJ), THE EMCS SYSTEM WILL MODULATE OPEN THE BUILDING PUMP VALVE (BP-VLV) TO MAINTAIN BUILDING CHILLED WATER DIFFERENTIAL PRESSURE (BCW-DP) SETPOINT. IF BUILDING DIFFERENTIAL PRESSURE CAN NOT BE MAINTAINED WITH LOOP PRESSURE (BP-VLV > 90% OPEN), THEN THE EMCS SYSTEM WILL START THE LEAD BUILDING CHILLED WATER PUMP (BP-C). ONCE THE PUMP STATUS (BP-S) IS PROVEN, THE PUMP SPEED (BP-O) WILL BE MODULATED TO MAINTAIN BUILDING CHILLED WATER DIFFERENTIAL PRESSURE (BCW-DP) SETPOINT. IF BUILDING VALVE (BP-VLV) DROPS BELOW 50% OPEN, THE LEAD BUILDING CHILLED WATER PUMP (BP-C) WILL BE SHUT OFF. IF THE LEAD CHILLED WATER PUMP FAILS OR IS OPERATING AT 100% SPEED FOR 10 MINUTES AND CAN NOT MAINTAIN DIFFERENTIAL PRESSURE SETPOINT, LAG CHILLED WATER PUMP WILL BE STARTED AND OPERATED AT SAME SPEED AS LEAD PUMP. WHEN PUMP SPEED DROPS BELOW 50%, LAG PUMP WILL BE SHUT OFF. WINTER PUMP (BP3) SHALL OPERATE WITH A SIMILAR SEQUENCE WHEN OA-T IS LESS THAN 55 DEG.

KEYNOTES:

1. LOCATE DPT AS SHOWN ON PLANS. CONTROL WIRING FROM DPT MUST BE RUN BACK TO SAME CONTROLLER WITH CHILLED WATER PUMP SPEED CONTROL OUTPUT.

TAG# TYPE POINT NAME DESCRIPTION DEVICE251 AL BCWS-T BLDG CW SUPPLY TEMP EXISTING252 AL BCWR-T BLDG CW RETURN TEMP EXISTING253 AL BCW-F BLDG CW FLOW EXISTING254 AL BCW-DP1 CW DIFF PRESS EXISTING255 AL BCW-DP2 CW DIFF PRESS CW DIFF PRESS256 AO BP1-O BLDG CW PUMP 1 OUTPUT VFD257 AO BP2-O BLDG CW PUMP 2 OUTPUT VFD258 AO BP3-O BLDG CW PUMP 3 OUTPUT ECM259 AO BP-VLV1 BLDG CW PUMP ISO VALVE ELECT ACTUATOR W/ SPRING RTN260 AO BP-VLV2 BLDG CW PUMP ISO VALVE ELECT ACTUATOR W/ SPRING RTN261 BI BP1-S BLDG CW PUMP 1 STATUS CURRENT SWITCH262 BI BP2-S BLDG CW PUMP 2 STATUS CURRENT SWITCH263 BI BP3-S BLDG CW PUMP 3 STATUS CURRENT SWITCH264 BO BP1-C BLDG CW PUMP 1 COMMAND CONTROL RELAY265 BO BP2-C BLDG CW PUMP 2 COMMAND CONTROL RELAY266 BO BP3-C BLDG CW PUMP 3 COMMAND CONTROL RELAY

CW BLDG PMP SEQUENCE OF OPERATION

CWR

CWS

BC

WS

-T

251

CWP1

BP

1-S

261

M

BP

1-C

264

VFD

BP

1-O

256

BCW-DP1254 DPT

BC

WR

-T

252

BC

W-F

253

RETURN

LOOP

SUPPLY

LOOP

BP-VLV1259

TT

TT

FC

CWP2

BP

2-S

262

M

BP

2-C

265

VFD

BP

2-O

257

CWP3

BP

3-S

263

M

BP

3-C

266

ECM

BP

3-O

258

BP-VLV2260

BCW-DP2255 DPT

3

4

XXX XX X X X XX

1. FAN RELAYS AND CONTROL VALVE WIRING SHALL BE CONNNECTED TO A TERMINAL STRIP IN THE BCU AT THE FACTORY.

2. ALL CONDUIT AND WIRING SHALL BE BY CONTRACTOR. WIRING SHALL BE PROVIDED FROM BCU TERMINAL STRIP TO THE THERMOSTAT LOCATION WITH AN EXTRA 3-FOOT LENGTH OF WIRE AT THE THERMOSTAT LOCATION.

3. THERMOSTAT CONTROLLER WILL BE FURNISHED AND INSTALLED BY OWNER. CONTROLLER WILL BE JCI MODEL TEC SERIES. CONTRACTOR SHALL ROUGH-IN CONDUIT AND BOX FOR MOUNTING REMOTELY LOCATED THERMOSTATS. OWNER WILL TERMINATE, PROGRAM, AND COMMISION CONTROLLER AFTER POWER IS ENERGIZED TO BCU.

4. FC COMMUNICATION BUS WIRE SHALL BE 22 AWG PLENUM RATED, TWISTED SHIELDED, 3 CONDUCTOR. FC BUS TO BE PULLED BY CONTRACTOR AND SHALL BE CONTINUOUS DAISY CHAIN WITHOUT SPLICES. SEE FC LAYOUT DETAIL. LEAVE EXTRA 3-FOOT OF WIRE AT THERMOSTAT LOCATION.

5. SERVICE DISCONNECT/SWITCH AND TRANSFORMER PROVIDED AND INSTALLED BY CONTRACTOR.

6. 8 CONDUCTOR 22 GAUGE TWISTED, SHIELDED, STRANDED WIRE

BLOWER COIL UNIT

KEYNOTES:

HWR

HWR

CWR

CWS

M

AIR

OU

TR

ET

UR

N

AIR

IN

3

TEC

6

2

1

4

5

Project Number:

Drawn By:

Issue Date:

Sheet Number:

Sheet Title:

Project Title:

Professional Seal:

Project Team:

Se

co

nd

Flo

or

Re

no

vatio

ns a

nd

D

efe

rred

Main

ten

an

ce



Office:


pf


MU

Pro

ject

#C

P1

51

70

1

12/1

4/2

01

79

:51:1

7 P

MC

:\R

evi

t Lo

ca

l F

iles\

ME

PT

17

_0

01

50

29

0.0

1_M

U M

em

oria

l S

tud

en

t U

nio

n_C

en

tral_

mis

hra

as@

kjw

w.c

om

.rvt

16253

ASHMIS

VENTILATION CONTROLS

MV701

518

Hitt

Str

eet,

Co

lum

bia

, M

O

Mem

orial S

tud

en

t U

nio

n

11.16.17

319 N. 4th Street

St. Louis, MO 63102314-231-5700314-231-0816




StructuralEngineer

MPFP Engineer

ElectricalEngineer

Suite 1000

LG

A2.5

NO SCALE1CHILLED WATER CONTROL SCHEMATIC

NO SCALE2TYPICAL BLDG-DP DPT ARRANGEMENT

NO SCALE3FC BUS SCHEMATIC DIAGRAM

NO SCALE5HOT WATER SYSTEM CONTROL SCHEMATIC

NO SCALE4UH/CUH DETAIL


0 1 2 3


PROJECT #


00150290.01

1


2 ADDENDUM 2 12/14/2017

NO SCALE6BLOWER COIL UNIT DETAIL - CW & HW

2

NO SCALE7RADIATOR HEAT DETAIL

NOTE:

1) THIS DETAIL APPLY ONLY FOR ALTERNATE 3.

NOTES:

J J J

JJ

J

J

J

J

A B C D E F G H J K

1

2

3

4

5

6

7

8

9

10

11

10.5

DEMOLISH ALL ELECTRICAL POWER ITEMS (RECEPTACLES, DISCONNECTS, ELECTRICAL CONNECTIONS TO EQUIPMENT, ETC) INSIDE THIS BOUNDARY, UNLESS SHOWN OTHERWISE.

REFER TO MEMORIAL UNION ORIGINAL CONSTRUCTION DOCUMENTS PROVIDED BY UNIVERSITY OF MISSOURI AS A REFERENCE FOR THE DEMOLITION OF EXISTING CONDITIONS.EXISTING PANEL P2 TO

BE REMOVED.

EXISTING FLOOD LIGHT AND

CONDUIT TO BE REMOVED FOR

ROOF REPLACEMENT AND RE-

INSTALLED UPON COMPLETION

OF ROOF REPLACEMENT.

EXISTING FLOOD LIGHT AND CONDUIT TO

BE REMOVED FOR ROOF REPLACEMENT

AND RE-INSTALLED UPON COMPLETION




AND RE-INSTALLED UPON COMPLETION OF

ROOF REPLACEMENT.



AND RE-INSTALLED UPON COMPLETION





INSTALLED UPON COMPLETION OF

ROOF REPLACEMENT.




INSTALLED UPON COMPLETION OF

ROOF REPLACEMENT.

EXISTING TOWER FLOOD

LIGHT TO REMAIN

EXISTING TOWER FLOOD

LIGHT TO REMAIN

EXTERIOR SURFACE MOUNTED CONDUIT(TYPICAL)

EXTERIOR FLOOD LIGHTING LIGHTING CIRCUITS (2)208V/1PHASE 20AMP CIRCUITS AND (2)120V/1PHASE 20AMP CIRCUITS TO RE-FED FROM NEW ATTIC PANEL. REFER TO NEW WORK ON SHEET EP104N

LIGHTING PANEL K TO BE REMOVED

2

22

2

2

2

DEMOLISH EXISTING CONDUIT AND CONDUCTORS SERVING WOOD SHED.

2

Project Number:

Drawn By:

Issue Date:

Sheet Number:

Sheet Title:

Project Title:

Professional Seal:

Project Team:

Se

co

nd

Flo

or

Re

no

vatio

ns a

nd

D

efe

rred

Main

ten

an

ce



Office:


pf


MU

Pro

ject

#C

P1

51

70

1

12/1

4/2

01

71

0:2

2:0

4 A

MC

:\R

evi

t Lo

ca

l F

iles\

ME

PT

17

_0

01

50

290

.01

_M

U M

em

ori

al S

tud

en

t U

nio

n_C

en

tra

l_sh

olla

12

. rvt

16253

ERIPER

ATTIC FLOOR PLAN - NORTHWING - ELECTRICAL - POWER- DEMO

EPD103N

518

Hitt

Str

eet,

Co

lum

bia

, M

O

Mem

orial S

tud

en

t U

nio

n

11.16.17

319 N. 4th Street

St. Louis, MO 63102314-231-5700314-231-0816




StructuralEngineer

MPFP Engineer

ElectricalEngineer

Suite 1000

LG

A2.5

NO R

HT

1/8" = 1'-0"1ATTIC FLOOR PLAN - NORTH WING - ELECTRICAL - POWER - DEMO

GENERAL SHEET NOTES :

1. REFER TO SHEET E000 FOR GENERAL ELECTRICAL NOTES, ELECTRICAL RENOVATION NOTES AND ELECTRICAL INSTALLATION.

2. ALL CONDUIT AND WIRING TO BE DEMOLISHED SHALL BE REMOVED FROM ITS DEVICE TO ITS SOURCE.

3. COORDINATE WITH OWNER PRIOR TO DISPOSAL OF ANY EQUIPMENT. COORDINATE ALL EQUIPMENT TO BE SAVAGED WITH OWNER.

4. COORDINATE DOWN TIME WITH OWNER.


0 1 2 3


PROJECT #


00150290.01


2 ADDENDUM 2 12/14/2017

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

J

A B C D E F G H J K

1

2

3

4

5

6

7

8

9

10

11

N303Mechanical

10.5

N304Attic Storage

SN300EStairs

N302AElev Lobby

N302BElev. Eq.

DS-60

VFD-15

REF-2

DS-200DS-200

VFD-60

DS-30

VFD-20

DS-60

FCS-30

UH-1, UNIT HEATER,120V, 1PH, 0.3HP

UH-2, UNIT HEATER,120V, 1PH, 0.1HP

HWP-1, HEATING WATERPUMP, 480V, 3PH, 5HP

HWP-2, HEATING WATERPUMP, 480V, 3PH, 5HP

AHU-1, AIR HANDLING UNIT,480V, 3PH, 60HP

HWP-3, HEATING WATERPUMP, 120V, 1PH, 0.25HP

AHU 120VLIGHTING/ACCESSORIES

AHU-2, AIR HANDLING UNIT,480V, 3PH, 50HP

HWP-4, HEATING WATERPUMP, 120V, 1PH, 0.25HP

AHU 120VLIGHTING/ACCESSORIES

ELEVATOR

FDS-30L

EDS-100

W

W

DS-30VFD-5

SSU-1, SPLIT SYSTEM, 208V,1PH, 0.2KVA

CU-1, CONDENSING UNIT,208V, 1PH, 2.8KVA

ATTIC-14

ATTIC-22

ATTIC-20

(DP/AT2)-1

ATTIC-13

ATTIC-18

EF-1, EXHAUST FAN,480V, 3PH, 1HP

ATTIC-17

8

19

(DP/AT1)-4

(DP/AT1)-6

FCS-30

(DP/AT1)-1

7

19

19

(DP/AT2)-2 (DP/AT1)-2

PANEL ATTIC VFD-50

TR-15

5

DP/AT2

(DP/AT2)-5 5

DP/AT1

ATTIC-19

6

ATTIC-12 ATTIC-11

ATTIC-10

MX-1S-1A

ATTIC-9

MX-1S-1A

19

(DP/AT1)-7

(DP/AT1)-8

19

VFD-5

REF-1

ATTIC-21BAS PANEL

22

TOP OF HOISTWAY

2

Project Number:

Drawn By:

Issue Date:

Sheet Number:

Sheet Title:

Project Title:

Professional Seal:

Project Team:

Se

co

nd

Flo

or

Re

no

vatio

ns a

nd

D

efe

rred

Main

ten

an

ce



Office:


pf


MU

Pro

ject

#C

P1

51

70

1

12/1

4/2

01

71

0:2

2:0

0 A

MC

:\R

evi

t Lo

ca

l F

iles\

ME

PT

17

_0

01

50

290

.01

_M

U M

em

ori

al S

tud

en

t U

nio

n_C

en

tra

l_sh

olla

12

. rvt

16253

ERIPER

ATTIC FLOOR PLAN - NORTHWING - ELECTRICAL - POWER

EP103N

518

Hitt

Str

eet,

Co

lum

bia

, M

O

Mem

orial S

tud

en

t U

nio

n

11.16.17

319 N. 4th Street

St. Louis, MO 63102314-231-5700314-231-0816




StructuralEngineer

MPFP Engineer

ElectricalEngineer

Suite 1000

LG

A2.5

NO R

HT

1/8" = 1'-0"1ATTIC FLOOR PLAN - NORTH WING - ELECTRICAL - POWER







0 1 2 3


PROJECT #


00150290.01

KEYNOTES:

1. CONNECT TO EXISTING SUMP PUMP 120V/1PH CIRCUIT IN PANEL P1B SECTION 1 USING 2#12 AND 1#12GND IN 3/4" C. REFER TO PLUMBING DRAWINGS FOR CONTROL PANEL LOCATION AND WIRING REQUIREMENTS.

2. CONNECT TO MANUFACTURER PROVIDED DISCONNECT. CIRCUIT TO EXISTING SPARE 30A/3P FUSIBLE SWITCH IN PANEL P1B SECTION 2 USING 3#12 AND 1#12GND IN 3/4" C. PROVIDE 3-20AMP FUSES COMPATIBLE WITH SQUARE D CAT. NO. QMB321TW FUSIBLE SWITCH.

3. CIRCUIT TO EXISTING CP-1 200A FUSIBLE SWITCH IN PANEL P1B SECTION 2 USING 3#3 AND 1#8GND IN 1-1/4" C. PROVIDE 3-100AMP FUSES COMPATIBLE WITH SQUARE D CAT. NO. QMB324W FUSIBLE SWITCH. TAP CONDUCTORS FROM NEW CWP-1 FEED TO REDUNDANT CWP-2 DISCONNECT.

4. CONNECT TO MANUFACTURER PROVIDED STARTER. CIRCUIT TO EXISTING SPARE 30A/3P FUSIBLE SWITCH IN PANEL P1B SECTION 2 USING 3#12 AND 1#12GND IN 3/4" C. PROVIDE 2-15AMP FUSES COMPATIBLE WITH SQUARE D CAT. NO. QMB321TW FUSIBLE SWITCH.

5. REFER TO ONE-LINE DIAGRAM ON SHEET E600.6. ROUTE 3#12 AND 1#12GND IN 3/4" C. TO RELIEF

EXHAUST FAN REF-2 ON 2ND FLOOR ROOF. REFER TO SHEET EP104N FOR CONTINUATION.

7. ROUTE 3#12 AND 1#12GND IN 3/4" C. TO EXHAUST FAN EF-2 ON 1ST FLOOR ROOF. REFER TO SHEET EP102N FOR CONTINUATION.

8. ROUTE 3#12 AND 1#12GND IN 3/4" C. TO RELIEF EXHAUST FAN REF-1 ON 2ND FLOOR ROOF. REFER TO SHEET EP104N FOR CONTINUATION.

#


2 ADDENDUM 2 12/14/2017

E

J

J

JJ

E

J

J

J

J

A B C D E F G H J K

1

2

3

4

5

6

7

8

9

10

11

10.5

REF-2, EXHAUST FAN, 480V,3PH, 15HP

EXISTING FLOOD LIGHT


EXISTING FLOOD LIGHTEXISTING FLOOD LIGHT

EXISTING FLOOD

LIGHT

2

1

REF-1, EXHAUST FAN, 480V,3PH, 20HP

2

EXISTING TOWER

FLOOD LIGHT

EXISTING

TOWER FLOOD

LIGHT


3

3 3 3

3

3

Project Number:

Drawn By:

Issue Date:

Sheet Number:

Sheet Title:

Project Title:

Professional Seal:

Project Team:

Se

co

nd

Flo

or

Re

no

vatio

ns a

nd

D

efe

rred

Main

ten

an

ce



Office:


pf


MU

Pro

ject

#C

P1

51

70

1

12/1

4/2

01

71

0:2

2:0

3 A

MC

:\R

evi

t Lo

ca

l F

iles\

ME

PT

17

_0

01

50

290

.01

_M

U M

em

ori

al S

tud

en

t U

nio

n_C

en

tra

l_sh

olla

12

. rvt

16253

ERIPER

ROOF PLAN - NORTH WING -ELECTRICAL - POWER

EP104N

518

Hitt

Str

eet,

Co

lum

bia

, M

O

Mem

orial S

tud

en

t U

nio

n

11.16.17

319 N. 4th Street

St. Louis, MO 63102314-231-5700314-231-0816




StructuralEngineer

MPFP Engineer

ElectricalEngineer

Suite 1000

LG

A2.5

NO R

HT

1/8" = 1'-0"1ROOF PLAN - NORTH WING - ELECTRICAL - POWER







0 1 2 3


PROJECT #


00150290.01

KEYNOTES:

1. RE-CIRCUIT EXISTING ROOF LIGHTING TO ATTIC PANEL CIRCUITS 2,3,4 AND 5. USING 1" C. REFER TO PANEL SCHEDULES ON SHEET E700 FOR WIRING REQUIREMENTS. REFER TO ELECTRICAL EL LIGHTING PLANS FOR LIGHTING CONTROL REQUIREMENTS. RE-USE EXISTING JUNCTION BOXES AND CONDUIT AS INSTALLATION ALLOWS.

2. CONNECT TO MANUFACTURER PROVIDED DISCONNECT. ROUTE CONDUIT AND CONDUCTORS TO VFD IN ATTIC. REFER TO SHEET EP103N FOR CONTINUATION. PROVIDE CONTROL WIRING TO INTERLOCK MANUFACTURER PROVIDED DISCONNECT WITH VFD.

3. SHALL BE RE-INSTALLED UPON COMPLETION OF ROOF REPLACEMENT. PROVIDE NEW CONDUIT AND CONDUCTORS AS REQUIRED TO COMPLETE INSTALLATION.

#


2 ADDENDUM 2 12/14/2017

2

TRANSFORMER SCHEDULETYPE: REMARKS:

TP1 - NEMA TP 1 DRY TYPE AUT - AUTOTRANSFORMER AL - ALUMINUM WINDINGS

K4 - K4 RATED TP 1 DRY TYPE BB - BUCK-BOOST CP - COPPER WINDINGS

K13 - K13 RATED TP 1 DRY TYPE LIQ - LIQUID FILLED RS - EPOXY RESIN ENCAPSULATED

PE - NEMA PREMIUM EFFICIENCY FL - FILTERED

HM - HARMONIC MITIGATING TP 1 NV - NON-VENTILATED

NL - 200% RATED NEUTRAL

EL - ELECTROSTATIC SHIELD

ENCLOSURE: NEMA 1 UNLESS SPECIFIED OTHERWISE

MAX.TEMP.RISE C.

KVARATING

PRIMARY SECONDARY TAPS

ITEM TYPE VOLTS PH VOLTS PH % REG #(+) #(-) REMARKS APPROVED MANUFACTURERS

TR-15 15 TP-1 150 480 3 208Y/120

3 2.5 2 4 AL SQUARE D 7400 EE15T3HCUTLER-HAMMER TYPE DT-3GENERAL ELECTRIC TYPE QL

TR-112 112.5 BB 115 208 3 480Y/277

3 2.5 2 4 AL SQUARE DCUTLER-HAMMERGENERAL ELECTRIC

TR-150 150 BB 115 208 3 480Y/277

3 2.5 2 4 AL SQUARE DCUTLER-HAMMERGENERAL ELECTRIC

DTR-1000 1000 LIQ 13,800 3 208Y/120

3 REFER TO SPECIFICATION SECTION33 73 13

DISTRIBUTION PANEL: DP/AT1 CONNECTED 106.3 KVA

TYPE: BOLT-ON MAIN: 200A/3P CB

MOUNTING: SURFACE SOLID NEUTRAL VOLTS: 480Y / 277

FED FROM: 200A FEEDER VIA TR-112 VIA 400A OCP GROUND BUS PHASE: 3

K SCCR: 42,000 WIRE: 4 K

E NOTES: E

Y CKT WIRE LOAD BREAKER BREAKER LOAD WIRE CKT Y

* NO. LOAD DESCRIPTION SIZE KVA AMP P AMP P KVA SIZE LOAD DESCRIPTION NO. *

1 EXHAUST FAN EF-2 2HP 12 2.7 20 3 150 3 61.3 1 AHU-1 60HP 2

------ -- -- -- -- -- -- -- -- ------

------ -- -- -- -- -- -- -- -- ------

3 SPARE 20 3 60 3 21.5 4 RELIEF EXHAUST FAN REF-1 20HP 4

------ -- -- -- -- -- -- -- -- ------

------ -- -- -- -- -- -- -- -- ------

5 SPARE 15 3 20 3 1.7 12 EXHAUST FAN EF-1 1HP 6

------ -- -- -- -- -- -- -- -- ------

------ -- -- -- -- -- -- -- -- ------

7 HEATING WATER PUMP HWP-2 5HP(REDUNDANT)

12 20 3 20 3 6.1 12 HEATING WATER PUMP HWP-1 5HP 8

------ -- -- -- -- -- -- -- -- ------

------ -- -- -- -- -- -- -- -- ------

9 SPACE 3 3 SPACE 10

------ -- -- -- -- -- -- -- -- ------

------ -- -- -- -- -- -- -- -- ------


------ -- -- -- -- -- -- -- -- ------

------ -- -- -- -- -- -- -- -- ------

13 SPACE 3 35 3 13 PANEL ATTIC VIA TR-15 14 *O

------ -- -- -- -- -- -- -- -- ------

------ -- -- -- -- -- -- -- -- ------

KEY: *G=GROUND FAULT INTERRUPT *H=LOCK ON *C=THRU CONTACTOR *I=ISOLATED GROUND *S=SHUNT TRIP *P=PADLOCK HASP *D=HID LIGHTING *M=BRANCH CIRCUIT MONITOR *O=REFER TO ONE-LINE DIAGRAM

DISTRIBUTION PANEL: DP/AT2 CONNECTED 120.3 KVA



FED FROM: 225A FEEDER VIA TR-150 VIA 500A OCP GROUND BUS PHASE: 3


E NOTES: E



1 ELEVATOR 50HP 3 51.8 100 3 125 3 51.8 3 AHU-2 50HP 2

------ -- -- -- -- -- -- -- -- ------

------ -- -- -- -- -- -- -- -- ------

3 SPARE 20 3 20 3 SPARE 4

------ -- -- -- -- -- -- -- -- ------

------ -- -- -- -- -- -- -- -- ------

5 RELIEF EXHAUST FAN REF-2 15HP 6 16.7 45 3 20 3 SPARE 6

------ -- -- -- -- -- -- -- -- ------

------ -- -- -- -- -- -- -- -- ------

7 SPACE 3 3 SPACE 8

------ -- -- -- -- -- -- -- -- ------

------ -- -- -- -- -- -- -- -- ------


------ -- -- -- -- -- -- -- -- ------

------ -- -- -- -- -- -- -- -- ------


------ -- -- -- -- -- -- -- -- ------

------ -- -- -- -- -- -- -- -- ------


------ -- -- -- -- -- -- -- -- ------

------ -- -- -- -- -- -- -- -- ------

KEY: *G=GROUND FAULT INTERRUPT *H=LOCK ON *C=THRU CONTACTOR *I=ISOLATED GROUND *S=SHUNT TRIP *P=PADLOCK HASP *D=HID LIGHTING *M=BRANCH CIRCUIT MONITOR

PANEL NAME: L2EAST CONNECTED 27.6 KVA



FED FROM: EXISTING 200A FEEDER GROUND BUS PHASE: 3


E NOTES: E



1 LTG - CN202,CN204,N221, N222 12 0.8 20 1 20 1 1.0 12 2 VAV POWER SUPPLIES 2

3 LTG - CENTER 12 0.7 20 1 20 1 SPARE 4

5 LTG - N214A 12 0.9 20 1 20 1 1.0 12 4 MONITOR RECEPTS 6

7 LTG - N214B 12 0.8 20 1 20 1 0.6 12 3 PRE-FUNCTION RECEPTS 8

9 LTG - 214C 12 0.9 20 1 30 1 0.2 10 1 IT RECEPT 10

11 LT G- N214D, N214E 12 0.3 20 1 20 1 0.4 12 2 IT RECEPT 12

13 2 AV RACK RECEPT 12 0.4 20 1 20 1 0.4 12 2 IT RECEPT 14

15 2 AV RACK RECEPT 12 0.4 20 1 20 1 1.0 12 5 CORR, JANITOR, ELEC RM RECEPTS 16

17 1 CATERING RECEPT 12 0.2 20 1 20 1 0.8 12 4 CATERING, STORAGE RM RECEPTS 18

19 1 CATERING RECEPT 12 0.2 20 1 20 1 1.0 10 5 CORR RECEPTS 20

21 5 MTG RM 9 RECEPTS 10 1.0 20 1 20 1 1.0 12 5 MTG RM 8 RECEPTS 22


25 MTG RM 7 PROJECTION SCREEN,PROJECTOR

10 1.0 20 1 20 1 1.0 12 MTG RM 6 PROJECTION SCREEN,PROJECTOR

26




10 1.0 20 1 20 1 0.4 12 2 MTG RM 5, CORR RECEPTS 32

33 1 MTG RM 5 RECEPTS 12 0.2 20 1 20 1 1.0 12 SHADE CONTROLLER 34

35 SPARE 20 1 20 1 1.0 12 SHADE CONTROLLER 36





PANEL NAME: L2WEST CONNECTED 31.1 KVA


MOUNTING: RECESSED SOLID NEUTRAL VOLTS: 208Y / 120

FED FROM: EXISTING 200A FEEDER GROUND BUS PHASE: 3


E NOTES: E



1 LTG - N201A 12 0.9 20 1 20 1 0.5 12 FA - POWER SUPPLY N234 2

3 LTG - N201B 12 0.9 20 1 20 1 0.8 10 4 MTG RM 1 RECEPTS 4

5 LTG - N201C 12 0.8 20 1 20 1 0.8 10 4 MTG RM 1 RECEPTS 6

7 LTG - N204, N205 12 0.8 20 1 20 1 1.0 10 MTG RM 1 PROJECTION SCREEN,PROJECTOR

8

9 LTG - CN200, N247 12 0.7 20 1 20 1 0.6 12 3 MTG RM 2 RECEPTS 10


12 1.0 20 1 20 1 0.8 12 4 MTG RM 2 RECEPTS 12

13 3 MTG RM 4 RECEPTS 12 0.6 20 1 20 1 1.0 12 MTG RM 2 PROJECTION SCREEN,PROJECTOR

14


17 3 STOR RM RECEPTS 12 0.6 20 1 20 1 0.8 12 4 MTG RM 3 RECEPTS 18

19 6 CORRIDOR RECEPTS 10 1.2 20 1 20 1 1.0 12 MTG RM 3 PROJECTION SCREEN,PROJECTOR

20

21 4 CORR, REST RM RECEPTS 12 0.8 20 1 20 1 1.6 12 HAND DRYER 22 *P

23 ELECTRIC WATER COOLER EWC-1 12 1.0 20 1 20 1 1.6 12 HAND DRYER 24 *P

25 SHADE CONTROLLER 12 1.8 20 1 20 1 1.6 12 HAND DRYER 26 *P

27 SHADE CONTROLLER 12 1.8 20 1 20 1 1.6 12 HAND DRYER 28 *P

29 SHADE CONTROLLER 12 1.8 20 1 20 1 SPARE 30

31 SHADE CONTROLLER 12 1.8 20 1 20 1 SPARE 32

33 SPARE 20 1 20 1 SPARE 34

35 SPARE 20 1 20 1 SPARE 36

37 SPARE 20 1 20 1 SPARE 38

39 SPARE 20 1 20 1 SPARE 40

41 SPARE 20 1 20 1 SPARE 42


PANEL NAME: ATTIC CONNECTED 13.0 KVA



FED FROM: (DP/AT1)-14 GROUND BUS PHASE: 3


E NOTES: E



1 ATTIC LIGHTING 12 0.2 20 1 20 2 0.8 10 FLOOD LIGHTING 2

3 TOWER FLOOD LIGHTING 10 1.0 20 1 -- -- -- -- ------ 4

5 TOWER FLOOD LIGHTING 10 1.0 20 1 20 2 0.8 10 FLOOD LIGHTING 6

7 LIGHTING CONTACTOR 12 0.1 20 1 -- -- -- -- ------ 8

9 HEATING WATER PUMP HWP-3 0.25HP 12 0.67 20 1 20 1 0.7 12 HEATING WATER PUMP HWP-4 0.25HP 10

11 AHU-1 ACCESSORIES 12 1.0 20 1 20 1 1.0 12 AHU-2 ACCESSORIES 12

13 CONDENSING UNIT CU-1 12 2.8 20 2 20 2 0.2 12 SPLIT SYSTEM SSU-1 14

15 ------ -- -- -- -- -- -- -- -- ------ 16

17 UNIT HEATER UH-1 12 0.8 20 1 20 1 0.2 12 UNIT HEATER UH-2 18 *P

19 7 ATTIC RECEPTS 10 1.4 20 1 20 1 0.1 10 ELEV LIGHTING 20

21 BAS PANEL 12 0.1 20 1 20 1 0.2 10 ELEV RECEPT 22

23 24

25 26

27 28

29 30

31 32

33 34

35 36

37 38

39 40

41 42

KEY: *G=GROUND FAULT INTERRUPT *H=LOCK ON *C=THRU CONTACTOR *I=ISOLATED GROUND *S=SHUNT TRIP *P=PADLOCK HASP *D=HID LIGHTING *M=BRANCH CIRCUIT MONITORVARIABLE FREQUENCY DRIVE SCHEDULE

STARTER TYPE: REMARKS:

PWM - PULSE WIDTH MODULATED SA - STANDARD ACCESSORIES TA - TWO CONVERTIBLE AUXILIARY CONTACTS

12PWM- 12 PULSE PWM (INCLUDES * ITEMS) ISO - ISOLATION TRANSFORMER

18PWM- 18 PULSE PWM *MA - MANUAL SPEED ADJUSTMENT *SHZ - SKIP FREQUENCY CAPABILITY

LINE DISCONNECT *ET - ELECTRONIC THERMAL OVERLOADS RSS - REMOTE START-STOP

EDS - EXTERNAL DISCONNECT SWITCH *CT - CONTROL TRANSFORMER, FUSED,120V

RDR - REMOTE DRIVE RUN

FDS - FUSIBLE DISCONNECT SWITCH RFT - REMOTE FAULT TRIP

CB - CIRCUIT BREAKER *HA - HAND-OFF-AUTO DOOR SWITCH LR - INPUT LINE REACTOR

CONTROL: TO - MELTING THERMAL OVERLOADS HAR - PASSIVE HARMONIC FILTER

PN - 3-15 PSI PRESSURE TRANSDUCER MOL - MULTIPLE MOTOR OVERLOADS

420 - 4-20mA FOLLOWER INPUT

VOLTAGE DRIVE

ITEM

LINEDISC.

DRIVEBYPASS CONTROL INPUT OUTPUT PH.

H.P.RATING TYPE

NEMAENCLOSURE REMARKS APPROVED MANUFACTURERS

VFD-5 EDS N/A 420 460 460 3 5 PWM 1 SA' 'LR'VARIABLETORQUE

TOSHIBA Q9 SERIES

ABB ACH 550 SERIES

YASKAWA Z1000


TOSHIBA Q9 SERIES

ABB ACH 550 SERIES

YASKAWA Z1000


TOSHIBA Q9 SERIES

ABB ACH 550 SERIES

YASKAWA Z1000


TOSHIBA Q9 SERIES

ABB ACH 550 SERIES

YASKAWA Z1000


TOSHIBA Q9 SERIES

ABB ACH SERIES

YASKAWA Z1000

NOTE: REFER TO VFD MOUNTING DETAILS 6/E.500 AND 9/E.500.

DISCONNECT AND STARTER SCHEDULEREMARKS:

STARTER TYPE: SA - STANDARD ACCESSORIES (INCLUDES * ITEMS)

FV - FULL VOLTAGE *CT - CONTROL TRANSFORMER,FUSED 120V

PF - PHASE FAILURE RELAY(5 HP OR GREATER) YD - WYE - DELTA

RE - REVERSING *EO - ELECTRONIC OVERLOAD TO - MELTING THERMAL OVERLOADS

TW - 2 SPEED, 2 WINDING *HA - HAND-OFF-AUTO IN DOOR TS - 2 SPEED SELECTOR SWITCH IN DOOR

SW - 2 SPEED, 1 WINDING *RP - RED (RUN) PILOT LIGHT INDOOR

GP - GREEN (OFF) PILOT LIGHT IN DOOR

RV - REDUCED VOLTAGE AUTOXFMR FA - 4-CONVERTIBLE AUXILIARY CONTACTS

SS - SOLID STATE *TA - TWO CONVERTIBLEAUXILIARY CONTACTS

EI - ELECTRICAL INTERLOCK (2)-N.O.& (2)-N.C

MD - MOTOR DISCONNECT SS - START-STOP PUSHBUTTON IN DOOR

MS - MANUAL STARTER S/N - INSULATED NEUTRALASSEMBLY

HL - HANDLE PADLOCK HASP

MX - MANUAL SWITCH

FS - FUSED SWITCH

DISCONNECT TYPE & RATING STARTER

ITEM FUSEDNON-

FUSEDCIRCUIT

BREAKER VOLTAGE POLESNEMASIZE TYPE

NEMAENCLOSURE REMARKS APPROVED MANUFACTURERS

DS-30 30A 600 3 1 SQUARE D 3110 HU361CUTLER-HAMMER TYPE DHGENERAL ELECTRIC TYPE TH




FDS-30L 30A 120/240 2 1 S/NLIGHT DUTY,FUSED PERELEV MFRREQUIREMENT

SQUARE D 3130 L221NCUTLER-HAMMERGENERAL ELECTRIC

FDS-100 100A 240 3 1 FUSED AT 100AMPS

SQUARE D 3110 H323NCUTLER-HAMMER TYPE DHGENERAL ELECTRIC TYPE TH


SQUARE D 3110 H324NCUTLER-HAMMER TYPE DHGENERAL ELECTRIC TYPE TH


SQUARE D 3110 H325CUTLER-HAMMER TYPE DHGENERAL ELECTRIC TYPE TH

FED-100 100A 600 3 1 ELEVATORSHUNT TRIP,CT, FUSEDPER ELEV MFRREQUIREMENT

BUSSMANN PS1T48R2MERSEN ES1T48R2CUTLER-HAMMER ES3T48R2LITTELFUSE LPS1T48R2

MX-1 120 1 MX 1 RP, 115 VOLTPILOT LIGHTCIRCUIT

SQUARE D 2510 KG1ACUTLER-HAMMER TYPE MSGENERAL ELECTRIC TYPE TC

S-1A 120 1 1 FV 1 TA, HA, TO, RP SQUARE D 8536 SCG1CUTLER-HAMMER CLASS ECNGENERAL ELECTRIC CR306

FCS-30 30A 480 3 1 FV 1 SA, FUSED AT6AMPS

SQUARE D 8538 SCG34CUTLER-HAMMER TYPE ECNGENERAL ELECTRIC CR308

EDS-100 100A 600 3 1 FUSEDPER ELEV MFRREQUIREMENT

SQUARE D 3110 H363CUTLER-HAMMER TYPE DHGENERAL ELECTRIC TYPE TH

Project Number:

Drawn By:

Issue Date:

Sheet Number:

Sheet Title:

Project Title:

Professional Seal:

Project Team:

Se

co

nd

Flo

or

Re

no

vatio

ns a

nd

D

efe

rred

Main

ten

an

ce



Office:


pf


MU

Pro

ject

#C

P1

51

70

1

12/1

4/2

01

71

0:2

2:0

0 A

MC

:\R

evi

t Lo

ca

l F

iles\

ME

PT

17

_0

01

50

290

.01

_M

U M

em

ori

al S

tud

en

t U

nio

n_C

en

tra

l_sh

olla

12

. rvt

16253

ERIPER

ELECTRICAL SCHEDULES

E700

518

Hitt

Str

eet,

Co

lum

bia

, M

O

Mem

orial S

tud

en

t U

nio

n

11.16.17

319 N. 4th Street

St. Louis, MO 63102314-231-5700314-231-0816




StructuralEngineer

MPFP Engineer

ElectricalEngineer

Suite 1000

LG

A2.5


0 1 2 3


PROJECT #


00150290.01


2 ADDENDUM 2 12/14/2017

2

2

Project Number:

Drawn By:

Issue Date:

Sheet Number:

Sheet Title:

Project Title:

Professional Seal:

Project Team:

Se

co

nd

Flo

or

Re

no

vatio

ns a

nd

D

efe

rre

d M

ain

ten

an

ce


Office:


pf


MU

Pro

ject

#C

P1

51

70

1

MONICA S. SANTOS - ELECTRICAL

MO# E2000174546

Antella Consulting Engineers, inc. - EngineerMissouri Certificate of Authority #: E-2005013590

1600 Genessee, Suite 260 Tele 816-421-0950Kansas City, Missouri 64102email: [email protected]

12/1

4/2

017

11

:57

:48

AM

C:\

Use

rs\M

on

ica

.Sa

nto

s\D

ocu

me

nts

\A2

15

-15

ELE

C v

17

_m

on

ica

.san

tos.r

v t

16253

BPA, SAM

LIGHTING SCHEDULES

EL801

518

Hitt

Str

eet,

Co

lum

bia

, M

O

Mem

orial S

tud

en

t U

nio

n

11.16.17

319 N. 4th Street

St. Louis, MO 63102314-231-5700314-231-0816




StructuralEngineer

MPFP Engineer

ElectricalEngineer

Suite 1000

LG

A2.5

LUMINAIRE SCHEDULETYPE MOUNTING LAMPS LUMENS

COLORTEMP.

CRI WATTS VOLTAGE MANUFACTURER DESCRIPTIONEQUALS EQUALS

A PENDANT LED 4400 lm 3500 K 90 52 120VISA - COSMOCP1325-L35K-H-MVOLT-90CRI-SNA-14OR PRE-APPROVED EQUAL

34" SUSPENDED BOWL3-5/8" TALL1% - 100% DIMMING DRIVER

B RECESSED LED 1000 lm 3500 K 90 11 120EATON - PORTFOLIOLD4B-10-DE010-EU4B-1020-90-35-4LB-M-2-H-HB26OR PRE-APPROVED EQUAL

4" RECESSED CYLINDER DOWNLIGHT5-1/2" TALL1% - 100% DIMMING DRIVER

PHILIPS LIGHTOLIER - CALCULITE LED GEN 3C4-R-N; C4L-10-835-M-Z10-U; C4-R-DL-CD

GOTHAM - EVO LEDEVO-35/10-4AR-MD-LD-MVOLT-EZ1-TRW

D WALL LED 1500 lm 3500 K 80 14 120VISA - WEDGECB6471-L35K-MVOLT-L35K-MED-SNAOR PRE-APPROVED EQUAL

BIDIRECTIONAL WALL SCONCE18-3/4" TALL0-10V DIMMING

EF6RECESSEDHARD CEILING

LED 430 lm 3500 K 80 24 120PRUDENTIAL - STREAMSTR4-LED35-LO-6'-TMW-D1-SC-UNV-X3-DM10OR PRE-APPROVED EQUAL

6' RECESSED LINEAR STRIP4-5/8" TALL0-10V DIMMINGLUMENS LISTED ARE /FT VALUES

LUMENWERX - CAVA LEDCAVR-RLO-LED-80-500-35-6FT-UNV-D1-1-DTR-W

EF8RECESSEDHARD CEILING

LED 430 lm 3500 K 80 32 120PRUDENTIAL - STREAMSTR4-LED35-LO-8'-TMW-D1-SC-UNV-X3-DM10OR PRE-APPROVED EQUAL

8' RECESSED LINEAR STRIP4-5/8" TALL0-10V DIMMINGLUMENS LISTED ARE /FT VALUES

LUMENWERX - CAVA LEDCAVR-RLO-LED-80-500-35-8FT-UNV-D1-1-DTR-W

EG6RECESSEDGRID

LED 430 lm 3500 K 80 24 120PRUDENTIAL - STREAMSTR4-LED35-LO-6'-TMW-D1-SC-UNV-X1M-DM10OR PRE-APPROVED EQUAL

6' RECESSED LINEAR STRIP4-5/8" TALL0-10V DIMMINGLUMENS LISTED ARE /FT VALUESCONFIRM CEILING TYPE WITH ARCHITECTPRIOR TO ORDERING

LUMENWERX - CAVA LEDCAVR-RLO-LED-80-500-35-6FT-UNV-D1-1-TB9-W

EG8RECESSEDGRID

LED 430 lm 3500 K 80 32 120PRUDENTIAL - STREAMSTR4-LED35-LO-8'-TMW-D1-SC-UNV-X1M-DM10OR PRE-APPROVED EQUAL



EG12RECESSEDGRID

LED 430 lm 3500 K 80 48 120PRUDENTIAL - STREAMSTR4-LED35-LO-R12'-TMW-D1-SC-UNV-X1M-DM10OR PRE-APPROVED EQUAL



F PENDANT LED 5500 lm 3500 K 80 44 120H. E. WILLIAMS - 75 LED75S-4-L40/835-DRV-UNVOR PRE-APPROVED EQUAL

4' SUSPENDED LINEAR STRIP3" TALL

DAY-BRITE - FLUXSTREAMFSW-4-55L-835-U-NV-DIM

LITHONIA - CLX LEDCLX-L47-7000LM-SEF-FDL-MVOLT-GZ10-35K-80CRI-WH

G RECESSED LED 3000 lm 3500 K 80 33 120H. E. WILLIAMS - HETHET-G-S-1-4-L30/835-A-DIM-UNVOR PRE-APPROVED EQUAL

4' RECESSED LINEAR STRIP3-5/8" TALL0-10V DIMMING

METALUX - 14CZ LED14CZ-LD5-29-UNV-835-CD-1

LITHONIA -VTL4 LEDVTL4-30L-ADP-EZB-LP835

H RECESSED LED 1000 lm 3500 K 80 14 120EATON - HALOPD6-10-ED010-PDM6A-835-61V-HOR PRE-APPROVED EQUAL

6" RECESSED CYLINDER DOWNLIGHT7" TALL0-10V DIMMING

LITHONIA - LDN6LDN6-35/10-LO6-AR-LD-MVOLT-EZ10

J WALL LED 1100 lm 3500 K 80 10 120VISA - POSHCB5518-L35K-L-MVOLT-SNAOR PRE-APPROVED EQUAL

LINEAR WALL SCONCE27-3/4" LONG

K SURFACE LED 4000 lm 3500 K 82 40 120HE WILLIAMS - 96 LED96-4-L40-835-HIAFR-DRV-277OR PRE-APPROVED EQUAL

4' SURFACE MOUNT LINEAR STRIP4-1/8" TALLFULL ENCLOSED & GASKETED INDUSTRIAL

METALUX - VAPORTITE LED4VT2-LD4-4-DR100-W-UNV-L835-CD1-WL-U

LITHONIA - FEM LEDFEM-L48-4000LM-IMAFL-MD-MVOLT-GZ10-35K-80CRI

L WALL LED 5611 lm 3000 K 70 58 120EATON - XTOR CROSSTOUR MAXX LEDXTOR6B-Y-BK-MS-L20OR PRE-APPROVED EQUAL

WALL-MOUNTED AREA LIGHT11" TALLINTEGRAL MOTION SENSOR

XA WALL/CEILING LED 3 120PHILIPS - 44RER44RLDU-1-RMOR PRE-APPROVED EQUAL

UNIVERSAL EDGE-LIT LED EXIT SIGNSINGLE FACEINTEGRAL BATTERYSELF-DIAGNOSTICSAPPLY ARROWS IN QUANTITY AND DIRECTIONAS NOTED ON DRAWINGS

LITHONIA - EDGEDG-1-RMR-EL-SD

XB WALL/CEILING LED 3 120PHILIPS - 44RER44RLDU-2-RMOR PRE-APPROVED EQUAL

UNIVERSAL EDGE-LIT LED EXIT SIGNDOUBLE FACEINTEGRAL BATTERYSELF-DIAGNOSTICSAPPLY ARROWS IN QUANTITY AND DIRECTIONAS NOTED ON DRAWINGS

LITHONIA - EDGEDG-2-RMR-EL-SD

XC WALL/CEILING LED 1092 lm 12 120DUAL-LITE - EVHCEVHC-12-I-06LOR PRE-APPROVED EQUAL

THERMOPLASTIC LED EMERGENCY LIGHTHIGH MOUNTING APPLICATIONSINTEGRAL BATTERY, 6W HEADSSELF-DIAGNOSTICS

PHILIPS - CHLORIDETPU-D-N-LM7-W-ICT

XD WALL/CEILING LED 290 lm 4 120DUAL-LITE - EV SERIESEV-4-I-02LOR PRE-APPROVED EQUAL

THERMOPLASTIC LED EMERGENCY LIGHTARCHITECTURAL APPLICATIONSINTEGRAL BATTERY, 2W HEADSSELF-DIAGNOSTICS

PHILIPS - CHLORIDETPU-D-N-LM5-W-ICT

NOTES:1) PRE-APPROVAL FOR EQUALS MUST BE SUBMITTED PRIOR TO BIDS PER THE FRONT END DOCUMENTATION. SUBSTITUTIONS WILL NOT BE ENTERTAINED POST BIDS.2) CONTRACTOR SHALL SUBMIT INDIVIDUAL PRICING. LOT PRICING WILL NOT BE ACCEPTED.3) CONTRACTOR SHALL COORDINATE ALL LUMINAIRES WITH THE CEILINGS THEY ARE TO BE MOUNTED IN. PROVIDE ALL MATERIAL AND EQUAL AS REQUIRED TO MOUNT IN THE CEILING TYPE WHERE SHOWN.REFER TO ARCHITECTURAL PLANS FOR CEILING TYPES.4) LIGHT FIXTURE VOLTAGES SHALL MATCH THE CIRCUIT VOLTAGE AS SHOWN PER PLANS.

LIGHTING CONTROL DEVICE SCHEDULETYPE MOUNTING DESCRIPTION MANUFACTURER MODEL COVERAGE COLOR

L1 WALL DIGITAL LIGHTING MANAGEMENT SYSTEM(DLM) SWITCHLOW VOLTAGE PUSHBUTTON SWITCHONE BUTTON SWITCH

WATTSTOPPER LMSW-101 - COORDINATE FINALCOLOR WITHDEVICE COLORAS SELECTED BYARCHITECT

L5 WALL DIGITAL LIGHTING MANAGEMENT SYSTEM(DLM) SWITCHLOW VOLTAGE PUSHBUTTON SWITCHFIVE BUTTON SWITCH

WATTSTOPPER LMSW-105 - COORDINATE FINALCOLOR WITHDEVICE COLORAS SELECTED BYARCHITECT

LD WALL DIGITAL LIGHTING MANAGEMENT SYSTEM(DLM) SWITCHLOW VOLTAGE PUSHBUTTON SWITCH

WATTSTOPPER LMDM-101 - COORDINATE FINALCOLOR WITHDEVICE COLORAS SELECTED BYARCHITECT

MS WALL PASSIVE INFRARED LOW VOLTAGE WALL SWITCH OCCUPANCY SENSORWITH ISOLATED RELAY AND INTELLIGENT TECHNOLOGYSTAND ALONE, NOT PART OF DLMPROVIDE WITH DUAL VOLTAGE POWER PACKHOLD OFF AND HOLD ON FUNCTION

WATTSTOPPER PW-100-24

BZ-100

- COORDINATE FINALCOLOR WITHDEVICE COLORAS SELECTED BYARCHITECT

MS(1) CEILING DUAL TECHNOLOGY ULTRASONIC ANDPASSIVE INFRARED CEILING SENSORIT IS A DIGITAL SENSOR PART OF DIGITALLIGHTING MANAGEMENT SYSTEM (DLM)BY WATTSTOPPER

WATTSTOPPER LMDC-100 1000 SQFT WHITE

PS CEILING MULTI-ZONE DAYLIGHT PHOTOSENSOROPEN LOOP WITH CONTINUOUS DIMMINGCOMPONENT OF DIGITAL LIGHTING MANAGEMENT INTEGRATED CONTROLSYSTEM

WATTSTOPPER LMLS-500 WHITE

RC ABOVE ACCESSIBLECEILING

PLENUM RATED CONTROLLER WITH LINE VOLTAGE RELAYAND SWITCHING POWER SUPPLYCOMPONENT OF DIGITAL LIGHTING MANAGEMENTINTEGRATED CONTROL SYSTEM PLUG TO COMPONENTSWITH CAT 5E CABLES WITH RJ45 CONNECTORSPROVIDE WITH ISOLATED RELAY INTERFACE FOR HVAC CONTROL(PROVIDE ONE PER ROOM)

(SEE NOTE BELOW)

WATTSTOPPER LMRC-101LMRC-102

LMRL-100

- -

RC(D) ABOVE ACCESSIBLECEILING

PLENUM RATED CONTROLLER WITH LINE VOLTAGE RELAY(S)AND ON/OFF/0-10 VOLT DIMMING POWER SUPPLYCOMPONENT OF DIGITAL LIGHTING MANAGEMENTINTEGRATED CONTROL SYSTEMCONNECT TO COMPONENTS WITH CAT 5E CABLES WITH RJ45 CONNECTORSPROVIDE WITH ISOLATED RELAY INTERFACE FOR HVAC CONTROL (PROVIDEONE PER ROOM)

(SEE NOTE BELOW)

WATTSTOPPER LMRC-211LMRC-212LMRC-213

LMRL-100

- -

TS WALL TIMER SWITCHSTAND ALONE, NOT PART OF DLMTIME-OUT ADJUSTMENTS FROM 5 MIN TO 12 HOURS

WATTSTOPPER TS-400 - COORDINATE FINALCOLOR WITHDEVICE COLORAS SELECTED BYARCHITECT

NOTES:1) PROVIDE REQUIRED NUMBER OF ROOM CONTROLLERS AND RELAYS TO ACCOUNT FOR THE PROPER SWITCHING CONFIGURATION OF LOADS. ONLY ONE SYMBOL IS SHOWN IN PLAN FOR CLARITY.2) CABLING USED TO INTER-CONNECT DLM SYSTEM DEVICES TO BE WHITE (OR PRE-APPROVED COLOR BY OWNER). ALL CABLING TO BE OF SAME COLOR. MULTIPLE COLORS SHALL NOT BE PERMITTED REGARDLESS OF LENGTHS. (GREEN AND YELLOW ARE RESERVED FOR TELECOME WIRING AND NOT TO BE USED FOR LIGHTING CONTROL WIRING)3) PROGRAM ALL MOTION SENSORS TO BE OCCUPANCY SENSORS. THEY ARE TO TURN LIGHTS ON AUTOMATICALLY AND SHUT OFF WITHIN 30 MINUTES OF AN OCCUPANT LEAVING THE SPACE.4) WATTSTOPPER IS A BASIS OF DESIGN. CONTRACTOR SHALL SUBMIT ANY EQUALS PRIOR TO BID FOR PRE-APPROVAL PER FRONT END DOCUMENTS. SUBSTITIONS WILL NOT BE ENTERTAINED POST BIDS.


2 ADDENDUM 2 12/14/2017

2