addendum no. 002

Lyndale Community School - Existing Building Renovations Addendum No. 002

Permit Set – 12/20/19

Addendum No. 002 – 01/17/2020

ADDENDUM NO. 002

To Drawings and Project Manual Documents for:

Lyndale Community School - Existing Building Renovations

OFFICIAL PUBLICATION NUMBER: OP-2910

OWNER'S PROJECT NO.: 19LYND001

ARCHITECT'S PROJECT NO.: 53560-19131

OWNER: Minneapolis Public Schools

1250 West Broadway Avenue

Minneapolis, MN 55411

ARCHITECT: POPE ARCHITECTS, INC.

1295 Bandana Blvd N, Suite 200

St. Paul, Minnesota 55108

(651) 789-1638

DATE: 01/17/2020

This Addendum forms a part of the Permit Set Documents dated 12/20/19, and modifies the original Docu-

ments as noted below. This Addendum applies to any or all contracts and subcontracts. All work required

by this addendum shall be in complete accord with the Contract Documents and subsequent Addenda here-

to. The Items listed in this addendum are not in any order in regard to the drawings or the specifications. All

contractors are cautioned to examine each and every item of this addendum.

The following changes or clarifications to the plans and specifications shall be included as part of the Con-

tract Document.

This Addendum consists of (11) written pages and (6) full sized drawings, (1) sketch, (9) Project Manual spec-

ifications sections.



Addendum No. 002 – 01/17/2020

A. PRIOR APPROVALS

The following manufacturers shall be considered approved equal to the manufacturers listed in the

specifications for bidding. However, acceptance of equipment by other than the original specified man-

ufacturers is not necessarily implied. Contractor responsible for all costs attributed to any design and

construction revisions required to accommodate approved equal manufacturer.

SECTION 22 05 29/23 05 29 HANGERS AND SUPPORTS

2.01C/B Manufactured Roof Supports

Add: MIRO with the following requirements:

1. This duct support is only part of a total duct installation and support system which

should be included is a submittal type format for review and acceptance. Example

due to wind uplift multiple duct supports will need to be roofed in. Duct size and

weight is a consideration when selecting duct support methods.

2. Duct supports shall be a minimum of 12” elevation above roof surface to allow for

future roof repairs.

3. Required roof protective measures are implemented during construction per project

specifications.

4. Use 2” Styrofoam blocking under the duct support on Build up roofs and use a slip

sheet when on EPDM type roof.

5. The footprint of the duct support shall be large enough to ensure the weight per

square inch does not exceed the weight per inch rating of the roof assembly.

6. The use of duct hold down is required to control duct uplift due to wind.

7. Duct support and related hardware attachment to the duct follow duct Mfr. and

SMACNA guidelines to include the use of an internal sheet metal sleeve within the

phenolic duct as needed.

SECTION 23 05 30 HYDRONIC SYSTEM SPECIALTIES

2.01A Air Separators

Add: Grundfos



Addendum No. 002 – 01/17/2020

2.01B Bladder Type Compression tanks

Add: Grundfos

2.01H Balance Valves

Add: Griswold

SECTION 23 33 00 AIR DUCT ACCESSORIES

2.01H Sound Attenuators

Add: VAW

SECTION 23 34 00 HVAC FANS

2.01A Power Roof Exhaust Fan

Add: Twin City Fan

SECTION 23 37 00 AIR OUTLETS & INLETS

2.01A Registers, Grilles and Diffusers

Add: Tuttle & Bailey

SECTION 23 72 19 FIXED PLATE AIR-TO-AIR ENERGY RECOVERY EQUIPMENT

2.01A Fixed Plate Heat Exchanger

Add: York

B. PROJECT MANUAL

1. SECTION 00 01 10 – TABLE OF CONTENTS (Not Reissued)

a. ADD to 00 31 26.23 Asbestos-Containing Materials: “Attachment F” Minneapolis Public School

Asbestos Abatement Contractor Scope of Work ITB-2017-AA.

b. ADD to 00 52 00 Form of Agreement: the sample Exhibit D – Project Schedule

c. ADD to 00 52 00 Form of Agreement: the AIA Document E203 – 2013 Building Information Mod-

eling and Digital Data Exhibit

d. DELETE Section 01 32 13 – SEQUENCE AND SCHEDULING OF THE WORK – BAR CHART.

2. SECTION 00 31 26.23 – Asbestos-Containing Materials (Issued as part of this addendum)



Addendum No. 002 – 01/17/2020

a. ADD the enclosed “Attachment F” – Minneapolis Public Schools Asbestos Abatement Contractor

Scope of Work ITB-2017-AA.

2. SECTION 00 52 00 – FORM OF AGREEMENT AIA A101 (Reissued as part of this addendum)

a. The Standard Form of Agreement Between Owner and Contractor AIA A101 is reissued as part

of this addendum.

b. ADD the AIA Document Exhibit A, Insurance and Bonds.

c. ADD the sample Exhibit B, Project Charter.

d. ADD the sample Exhibit C Owner Insurance.

e. ADD the sample Exhibit D – Project Schedule

f. ADD the AIA Document E203 – 2013 Building Information Modeling and Digital Data Exhibit

3. SECTION 00 41 00 – BID FORM (Reissued as part of this addendum)

a. This spec section is reissued.

4. SECTION 01 11 00 – SUMMARY OF WORK (Reissued as part of this addendum)

a. This spec section is reissued.

5. SECTION 01 22 00 – UNIT PRICES (Not Reissued)

a. ADD 3.01 C: UNIT PRICE No. 3

1. Description: Provide in the Base Bid a unit price allowance (1) 30 CY trash dumpster for

school use in moving prior to demolition and new work. The price shall all costs including

delivery of the dumpster, storing on site and hauling off/disposal of contents. Credits or

additions to the Contract Price shall be made on the actual quantities of dumpsters used.

2. Unit of measurement: (1) 30 cy dumpster.

6. SECTION 01 23 00 – ALTERNATES (Not Reissued)

a. DELETE K. Bid Add Alternate No. 10.

7. SECTION 01 32 13 – SEQUENCE AND SCHEDULING OF THE WORK – BAR CHART (Not Reissued)

a. REMOVE this section in it’s entirety.



Addendum No. 002 – 01/17/2020

8. SECTION 01 78 27 – OPERATING AND MAINTENANCE DATA (Not Reissued)

a. CHANGE 1.08 D. to read: Submit, at a minimum, two (2) copies of revised volumes (or in the

case of multiple school / site projects, one (1) school/site-specific each and one (1) project com-

prehensive operation and maintenance manuals) of data in final form within ten (1) days after

final inspection. Include with each binder an electronic copy of the Operations and Mainte-

nance manual following the same format as the written (coordinate with MPS Project Manager

on acceptable media type, file type and format).

9. SECTION 08 41 13 – ALUMINUM FRAMED ENTRANCES AND STOREFRONTS (Not Reissued)

a. CHANGE 1.01 A.4 to read: Provide glass and glazing for interior and exterior aluminum doors,

door sidelights and door transoms.

b. DELETE 2.11 B.

c. RENUMBER 2.11 C TO BE 2.11 B AND CHANGE to read: Refer to Door Schedule and ALUMINUM

STOREFRONT FRAME TYPES on Drawing sheet A-600 for identification of doors with anodized

finish.

d. RENUMBER 2.11 D TO BE 2.11 C.

10. SECTION 08 81 10 – INTERIOR GLAZING (Not Reissued)

a. CHANGE 2.01 B.4 to read: ¼-INCH Clear Tempered Glass (GL-1T).

11. SECTION 22 40 00 PLUMBING FIXTURES

Refer to 2.05B Lavatory Fixtures; add the following:

1. WF-1, Wash Fountains: Bradley Bradmate 2 station Washfountain System Model S93-572, with

push button activated air valves. Standard or juvenile height. Heights to be selected by the Ar-

chitect. Waste shall be Kohler Model K-9000, 1 1/2-inch chrome plated brass trap with clean

out. Water connections shall be Type L copper water tube with solder joint fittings with ball

valve shut-off valves.

12. SECTION 23 05 29 HANGERS AND SUPPORTS

Refer to 3.04, add the following A:

3. This duct support is only part of a total duct installation and support system which should be in-

cluded is a submittal type format for review and acceptance. Example due to wind uplift multi-

ple duct supports will need to be roofed in. Duct size and weight is a consideration when select-

ing duct support methods.



Addendum No. 002 – 01/17/2020

4. Duct supports shall be a minimum of 12” elevation above roof surface to allow for future roof

repairs.

5. Required roof protective measures are implemented during construction per project specifica-

tions.

6. Use 2” Styrofoam blocking under the duct support on Build up roofs and use a slip sheet when

on EPDM type roof.

7. The footprint of the duct support shall be large enough to ensure the weight per square inch

does not exceed the weight per inch rating of the roof assembly.

8. The use of duct hold down is required to control duct uplift due to wind.

9. Duct support and related hardware attachment to the duct follow duct Mfr. and SMACNA guide-

lines to include the use of an internal sheet metal sleeve within the phenolic duct as needed.

13. SECTION 23 05 30 HYDRONIC SYSTEM SPECIALTIES

Refer to 2.01I: Omit 2. Gerand from acceptable manufacturer.

14. SECTION 23 37 00 AIR OUTLETS AND INLETS

a. Add the following to 2.01:

C. Acceptable Manufacturers for Low Contour Roof Hoods: Subject to compliance with re-

quirements of the Contract Documents, acceptable manufacturers are as follows or Owner

approved equal:

1. Penn Ventilator

2. Cesco

3. Greenheck

4. Cook

5. Jenn Air

6. United Enertech

b. Add 2.04 LOW CONTOUR ROOF HOODS

A. General Requirements: Gravity ventilators, pressure relief, and outside air intake hoods

shall be of a heavy gauge, galvanized steel or aluminum construction with hinged hoods.

Units shall have a factory applied coat of Rust-Oleum or equal applied over a base coat of

zinc chromate.

1. Curb thickness shall be shown on Architectural Drawings.

2. Hood shall be hinged for access to dampers.

B. Seams: Vertical seams shall be continuously welded with lock formed seams on hood

ends.



Addendum No. 002 – 01/17/2020

C. Weather Baffle: Provide curb flange with air shaft extended a minimum of 2 inches above

bottom of hood to provide a weather baffle. Provide 12-inch air shaft extension for out-

side air intakes.

D. Bird Screen: Provide an aluminum expanded metal bird screen with 85 percent free area.

E. Dampers: Gravity, back-draft dampers shall be counterbalanced. Provide dampers called

for in schedule.

F. Roof Curb: Curb shall be fabricated of 18 gauge galvanized steel with liquid tight, continu-

ously welded corner seams, prime coat, 1 1/2 inch wood nailer and 1 1/2 inch, 3 pound

density rigid fiberglass insulation. Curb shall be straight cantless type with full metal liner

c. Add 3.04 INSTALLATION OF ROOF HOODS

A. Work Included: Examine areas and conditions, with installer present, for compliance with

requirements for installation, tolerances, roof curbs, equipment supports, and the

conditions affecting performance. Do not proceed until satisfactory installation conditions

have been met.

B. General Requirements for Installation: Install ventilator curbs plumb and level, and in

accordance with manufacturer instructions. Secure ventilators and curb extensions with

cadmium plated hardware, each gravity ventilator shall have a hinge kit and the damper

installed at roof curb height, bottom of curb extension.

C. Adjustment:

1. Damper linkage shall be adjusted for proper operation, smooth, free, and no binding.

Damper edges to be checked for proper seal.

2. Clean interior of cabinet of dirt, dust, and construction debris.

D. Commissioning:

1. Before system start-up, perform the following:

a. Verify units are mounted securely, hardware mounting installed, and final duct

connections and electrical connections are completed.

2. During balancing phase, adjust linkage for proper air delivery:

a. Include the tested minimum, maximum air flow quantities of outside air intakes in

test and balance report.

15. SECTION 23 73 13 MODULAR INDOOR CENTRAL STATION AIR HANDLING UNITS

a. Add the following to 2.02A Casing:

Heating coil casing shall be stainless steel at cooling coil and heating coil sections.



Addendum No. 002 – 01/17/2020

b. Add the following to 2.04A Casing:

Heating coil casing shall have stainless steel drain pan.

c. Add the following to 2.06A Coils:

C shall be 0.25” wall thickness.

C. DRAWINGS

1. SHEET AD-260 – DEMOLITION FIRST FLOOR REFLECTED CEILING PLAN (Drawing is not reissued)

a. CLARIFICATION: In the existing Main Office Area, Staff Lounge, Staff Restrooms, Hallway includ-

ing rooms 111, 111A, 111C, 111D, 111E, 111F, 111H, 111G, 112, 115, 118, 120, 121 and 121, the

demolition of the existing 2x4 ceiling tiles and all HVAC ductwork will handled by the MPS

Abatement Contractor. See the Asbestos-Containing Materials: “Attachment F” Minneapolis

Public School Asbestos Abatement Contractor Scope of Work ITB-2017-AA that is enclosed with

this Addendum for additional information.

2. SHEET A-111 – ENLARGED NEW WORK FIRST FLOOR PLAN (Drawing is not reissued)

a. REVISE the layout, dimensions, partition types for Toilet Rooms 112K, 112L, 114, and 116 per

the attached SKA-1.

3. SHEET A-270 – NEW WORK SECOND FLOOR REFLECTED CEILING PLAN (Reissued as part of this

addendum)

a. A-270 is reissued in this submittal showing the new work light fixtures which were not visible in

the ceiling plan. The actual amount and locations of light fixtures did not change. See Permit Is-

sue EL 121 and EL 122 for additional information.

4. SHEET A-600 – OPENING SCHEDULE, DOOR TYPES, FRAME TYPES, DOOR DETAILS (Drawing is not

reissued)

a. SEE GLASS TYPES legend. CHANGE GL- 4T text read: 1-INCH CLEAR TEMPERED INSULATING

GLASS WITH LOW-E COATING. SEE 08 41 13 2.04 C. FOR ADDITIONAL REQUIREMENTS.

b. SEE ALUMINUM STOREFRONT FRAME TYPES. Under A1 ADD the text: DARK BRONZE ANODIZED

STOREFRONT FRAME AND ENTRANCE DOOR.



Addendum No. 002 – 01/17/2020

c. SEE ALUMINUM STOREFRONT FRAME TYPES. Under A2 ADD the text: DARK BRONZE ANODIZED


d. SEE ALUMINUM STOREFRONT FRAME TYPES. Under A3 ADD the text: DARK BRONZE ANODIZED


1. SHEET P-111 – LEVEL 1 PLUMBING PLAN (Drawing is not reissued)

a. Refer to 2/P-111: Remove LAV-2 north of Toilet 114/116 and replace with WF-1.

2. SHEET MD112 – LEVEL 1 MECHANICAL DEMOLITION PLAN AREA-B (This drawing is reissued)

a. See the enclosed plan sheet for changes.

3. SHEET M-401 – ENLARGED MECHANICAL ROOM PLANS (Drawing is not reissued)

a. Refer to 2/M-401 SECOND FLOOR – ENLARGED MECHANICAL ROOM PLAN 205B: Provide Com-

bination Fire Smoke Dampers to the following ductwork routing through the boiler room floor;

60x24 RA, 32x12 RA, 32x12 SA, and 32x12 SA. Four (4) total.

4. SHEET M-601 – MECHANICAL EQUIPMENT SCHEDULES (This drawing is reissued)

a. See the enclosed plan sheet for changes.

5. SHEET M-603 – MECHANICAL EQUIPMENT SCHEDULES (Drawing is not reissued)

a. Refer to VFD Schedule: VFD-HP-1 shall be revised to 30 HP capacity

b. Refer to VFD Schedule: VFD-HP-2 shall be revised to 30 HP capacity

c. Refer to Pump Schedule: Add Note 4: PROVIDE WITH FACTORY DISCONNECT

6. SHEET E-000 ELECTRICAL SYMBOLS AND ABBREVIATIONS (Drawing is not reissued)

a. Electrical Symbols Legend – REVISE the Push plate mounting height to be 33” AFF

b. Add electrical contact information.

7. SHEET E-601 MOTOR & EQUIPMENT SCHEDULE (This drawing is reissued)



Addendum No. 002 – 01/17/2020

a. Revise schedule as noted.

8. SHEET E-602 ELECTRICAL PANEL SCHEDULES (This drawing is reissued)

a. Revise panelboard H3 schedule as noted.

9. SHEET E-801 ELECTRICAL POWER SINGLE LINE DIAGRAM (This drawing is reissued)

a. Revise drawing as noted.

10. SHEET ED100 BASEMENT ELECTRICAL DEMOLITION PLAN (Drawing is not reissued)

a. Demolish existing Chilled Water Pumps (CHWP-1 & CHWP-2) in boiler room 104A.

11. SHEET EP100 BASEMENT POWER PLAN (Drawing is not reissued)

a. Provide new Chiller Water Pumps (CHWP-1 & CHWP-2) and VFD’s for pumps.

b. Show VFD Locations for Heat Pumps.

c. Delete Four (4) floor boxes in center of building.

d. Delete one (1) existing power pole of building.

12. SHEET EP111 LEVEL 1 POWER PLAN – AREA-A (Drawing is not reissued)

a. Provide two (2) connections to fire smoke dampers outside Boiler Room 104A.

13. SHEET EP112 LEVEL 1 POWER PLAN – AREA-B (Drawing is not reissued)

a. Provide six (6) connections to fire smoke dampers in shaft outside room CL. 124.

b. Provide one (1) connections to fire smoke dampers in shaft outside room CL. 122.

14. SHEET EP121 LEVEL 2 POWER PLAN – AREA-A (Drawing is not reissued)

a. Provide four (4) connections to fire smoke dampers in Mechanical 205B.

15. SHEET EP122 LEVEL 2 POWER PLAN – AREA-B (Drawing is not reissued)

a. Provide three (3) connections to fire smoke dampers at shaft wall in room CL. 224.

D. ATTACHMENTS

1. PROJECT MANUAL SPECIFICATIONS SECTION 00 31 26.23 Asbestos Containing Materials - “Attach-

ment F” Minneapolis Public School Asbestos Abatement Contractor Scope of Work ITB-2017-AA.

2. PROJECT MANUAL SPECIFICATIONS SECTION 00 41 00 – BID FORM

3. PROJECT MANUAL SPECIFICATIONS SECTION 00 52 00 – FORM OF AGREEMENT A101



Addendum No. 002 – 01/17/2020

4. PROJECT MANUAL SPECIFICATIONS SECTION 00 52 00 – FORM OF AGREEMENT A101 - A, Insurance

and Bonds.

5. PROJECT MANUAL SPECIFICATIONS SECTION 00 52 00 – FORM OF AGREEMENT A101 - Exhibit B, Pro-

ject Charter.

6. PROJECT MANUAL SPECIFICATIONS SECTION 00 52 00 – FORM OF AGREEMENT A101 - Exhibit C

Owner Insurance.

7. PROJECT MANUAL SPECIFICATIONS SECTION 00 52 00 – FORM OF AGREEMENT A101 - Exhibit D –

Project Schedule

8. PROJECT MANUAL SPECIFICATIONS SECTION 00 52 00 – FORM OF AGREEMENT A101 - AIA Docu-

ment E203 – 2013 Building Information Modeling and Digital Data Exhibit

9. PROJECT MANUAL SPECIFICATIONS SECTION 01 11 00 – SUMMARY OF WORK

10. SKA-1

11. A-270 NEW WORK SECOND FLOOR REFLECTED CEILING PLAN

12. MD112 – LEVEL 1 MECHANICAL DEMOLITION PLAN AREA-B

13. M-601 – MECHANICAL EQUIPMENT SCHEDULES

14. E-601 – ELECTRICAL MOTOR & EQUIPMENT SCHEDULE

15. E-602 – ELECTRICAL PANEL SCHEDULES

16. E-801 ELECTRICAL POWER SINGLE LINE DIAGRAM

* END OF ADDENDUM NO. 002 *

DOCUMENT 00 41 00 BIDDERS NAME

LYNDALE COMMUNITY SCHOOL - RENOVATION Page 1 of 4

MPS Project No.19LYND001 00 41 00 - Bid Form

ADDM 2

BID FORM - Part 1 of 4 – ADDM 2 Project: Lyndale Community School – Existing Building Renovation

312 W 34th Street Minneapolis, MN 55408

To: Minneapolis Public Schools (MPS)

Special School District No. 1 1250 West Broadway Avenue Minneapolis, MN 55411

Official Publication Number: OP-2910 Architect: Pope Architects, Inc.

1295 Bandana Blvd N, Suite 200 St. Paul, MN 55000

BIDDER: BASE BID

a. I have examined the work site and the Bidding Documents, and hereby propose and agree to furnish all labor, materials, and equipment required to complete the Work.

b. Base Bid:

Written: DOLLARS

Numerical: $

ALTERNATES – (see Project Manual section 01 23 00 ALTERNATES for additional requirements).

a. Bid Alternate Bid No. 1: If the Owner elects to proceed with Alternate No. 1, Provide DX on AHU #03 and #07, add the sum.

Written: DOLLARS

Numerical: $

b. Bid Alternate Bid No. 2: If the Owner elects to proceed with Alternate No. 2, Removal of the existing

domestic water pipe insulation and installation of new insulation, add the sum.

Written: DOLLARS

Numerical: $

c. Bid Alternate Bid No. 3: If the Owner elects to proceed with Alternate No. 3, Removal of the existing

rainwater piping insulation and installation of new insulation, add the sum.

Written: DOLLARS




ADDM 2

Numerical: $

d. Bid Alternate Bid No. 4: If the Owner elects to proceed with Alternate No. 4, Removal of the existing

rainwater piping, insulation and primary roof drains and provide new piping, insulation and primary

roof drains, add the sum.

Written: DOLLARS

Numerical: $

e. Bid Alternate Bid No. 5: If the Owner elects to proceed with Alternate No. 5, Removal of the existing

chilled water piping and provide chilled water piping, add the sum.

Written: DOLLARS

Numerical: $

f. Bid Alternate Bid No. 6: If the Owner elects to proceed with Alternate No. 6, Removal of the existing site

chain link fencing and replace with ornamental fencing, add the sum.

Written: DOLLARS

Numerical: $

g. Bid Alternate Bid No. 7: If the Owner elects to proceed with Alternate No. 7, Removal of the existing

monument sign and provide a new monument sign, add the sum.

Written: DOLLARS

Numerical: $

h. Bid Alternate Bid No. 8: If the Owner elects to proceed with Alternate No. 8, Removal of the existing

roof access hatch and ladder and provide a new roof access hatch and ladder, add the sum.

Written: DOLLARS

Numerical: $

i. Bid Alternate Bid No. 9A: If the Owner elects to proceed with Alternate No. 9, Fill the existing fuel oil

tank with sand per MPCA requirements, add the sum.

Written: DOLLARS

Numerical: $

j. Bid Alternate Bid No. 9b: If the Owner elects to proceed with Alternate No. 9, Removal of the existing

fuel oil tank and abate soil as required per MPCA requirements, backfill and provide new paving,

add the sum.




ADDM 2

Written: DOLLARS

Numerical: $

k. Bid Alternate Bid No. 10: If the Owner elects to proceed with Alternate No. 10, Provide 30 Cy dumpsters

for school moving for each of the two project phases, add the sum.

Written: DOLLARS

Numerical: $ ADDM 2

ALLOWANCES (See Project Manual section 01 21 00 – ALLOWANCES for additional requirements).

a. Allowance No. 1: The contractor shall include an allowance of $85,000.00 for the payment of Building Permit fees.

Numerical: $ ADDM 2

UNIT PRICES (See Project Manual section 01 22 00 – UNIT PRICES for additional requirements).

a. Unit Price Bid No. 1: Disposal of the existing fuel oil tank Fuel Oil (Fuel Oil tested by Owner hired consultant and determined to be contaminated / unusable). (Final contract amount will be adjusted upward or downward based on the actual of fuel oil removed):

Estimated quantity: 1,500 gallons @ $_______ per gallon = $______________________

Written: DOLLARS

Numerical: $ ADDM 1

b. Unit Price Bid No. 2: Pump and deliver Fuel Oil to another MPS site within 10 miles of Lyndale Community

School (Fuel Oil tested by Owner hired consultant and determined to be reusable). (Final contract amount will be adjusted upward or downward based on the actual of fuel oil removed and transported:

Estimated quantity: 1,500 gallons @ $_______ per gallon = $_______________________

Written: DOLLARS

Numerical: $ ADDM 1

c. Unit Price Bid No. 3: Provide in the Base Bid a unit price allowance of (1) 30 CY trash dumpster for school use in moving prior to demolition and new work. The price shall all costs including delivery of the dumpster, storing on site and hauling off/disposal of contents. Credits or additions to the Contract Price shall be made on the actual quantities of dumpsters used.:

Estimated quantity: (1) dumpster @ $_______ per dumpster = $_______________________

Written: DOLLARS

Numerical: $ ADDM 2




ADDM 2

ADDENDA

a. I acknowledge receipt of the following Addenda and have incorporated their provisions into the bid.

No. Date No. Date

No. Date No. Date

CONTRACT TIME - (See Project Manual section 01 11 00 – SUMMARY OF WORK for additional requirements).

a. I agree to meet the Phase 1 and Phase 2 milestones and substantially complete the Work by August 23, 2021. ADDM 2

SITE VISIT

a. I have visited the work site to verify existing conditions in regard to the Contract Documents. BID GUARANTY PERIOD

a. I agree to hold these bids open for a period of sixty (60) days after the bid opening. If this bid is accepted within that period, I agree to execute a contract with the Owner, and to furnish a Labor and Materials Payment Bond and a Performance Bond in the full amount of the Contract.

PROJECT LABOR AGREEMENT (See Document 00 73 00, Supplementary Conditions)

a. If awarded a Contract, all labor employed on the Project will comply with the paying of the Project Labor Agreement (PLA). yes no

BID BOND

a. I enclose a Bid Bond, certified check, or cashier’s check in the amount of two percent (2%) of the maximum bid, payable to AMinneapolis Public Schools@.

EQUAL EMPLOYMENT AND AFFIRMATIVE ACTION (See Appendix to Document 00 21 13, Instruction to

Bidders)

a. I agree to comply with requirements for Equal Employment Opportunity and Affirmative Action.

b. For construction projects or related materials and supplies over $10,000 but under $100,000: I have attached to this Bid Form a compliance statement on my company stationary assuring that the contracting firm is an Equal Opportunity/Affirmative Action Employer. (Failure to respond with this information may result in rejection of the Bid Form.)

c. For construction projects or related materials and supplies over $100,000:

I have attached to this Bid Form verification of having an Affirmative Action Plan approved by Minneapolis Public Schools. (Failure to respond with this information may result in rejection of the Bid Form.)

d. To complete this portion of the Bid Form; review, complete as indicated within the documents, and




ADDM 2

include with your bid submission the documents titled Bid Form - Part 2 of 4, Diversity Requirements and Reporting; Bid Form - Page 3 of 4, Diversity Subcontractor Performance; and Bid Form - Page 4 of 4, Diverse Vendor Affidavit.

1) I have attached Part 2 of 4, Diversity Requirements & Reporting. yes no 2) I have attached Part 3 of 4, Diversity Subcontractor Performance. yes no 3) I have attached Part 4 of 4, Diverse Vendor Affidavit. yes no

AFFIRMATIVE ACTION (See to Appendix to Document 00 21 13, Instruction to Bidders)

a. I have attached the Affirmative Action Bid Statement. yes no PREVAILING WAGES (See Document 00 73 46, Wage Determination Schedule)

a. I have attached the Prevailing Wage Certificate. yes no RESPONSIBLE CONTRACTOR

a. I have attached the Attachment A – Prime Contractor Response ___ yes ___ no b. I have attached the Attachment A1 – First Tier Subcontractor List ___ yes ___ no

STATUS OF FIRM

a. Bidder is: A sole proprietor. A partnership. A corporation registered in the state of . SIGNATURE

a. Name: Title:

b. Signature: Date:

c. Firm:

d. Address: (Street) (City) (State) (Zip Code)

e. Telephone: Fax:

f. If a partnership, list name and address of all partners. If a corporation, affix corporate seal and list State

of Incorporation.

g. The person signing this form is a person authorized to bind the company they are signing for.

END OF DOCUMENT

AIA®

Document A101TM – 2017

Standard Form of Agreement Between Owner and Contractor

where the basis of payment is a Stipulated Sum

AIA Document A101™ – 2017. Copyright © 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1967, 1974, 1977, 1987, 1991, 1997, 2007 and 2017

by The American Institute of Architects. All rights reserved. WARNING: This AIA® Document is protected by U.S. Copyright Law and

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11:15:40 ET on 01/16/2020 under Order No. 0188038492 which expires on 03/17/2020, and is not for resale.

User Notes: (3B9ADA38)

1

ADDITIONS AND DELETIONS:

The author of this document

has added information

needed for its completion.

The author may also have

revised the text of the

original AIA standard form.

An Additions and Deletions

Report that notes added

information as well as

revisions to the standard

form text is available from

the author and should be

reviewed.

This document has important

legal consequences.

Consultation with an

attorney is encouraged with

respect to its completion

or modification.

The parties should complete

A101™–2017, Exhibit A,

Insurance and Bonds,

contemporaneously with this

Agreement. AIA Document

A201™–2017, General

Conditions of the Contract

for Construction, is

adopted in this document by

reference. Do not use with

other general conditions

unless this document is

modified.

ELECTRONIC COPYING of any

portion of this AIA® Document

to another electronic file is

prohibited and constitutes a

violation of copyright laws

as set forth in the footer of

this document.

AGREEMENT made as of the « » day of « » in the year « »

(In words, indicate day, month and year.)

BETWEEN the Owner:

(Name, legal status, address and other information)

«Minneapolis Public Schools »«Special School District #1 »

«1250 West Broadway Avenue »

«Minneapolis, MN 55411 »

« »

and the Contractor:


« »« »

« »

« »

« »

for the following Project:

(Name, location and detailed description)

«OP#20-2910 MPS Lyndale Community School – Existing Building Renovations »

« »

« »

The Architect:


« »« »

«Pope Architects, Inc »

«1295 Bandana Blvd. North Ste#200 »

«St. Paul, MN 55408 »

The Owner and Contractor agree as follows.







2

TABLE OF ARTICLES 1 THE CONTRACT DOCUMENTS 2 THE WORK OF THIS CONTRACT 3 DATE OF COMMENCEMENT AND SUBSTANTIAL COMPLETION 4 CONTRACT SUM 5 PAYMENTS 6 DISPUTE RESOLUTION 7 TERMINATION OR SUSPENSION 8 MISCELLANEOUS PROVISIONS 9 ENUMERATION OF CONTRACT DOCUMENTS EXHIBIT A INSURANCE AND BONDS

ARTICLE 1 THE CONTRACT DOCUMENTS The Contract Documents consist of this Agreement, Conditions of the Contract (General, Supplementary, and other

Conditions), Drawings, Specifications, Addenda issued prior to execution of this Agreement, other documents listed

in this Agreement, and Modifications issued after execution of this Agreement, all of which form the Contract, and

are as fully a part of the Contract as if attached to this Agreement or repeated herein. The Contract represents the

entire and integrated agreement between the parties hereto and supersedes prior negotiations, representations, or

agreements, either written or oral. An enumeration of the Contract Documents, other than a Modification, appears in

Article 9.

ARTICLE 2 THE WORK OF THIS CONTRACT The Contractor shall fully execute the Work described in the Contract Documents, except as specifically indicated in

the Contract Documents to be the responsibility of others.

ARTICLE 3 DATE OF COMMENCEMENT AND SUBSTANTIAL COMPLETION § 3.1 The date of commencement of the Work shall be:

(Check one of the following boxes.)

[ « » ] The date of this Agreement.

[ «X » ] A date set forth in a notice to proceed issued by the Owner.

[ « » ] Established as follows:

(Insert a date or a means to determine the date of commencement of the Work.)

« »

If a date of commencement of the Work is not selected, then the date of commencement shall be the date of this

Agreement.

§ 3.2 The Contract Time shall be measured from the date of commencement of the Work.

§ 3.3 Substantial Completion







3

§ 3.3.1 Subject to adjustments of the Contract Time as provided in the Contract Documents, the The Contractor shall

achieve Substantial Completion of the entire Work:

(Check one of the following boxes and complete the necessary information.)

[ « » ] Not later than « » ( « » ) calendar days from the date of commencement of the Work.

[ «X » ] By the following date: «Defined in EXH-D Project Schedule »

§ 3.3.2 Subject to adjustments of the Contract Time as provided in the Contract Documents, if portions of the Work

are to be completed prior to Substantial Completion of the entire Work, the Contractor shall achieve Substantial

Completion of such portions by the following dates:dates are defined in EXH-D Project Schedule. Such portions of

the work not completed as defined in EXH-D Project Schedule shall be subject to liquidated damages as set forth in

Article 4.5.

Portion of Work Substantial Completion Date

§ 3.3.3 If the Contractor fails to achieve Substantial Completion as provided in this Section 3.3, liquidated damages,

if any, shall be assessed as set forth in Section 4.5.

ARTICLE 4 CONTRACT SUM § 4.1 The Owner shall pay the Contractor the Contract Sum in current funds for the Contractor’s performance of the

Contract. The Contract Sum shall be ($ ), Contract as defined in EXH-B Project Charter, subject to additions and

deductions as provided in the Contract Documents.

§ 4.2 Alternates § 4.2.1 Alternates, if any, included in the Contract Sum:Sum are defined in EXH-B Project Charter.

Item Price

§ 4.2.2 Subject to the conditions noted below, the following in EXH-B Project Charter, alternates may be accepted

by the Owner following execution of this Agreement. Upon acceptance, the Owner shall issue a Modification to this

Agreement.

(Insert below each alternate and the conditions that must be met for the Owner to accept the alternate.)

Item Price Conditions for Acceptance

§ 4.3 Allowances, if any, included in the Contract Sum:Sum are defined in EXH-B Project Charter.

(Identify each allowance.)

Item Price

§ 4.4 Unit prices, if any:any are defined in EXH-B Project Charter.

(Identify the item and state the unit price and quantity limitations, if any, to which the unit price will be applicable.)

Item Units and Limitations Price per Unit ($0.00)

§ 4.5 Liquidated damages, if any:damages

(Insert terms and conditions for liquidated damages, if any.)Contractor and Owner recognized that time is of the

essence for the Project and the Owner will suffer financial loss if the Work is not completed in the time specified in

the Contract Documents. The parties also recognized the delays, expenses, and difficulties involved in proving in a

legal or arbitration proceeding the actual loss suffered by the Owner if the Work is not completed on time.

Accordingly, instead of requiring such proof, the Owner and Contractor agree that as liquidated







4

damages for delay (but not as penalty), Contractor shall pay Owner $1,000.00 per calendar day for each day that

expires after the time specified for Substantial Completion in EXH-D Project Schedule until such time the Work is

determined to be substantially complete by the

Owner.

§ 4.6 Other:

(Insert provisions for bonus or other incentives, if any, that might result in a change to the Contract Sum.)After

Substantial Completion, if Contractor shall neglect, refuse, or fail to complete the remaining work within the

Contract time specified in the Contract Documents, the contractor shall pay the Owner $1,000.00 per day that

expires after the time specified in the Contract Documents for Final Completion and readiness for Final Payment

until the Work is completed.

»

»

ARTICLE 5 PAYMENTS § 5.1 Progress Payments § 5.1.1 Based upon Applications for Payment submitted to the Architect by the Contractor and Certificates for

Payment issued by the Architect, the Owner shall make progress payments on account of the Contract Sum to the

Contractor as provided below and elsewhere in the Contract Documents.

§ 5.1.2 The period covered by each Application for Payment shall be one calendar month ending on the last day of

the month, or as follows:month.

»

§ 5.1.3 Provided that When an Application for Payment is received by the Architectnot later than the day of a

month, the Owner shall make payment of the amount certified to the Contractor not later than the day of

the month. If an Application for Payment is received by the Architect after the application date fixed above, ,

payment of the amount certified shall be made by the Owner not later than «45 » ( «forty-five » ) days after the

Architect receives the Application for Payment.

(Federal, state or local laws may require payment within a certain period of time.)

§ 5.1.4 Each Application for Payment shall be based on the most recent schedule of values submitted by the

Contractor on AIA G702 Application and Certificate for Payment in accordance with the Contract Documents. The

schedule of values shall allocate the entire Contract Sum among the various portions of the Work. The schedule of

values shall be prepared in such form, and supported by such data to substantiate its accuracy, as the Architect may

require. This schedule of values shall be used as a basis for reviewing the Contractor’s Applications for Payment.

§ 5.1.5 Applications for Payment shall show the percentage of completion of each portion of the Work as of the end

of the period covered by the Application for Payment.

§ 5.1.6 In accordance with AIA Document A201™–2017, General Conditions of the Contract for Construction, and

subject to other provisions of the Contract Documents, the amount of each progress payment shall be computed as

follows:

§ 5.1.6.1 The amount of each progress payment shall first include:

.1 That portion of the Contract Sum properly allocable to completed Work;

.2 That portion of the Contract Sum properly allocable to materials and equipment delivered and suitably

stored at the site for subsequent incorporation in the completed construction, or, if approved in

advance by the Owner, suitably stored off the site at a location agreed upon in writing; and

.3 That portion of Construction Change Directives that the Architect determines, in the Architect’s

professional judgment, to be reasonably justified.

§ 5.1.6.2 The amount of each progress payment shall then be reduced by:

.1 The aggregate of any amounts previously paid by the Owner;







5

.2 The amount, if any, for Work that remains uncorrected and for which the Architect has previously

withheld a Certificate for Payment as provided in Article 9 of AIA Document A201–2017;

.3 Any amount for which the Contractor does not intend to pay a Subcontractor or material supplier,

unless the Work has been performed by others the Contractor intends to pay;

.4 For Work performed or defects discovered since the last payment application, any amount for which

the Architect may withhold payment, or nullify a Certificate of Payment in whole or in part, as

provided in Article 9 of AIA Document A201–2017; and

.5 Retainage withheld pursuant to Section 5.1.7.

§ 5.1.7 Retainage § 5.1.7.1 For each progress payment made prior to Substantial Completion of the Work, the Owner may withhold the

following amount, as retainage, from the payment otherwise due:

(Insert a percentage or amount to be withheld as retainage from each Application for Payment. The amount of

retainage may be limited by governing law.)

«5% (five percent) »

§ 5.1.7.1.1 The following items are not subject to retainage:

(Insert any items not subject to the withholding of retainage, such as general conditions, insurance, etc.)

«For major items installed into the Work, the Contractor may request full payment for the items to ensure prompt

delivery and fabrication. Such items shall be recommended by the Architect and approved by the Owner as not

requiring retainage. Prompt payment for the items shall be documented by the Contractor to the Owner in the

subsequent payment application by submitting a full lien release for the items. Major items may include mechanical

units with long lead times, structural systems with long lead times, critical path systems or items, etc. Major items

will be discussed and defined by Owner, Architect, and Contractor.»

§ 5.1.7.2 Reduction or limitation of retainage, if any, shall be as follows:

(If the retainage established in Section 5.1.7.1 is to be modified prior to Substantial Completion of the entire Work,

including modifications for Substantial Completion of portions of the Work as provided in Section 3.3.2, insert

provisions for such modifications.)Prior to Substantial Completion and at the discretion of the Owner, retainage

may be reduced. If the Work has been 50% completed as

§ 5.1.7.3 Except as set forth in this Section 5.1.7.3, upon Substantial Completion of the Work, the Contractor may

submit an Application for Payment that includes the retainage withheld from prior Applications for Payment

pursuant to this Section 5.1.7. The Application for Payment submitted at Substantial Completion shall not include

retainage as follows:determined by the Architect and is satisfactory to the Owner, then 90% of the retained amount

may be released to the Contractor for completed work (with 10% of the total retained by the Owner.) Upon

Substantial Completion, additional retainage may be returned to the Contractor as recommended by the Architect

and approved by the Owner to an amount sufficient to satisfactorily complete the Work. Retainage release will

comply with Minnesota Statute 15.72 after Substantial Completion and punch list acceptance by the Owner.

»

(Insert any other conditions for release of retainage upon Substantial Completion.)

»

§ 5.1.8 If final completion of the Work is materially delayed through no fault of the Contractor, the Owner shall pay

the Contractor any additional amounts in accordance with Article 9 of AIA Document A201–2017.

§ 5.1.9 Except with the Owner’s prior approval, the Contractor shall not make advance payments to suppliers for

materials or equipment which have not been delivered and stored at the site.site or otherwise stored offsite with

adequate Owner approved insurance provided to the Owner.







6

§ 5.2 Final Payment § 5.2.1 Final payment, constituting the entire unpaid balance of the Contract Sum, shall be made by the Owner to the

Contractor when

.1 the Contractor has fully performed the Contract except for the Contractor’s responsibility to correct

Work as provided in Article 12 of AIA Document A201–2017, and to satisfy other requirements, if

any, which extend beyond final payment; and

.2 a final Certificate for Payment has been issued by the Architect.

.3 all lien waivers and IC134 forms have been delivered to the Owner.

§ 5.2.2 The Owner’s final payment to the Contractor shall be made no later than 30 45 days after the issuance of the

Architect’s final Certificate for Payment, or as follows:Payment.

»

§ 5.3 Interest Payments due and unpaid under the Contract shall bear interest from the date payment is due at the rate stated

below, or in the absence thereof, at the legal rate prevailing from time to time at the place where the Project is

located. Owner will pay the Contractor 0% interest for Payments not due made within forty five (45) days.

»

(Insert rate § 5.4 Prompt Payment to Subcontractors

This Contract requires the Contractor and all Subcontractors and Sub-subcontractors (of any tier) to promptly pay

any subcontractor or material supplier contract within ten (10) days of receipt of interest agreed upon, if

any.)payment by Owner for undisputed services provided by the party requesting payment. The party responsible for

payment (other than the Owner) shall pay interest of one and one half (1-1/2) percent per month to the party

requesting payment on any undisputed amount not paid on time. The minimum monthly interest penalty payment for

an unpaid balance of $100 or more is $10. For an unpaid balance of less than $100, the party responsible for

payment shall pay the actual penalty due to the party requesting payment.

ARTICLE 6 DISPUTE RESOLUTION § 6.1 Initial Decision Maker The Architect will serve as the Initial Decision Maker pursuant to Article 15 of AIA Document A201–2017, unless

A201–2017.

»

§ 6.1.1 Mediation the parties appoint below another individual, not a party to this Agreement, to serve as the Initial Decision

Maker.Either the Owner or the Contractor may request mediation of any Claim submitted to the Architect for

decision before such decision becomes final and binding. The mediation will be governed by the Construction

Industry Mediation Rules of the American Arbitration Association in effect at the date of this contract. The request

for mediation shall be made in writing to the American Arbitration Association and to the other party of this

contract.

Owner and Contractor shall participate in the mediation process in good faith. The process shall be concluded within

sixty (60) days of the date of filing the request.







7

(If the parties mutually agree, insert the name, address and other contact information of the Initial Decision Maker,

if other than the Architect.)If the Claim is not resolved by mediation, the Architect's action shall become final and

binding thirty (30) days after termination of the mediation proceedings. Within the time period, the Owner and

Contractor mayrequest Binding Dispute Resolution.

The Work must continue, at the Owner's discretion, in accordance with paragraph 15.1.4.1 of AIA Document A201-

2017.

§ 6.2 Binding Dispute Resolution For any Claim subject to, but not resolved by, mediation pursuant to Article 15 of AIA Document A201–2017, the

method of binding dispute resolution shall be as follows:

(Check the appropriate box.)

[ « » ] Arbitration pursuant to Section 15.4 of AIA Document A201–2017

[ «X » ] Litigation in a court of competent jurisdiction

[ « » ] Other (Specify)

« »

If the Owner and Contractor do not select a method of binding dispute resolution, or do not subsequently agree in

writing to a binding dispute resolution method other than litigation, Claims will be resolved by litigation in a court

of competent jurisdiction.

ARTICLE 7 TERMINATION OR SUSPENSION § 7.1 The Contract may be terminated by the Owner or the Contractor as provided in Article 14 of AIA Document

A201–2017.

§ 7.1.1 If the Contract is terminated for the Owner’s convenience in accordance with Article 14 of AIA Document

A201–2017, then the Owner shall pay the Contractor a termination fee as follows:

(Insert the amount of, or method for determining, the fee, if any, payable to the Contractor following a termination

for the Owner’s convenience.)

«Termination fee will be based on the percentage of work completed and any materials purchased or in production

at the time of termination. Said fee and justification shall be provided to the Owner by the Contractor within ten (10)

days of the notice of termination. »

§ 7.2 The Work may be suspended by the Owner as provided in Article 14 of AIA Document A201–2017.

ARTICLE 8 MISCELLANEOUS PROVISIONS § 8.1 Where reference is made in this Agreement to a provision of AIA Document A201–2017 or another Contract

Document, the reference refers to that provision as amended or supplemented by other provisions of the Contract

Documents.

§ 8.2 The Owner’s representative:

(Name, address, email address, and other information)

«Jeff M. Helstrom – Project Manager. [email protected] O: 612-668-0305 M: 612-207-7859 »

«1250 West Broadway Avenue »

«Minneapolis, MN 55411»

« »

« »

« »

§ 8.3 The Contractor’s representative:

mailto:[email protected]







8

(Name, address, email address, and other information)

« »

« »

« »

« »

« »

« »

§ 8.4 Neither the Owner’s nor the Contractor’s representative shall be changed without ten days’ prior notice to the

other party.

§ 8.5 Insurance and Bonds § 8.5.1 The Owner and the Contractor shall purchase and maintain insurance as set forth in AIA Document A101™–

2017, Standard Form of Agreement Between Owner and Contractor where the basis of payment is a Stipulated Sum,

Exhibit A, Insurance and Bonds, and elsewhere in the Contract Documents.

§ 8.5.2 The Contractor shall provide bonds as set forth in AIA Document A101™–2017 Exhibit A, and elsewhere in

the Contract Documents.

§ 8.6 Notice in electronic format, pursuant to Article 1 of AIA Document A201–2017, may be given in accordance

with AIA Document E203™–2013, Building Information Modeling and Digital Data Exhibit, if completed, or as

otherwise set forth below:

(If other than in accordance with AIA Document E203–2013, insert requirements for delivering notice in electronic

format such as name, title, and email address of the recipient and whether and how the system will be required to

generate a read receipt for the transmission.)

§ 8.7 Other provisions:

«Owner prohibits Contractor from using the Work in any marketing material or business developement practice.

Contractor is prohibited from communication with any news outlet or public without Owner's written approval.

Floor plans, designs, wiring, safety and security measures shall be kept confidential by the Contractor, the

Subcontractors, the Sub-subcontractors (of any tier) during and after completion of the Work. »

ARTICLE 9 ENUMERATION OF CONTRACT DOCUMENTS § 9.1 This Agreement is comprised of the following documents:

.1 AIA Document A101™–2017, Standard Form of Agreement Between Owner and Contractor

.2 AIA Document A101™–2017, Exhibit A, Insurance and Bonds

.3 AIA Document A201™–2017, General Conditions of the Contract for Construction

.4 AIA Document E203™–2013, Building Information Modeling and Digital Data Exhibit, dated as

indicated below:

(Insert the date of the E203-2013 incorporated into this Agreement.)

«March 13, 2018 »

.5 Drawings

Number Title Date « »

.6 Specifications

Section Title Date Pages

« »







9

.7 Addenda, if any:

Number Date Pages « »

Portions of Addenda relating to bidding or proposal requirements are not part of the Contract

Documents unless the bidding or proposal requirements are also enumerated in this Article 9.

.8 Other Exhibits:

(Check all boxes that apply and include appropriate information identifying the exhibit where

required.)

EXH-B Project Charter

[ ] AIA Document E204™–2017, Sustainable Projects Exhibit, dated as indicated below:

EXH-C Owner Insurance

(Insert the date of the E204-2017 incorporated into this Agreement.)

EXH-D Project Schedule

[ ] The Sustainability Plan:

Title Date Pages

[ « » ] Supplementary and other Conditions of the Contract:

Document Title Date Pages

« »

.9 Other documents, if any, listed below:

(List here any additional documents that are intended to form part of the Contract Documents. AIA

Document A201™–2017 provides that the advertisement or invitation to bid, Instructions to Bidders,

sample forms, the Contractor’s bid or proposal, portions of Addenda relating to bidding or proposal

requirements, and other information furnished by the Owner in anticipation of receiving bids or

proposals, are not part of the Contract Documents unless enumerated in this Agreement. Any such

documents should be listed here only if intended to be part of the Contract Documents.)

« »

This Agreement entered into as of the day and year first written above.

« » « »

OWNER (Signature) CONTRACTOR (Signature)

« »« » « »« »

(Printed name and title) (Printed name and title)

AIA®

Document A101TM – 2017

Exhibit A

Insurance and Bonds

AIA Document A101™ – 2017 Exhibit A. Copyright © 2017 by The American Institute of Architects. All rights reserved. WARNING: This AIA®

Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® Document,

or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the

law. This draft was produced by AIA software at 11:42:45 ET on 12/12/2018 under Order No.8259021829 which expires on 03/18/2019, and is

not for resale.

User Notes: (1681416805)

1

ADDITIONS AND DELETIONS:

The author of this document

has added information

needed for its completion.

The author may also have

revised the text of the

original AIA standard form.

An Additions and Deletions

Report that notes added

information as well as

revisions to the standard

form text is available from

the author and should be

reviewed.

This document has important

legal consequences.

Consultation with an

attorney is encouraged with

respect to its completion

or modification.

This document is intended

to be used in conjunction

with AIA Document A201™–

2017, General Conditions of

the Contract for

Construction. Article 11 of

A201™–2017 contains

additional insurance

provisions.

ELECTRONIC COPYING of any

portion of this AIA® Document

to another electronic file is

prohibited and constitutes a

violation of copyright laws

as set forth in the footer of

this document.

This Insurance and Bonds Exhibit is part of the Agreement, between the Owner and the

Contractor, dated the « » day of « » in the year « »

(In words, indicate day, month and year.)

for the following PROJECT:

(Name and location or address)

« OP#20-2910 MPS Lyndale Community School – Existing Building Renovations

Project »

« »

THE OWNER: (Name, legal status and address)

« Minneapolis Public Schools Special School District #1 »« »

« 1250 West Broadway Avenue

Minneapolis, MN 55411 »

THE CONTRACTOR: (Name, legal status and address)

« »« »

« »

TABLE OF ARTICLES A.1 GENERAL A.2 OWNER’S INSURANCE A.3 CONTRACTOR’S INSURANCE AND BONDS A.4 SPECIAL TERMS AND CONDITIONS

ARTICLE A.1 GENERAL The Owner and Contractor shall purchase and maintain insurance, and provide bonds, as

set forth in this Exhibit. As used in this Exhibit, the term General Conditions refers to

AIA Document A201™–2017, General Conditions of the Contract for Construction.

ARTICLE A.2 OWNER’S INSURANCE § A.2.1 General Prior to commencement of the Work, the Owner shall secure the insurance, and provide

evidence of the coverage, required under this Article A.2 and, upon the Contractor’s

request, provide a copy of the property insurance policy or policies required by Section

A.2.3. The copy of the policy or policies provided shall contain all applicable conditions,

definitions, exclusions, and endorsements.





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§ A.2.2 Liability Insurance The Owner shall be responsible for purchasing and maintaining the Owner’s usual general liability insurance.

§ A.2.3 Required Property Insurance § A.2.3.1 Unless this obligation is placed on the Contractor pursuant to Section A.3.3.2.1, the Owner shall purchase

and maintain, from an insurance company or insurance companies lawfully authorized to issue insurance in the

jurisdiction where the Project is located, property insurance written on a builder's risk “all-risks” completed value or

equivalent policy form and sufficient to cover the total value of the entire Project on a replacement cost basis. The

Owner’s property insurance coverage shall be no less than the amount of the initial Contract Sum, plus the value of

subsequent Modifications and labor performed and materials or equipment supplied by others. The property

insurance shall be maintained until Substantial Completion and thereafter as provided in Section A.2.3.1.3, unless

otherwise provided in the Contract Documents or otherwise agreed in writing by the parties to this Agreement. This

insurance shall include the interests of the Owner, Contractor, Subcontractors, and Sub-subcontractors in the Project

as insureds. This insurance shall include the interests of mortgagees as loss payees.

§ A.2.3.1.1 Causes of Loss. The insurance required by this Section A.2.3.1 shall provide coverage for direct physical

loss or damage, and shall not exclude the risks of fire, explosion, theft, vandalism, malicious mischief, collapse,

earthquake, flood, or windstorm. The insurance shall also provide coverage for ensuing loss or resulting damage

from error, omission, or deficiency in construction methods, design, specifications, workmanship, or materials. Sub-

limits, if any, are as follows:

(Indicate below the cause of loss and any applicable sub-limit.)

Causes of Loss Sub-Limit

§ A.2.3.1.2 Specific Required Coverages. The insurance required by this Section A.2.3.1 shall provide coverage for

loss or damage to falsework and other temporary structures, and to building systems from testing and startup. The

insurance shall also cover debris removal, including demolition occasioned by enforcement of any applicable legal

requirements, and reasonable compensation for the Architect’s and Contractor’s services and expenses required as a

result of such insured loss, including claim preparation expenses. Sub-limits, if any, are as follows:

(Indicate below type of coverage and any applicable sub-limit for specific required coverages.)

Coverage Sub-Limit

§ A.2.3.1.3 Unless the parties agree otherwise, upon Substantial Completion, the Owner shall continue the insurance

required by Section A.2.3.1 or, if necessary, replace the insurance policy required under Section A.2.3.1 with

property insurance written for the total value of the Project that shall remain in effect until expiration of the period

for correction of the Work set forth in Section 12.2.2 of the General Conditions.

§ A.2.3.1.4 Deductibles and Self-Insured Retentions. If the insurance required by this Section A.2.3 is subject to

deductibles or self-insured retentions, the Owner shall be responsible for all loss not covered because of such

deductibles or retentions.

§ A.2.3.2 Occupancy or Use Prior to Substantial Completion. The Owner’s occupancy or use of any completed or

partially completed portion of the Work prior to Substantial Completion shall not commence until the insurance

company or companies providing the insurance under Section A.2.3.1 have consented in writing to the continuance

of coverage. The Owner and the Contractor shall take no action with respect to partial occupancy or use that would

cause cancellation, lapse, or reduction of insurance, unless they agree otherwise in writing.

§ A.2.3.3 Insurance for Existing Structures If the Work involves remodeling an existing structure or constructing an addition to an existing structure, the Owner

shall purchase and maintain, until the expiration of the period for correction of Work as set forth in Section 12.2.2 of

the General Conditions, “all-risks” property insurance, on a replacement cost basis, protecting the existing structure

against direct physical loss or damage from the causes of loss identified in Section A.2.3.1, notwithstanding the

undertaking of the Work. The Owner shall be responsible for all co-insurance penalties.





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§ A.2.4 Optional Extended Property Insurance. The Owner shall purchase and maintain the insurance selected and described below.

(Select the types of insurance the Owner is required to purchase and maintain by placing an X in the box(es) next to

the description(s) of selected insurance. For each type of insurance selected, indicate applicable limits of coverage

or other conditions in the fill point below the selected item.)

[ « » ] § A.2.4.1 Loss of Use, Business Interruption, and Delay in Completion Insurance, to reimburse the

Owner for loss of use of the Owner’s property, or the inability to conduct normal operations due to a

covered cause of loss.

« »

[ « » ] § A.2.4.2 Ordinance or Law Insurance, for the reasonable and necessary costs to satisfy the minimum

requirements of the enforcement of any law or ordinance regulating the demolition, construction,

repair, replacement or use of the Project.

« »

[ « » ] § A.2.4.3 Expediting Cost Insurance, for the reasonable and necessary costs for the temporary repair of

damage to insured property, and to expedite the permanent repair or replacement of the damaged

property.

« »

[ « » ] § A.2.4.4 Extra Expense Insurance, to provide reimbursement of the reasonable and necessary excess

costs incurred during the period of restoration or repair of the damaged property that are over and

above the total costs that would normally have been incurred during the same period of time had no

loss or damage occurred.

« »

[ « » ] § A.2.4.5 Civil Authority Insurance, for losses or costs arising from an order of a civil authority

prohibiting access to the Project, provided such order is the direct result of physical damage covered

under the required property insurance.

« »

[ « » ] § A.2.4.6 Ingress/Egress Insurance, for loss due to the necessary interruption of the insured’s business

due to physical prevention of ingress to, or egress from, the Project as a direct result of physical

damage.

« »

[ « » ] § A.2.4.7 Soft Costs Insurance, to reimburse the Owner for costs due to the delay of completion of the

Work, arising out of physical loss or damage covered by the required property insurance: including

construction loan fees; leasing and marketing expenses; additional fees, including those of architects,

engineers, consultants, attorneys and accountants, needed for the completion of the construction,

repairs, or reconstruction; and carrying costs such as property taxes, building permits, additional

interest on loans, realty taxes, and insurance premiums over and above normal expenses.

« »

§ A.2.5 Other Optional Insurance. The Owner shall purchase and maintain the insurance selected below.





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(Select the types of insurance the Owner is required to purchase and maintain by placing an X in the box(es) next to

the description(s) of selected insurance.)

[ « » ] § A.2.5.1 Cyber Security Insurance for loss to the Owner due to data security and privacy breach,

including costs of investigating a potential or actual breach of confidential or private information.

(Indicate applicable limits of coverage or other conditions in the fill point below.)

« »

[ « » ] § A.2.5.2 Other Insurance

(List below any other insurance coverage to be provided by the Owner and any applicable limits.)

Coverage Limits

ARTICLE A.3 CONTRACTOR’S INSURANCE AND BONDS § A.3.1 General § A.3.1.1 Certificates of Insurance. The Contractor shall provide certificates of insurance acceptable to the Owner

evidencing compliance with the requirements in this Article A.3 at the following times: (1) prior to commencement

of the Work; (2) upon renewal or replacement of each required policy of insurance; and (3) upon the Owner’s

written request. An additional certificate evidencing continuation of commercial liability coverage, including

coverage for completed operations, shall be submitted with the final Application for Payment and thereafter upon

renewal or replacement of such coverage until the expiration of the periods required by Section A.3.2.1 and Section

A.3.3.1. The certificates will show the Owner as an additional insured on the Contractor’s Commercial General

Liability and excess or umbrella liability policy or policies.

§ A.3.1.2 Deductibles and Self-Insured Retentions. The Contractor shall disclose to the Owner any deductible or self-

insured retentions applicable to any insurance required to be provided by the Contractor.

§ A.3.1.3 Additional Insured Obligations. To the fullest extent permitted by law, the Contractor shall cause the

commercial general liability coverage to include (1) the Owner, the Architect, and the Architect’s consultants as

additional insureds for claims caused in whole or in part by the Contractor’s negligent acts or omissions during the

Contractor’s operations; and (2) the Owner as an additional insured for claims caused in whole or in part by the

Contractor’s negligent acts or omissions for which loss occurs during completed operations. The additional insured

coverage shall be primary and non-contributory to any of the Owner’s general liability insurance policies and shall

apply to both ongoing and completed operations. To the extent commercially available, the additional insured

coverage shall be no less than that provided by Insurance Services Office, Inc. (ISO) forms CG 20 10 07 04, CG 20

37 07 04, and, with respect to the Architect and the Architect’s consultants, CG 20 32 07 04.

§ A.3.2 Contractor’s Required Insurance Coverage § A.3.2.1 The Contractor shall purchase and maintain the following types and limits of insurance as defined in EXH-

C Owner Insurance from an insurance company or insurance companies lawfully authorized to issue insurance in the

jurisdiction where the Project is located. The Contractor shall maintain the required insurance until the expiration of

the period for correction of Work as set forth in Section 12.2.2 of the General Conditions, unless a different duration

is stated below:

(If the Contractor is required to maintain insurance for a duration other than the expiration of the period for

correction of Work, state the duration.)

« »

§ A.3.2.2 Commercial General Liability § A.3.2.2.1 Commercial General Liability insurance for the Project written on an occurrence form with policy limits

of not less than « » ($ « » ) each occurrence, « » ($ « » ) general aggregate, and « » ($ « » ) aggregate for

products-completed operations hazard,as defined in EXH-C Owner Insurance providing coverage for claims

including





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.1 damages because of bodily injury, sickness or disease, including occupational sickness or disease,

and death of any person;

.2 personal injury and advertising injury;

.3 damages because of physical damage to or destruction of tangible property, including the loss of use

of such property;

.4 bodily injury or property damage arising out of completed operations; and

.5 the Contractor’s indemnity obligations under Section 3.18 of the General Conditions.

§ A.3.2.2.2 The Contractor’s Commercial General Liability policy under this Section A.3.2.2 shall not contain an

exclusion or restriction of coverage for the following:

.1 Claims by one insured against another insured, if the exclusion or restriction is based solely on the

fact that the claimant is an insured, and there would otherwise be coverage for the claim.

.2 Claims for property damage to the Contractor’s Work arising out of the products-completed

operations hazard where the damaged Work or the Work out of which the damage arises was

performed by a Subcontractor.

.3 Claims for bodily injury other than to employees of the insured.

.4 Claims for indemnity under Section 3.18 of the General Conditions arising out of injury to employees

of the insured.

.5 Claims or loss excluded under a prior work endorsement or other similar exclusionary language.

.6 Claims or loss due to physical damage under a prior injury endorsement or similar exclusionary

language.

.7 Claims related to residential, multi-family, or other habitational projects, if the Work is to be

performed on such a project.

.8 Claims related to roofing, if the Work involves roofing.

.9 Claims related to exterior insulation finish systems (EIFS), synthetic stucco or similar exterior

coatings or surfaces, if the Work involves such coatings or surfaces.

.10 Claims related to earth subsidence or movement, where the Work involves such hazards.

.11 Claims related to explosion, collapse and underground hazards, where the Work involves such

hazards.

§ A.3.2.3 Automobile Liability covering vehicles owned, and non-owned vehicles used, by the Contractor, with

policy limits of not less than « » ($ « » ) per accident, for bodily injury, death of any person, and property damage

arising out of the ownership, maintenance and use of those motor vehicles along with any other statutorily required

automobile coverage.as defined in EXH-C Owner Insurance.

§ A.3.2.4 The Contractor may achieve the required limits and coverage for Commercial General Liability and

Automobile Liability through a combination of primary and excess or umbrella liability insurance, provided such

primary and excess or umbrella insurance policies result in the same or greater coverage as the coverages required

under Section A.3.2.2 and A.3.2.3, and in no event shall any excess or umbrella liability insurance provide narrower

coverage than the primary policy. The excess policy shall not require the exhaustion of the underlying limits only

through the actual payment by the underlying insurers. Umbrella coverage as defined in EXH-C Owner Insurance.

§ A.3.2.5 Workers’ Compensation at statutory limits for Coverage A as defined in EXH-C Owner Insurance.

§ A.3.2.6 Employers’ Liability Coverage B with policy limits not less than « » ($ « » ) each accident, « » ($ « » )

each employee, and « » ($ « » ) policy limitas defined in EXH-C Owner Insurance.

§ A.3.2.7 Jones Act, and the Longshore & Harbor Workers’ Compensation Act, as required, if the Work involves

hazards arising from work on or near navigable waterways, including vessels and docks

§ A.3.2.8 If the Contractor is required to furnish professional services as part of the Work, the Contractor shall

procure Professional Liability insurance covering performance of the professional services, with policy limits of not

less than « » ($ « » ) per claim and « » ($ « » ) in the aggregateas defined in EXH-C Owner Insurance.





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§ A.3.2.9 If the Work involves the transport, dissemination, use, or release of pollutants, the Contractor shall procure

Pollution Liability insurance, with policy limits of not less than « » ($ « » ) per claim and « » ($ « » ) in the

aggregate.

§ A.3.2.10 Coverage under Sections A.3.2.8 and A.3.2.9 may be procured through a Combined Professional Liability

and Pollution Liability insurance policy, with combined policy limits of not less than « » ($ « » ) per claim and « »

($ « » ) in the aggregate.

§ A.3.2.11 Insurance for maritime liability risks associated with the operation of a vessel, if the Work requires such

activities, with policy limits of not less than « » ($ « » ) per claim and « » ($ « » ) in the aggregate.

§ A.3.2.12 Insurance for the use or operation of manned or unmanned aircraft, if the Work requires such activities,

with policy limits of not less than « » ($ « » ) per claim and « » ($ « » ) in the aggregateas defined in EXH-C

Owner Insurance.

§ A.3.3 Contractor’s Other Insurance Coverage § A.3.3.1 Insurance selected and described in this Section A.3.3 shall be purchased from an insurance company or

insurance companies lawfully authorized to issue insurance in the jurisdiction where the Project is located. The

Contractor shall maintain the required insurance until the expiration of the period for correction of Work as set forth

in Section 12.2.2 of the General Conditions, unless a different duration is stated below:

(If the Contractor is required to maintain any of the types of insurance selected below for a duration other than the

expiration of the period for correction of Work, state the duration.)

« If Professional Liability insurance is required as part of the Contract, the Contractor shall maintain coverage for

one year beyond the date of Substantial Completion. »

§ A.3.3.2 The Contractor shall purchase and maintain the following types and limits of insurance in accordance with

Section A.3.3.1as defined in EXH-C Owner Insurance.

(Select the types of insurance the Contractor is required to purchase and maintain by placing an X in the box(es)

next to the description(s) of selected insurance. Where policy limits are provided, include the policy limit in the

appropriate fill point.)

[ « » ] § A.3.3.2.1 Property insurance of the same type and scope satisfying the requirements identified in

Section A.2.3, which, if selected in this section A.3.3.2.1, relieves the Owner of the responsibility to

purchase and maintain such insurance except insurance required by Section A.2.3.1.3 and Section

A.2.3.3. The Contractor shall comply with all obligations of the Owner under Section A.2.3 except to

the extent provided below. The Contractor shall disclose to the Owner the amount of any deductible,

and the Owner shall be responsible for losses within the deductible. Upon request, the Contractor

shall provide the Owner with a copy of the property insurance policy or policies required. The Owner

shall adjust and settle the loss with the insurer and be the trustee of the proceeds of the property

insurance in accordance with Article 11 of the General Conditions unless otherwise set forth below:

(Where the Contractor’s obligation to provide property insurance differs from the Owner’s

obligations as described under Section A.2.3, indicate such differences in the space below.

Additionally, if a party other than the Owner will be responsible for adjusting and settling a loss with

the insurer and acting as the trustee of the proceeds of property insurance in accordance with Article

11 of the General Conditions, indicate the responsible party below.)

« »

[ « » ] § A.3.3.2.2 Railroad Protective Liability Insurance, with policy limits of not less than « » ($ « » ) per

claim and « » ($ « » ) in the aggregate, for Work within fifty (50) feet of railroad property.

[ « » ] § A.3.3.2.3 Asbestos Abatement Liability Insurance, with policy limits of not less than « » ($ « » ) per

claim and « » ($ « » ) in the aggregate, for liability arising from the encapsulation, removal,

handling, storage, transportation, and disposal of asbestos-containing materials.





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[ « » ] § A.3.3.2.4 Insurance for physical damage to property while it is in storage and in transit to the

construction site on an “all-risks” completed value form.

[ « » ] § A.3.3.2.5 Property insurance on an “all-risks” completed value form, covering property owned by

the Contractor and used on the Project, including scaffolding and other equipment.

[ « » ] § A.3.3.2.6 Other Insurance

(List below any other insurance coverage to be provided by the Contractor and any applicable

limits.)

Coverage Limits

§ A.3.4 Performance Bond and Payment Bond The Contractor shall provide surety bonds, from a company or companies lawfully authorized to issue surety bonds

in the jurisdiction where the Project is located, as follows:

(Specify type and penal sum of bonds.)

Type Penal Sum ($0.00)

Payment Bond

Performance Bond

Payment and Performance Bonds shall be AIA Document A312™, Payment Bond and Performance Bond, or

contain provisions identical to AIA Document A312™, current as of the date of this Agreement.

ARTICLE A.4 SPECIAL TERMS AND CONDITIONS Special terms and conditions that modify this Insurance and Bonds Exhibit, if any, are as follows:

« »

January 16, 2020 P a g e | 1 of 1

Exhibit B – Project Charter

Project Name and Number OP#20-2910 MPS Lyndale Community School – Existing Building Renovations

Lyndale Community School

312 West 34th Street


Minneapolis Public Schools Project Number 19LYNDI001

Description HVAC system upgrades throughout the entire facility and enhance student safety through the relocation of the school office and redesign of the main building entrance. Replace certain building systems that are beyond their system lifecycle.

Contract Sum The Contract Sum shall be $0,000,000.00

Alternates Item Price Status

Conditions Item Price Conditions for Acceptance

Allowances Item Price

Unit Prices Item Units and Limitations Price per Unit ($0.00)

Exhibit C Owner’s Insurance

May 6, 2019 Page 1 of 5

EXHIBIT C Owner Insurance

Insurance Requirements

1. CONSULTANT’S INSURANCE – to be used with AIA B101-2017, AIA C103-2015, or similar

non-contractor consultants:

The Consultant shall at its own expense maintain in effect at all times during the

performance of the Work under the Agreement at least the following coverage and limits

of insurance:

a. Worker’s Compensation and Employer’s Liability Insurance

i. Coverage A is statutory.

ii. Coverage B

$500,000 Each Accident

$500,000 Each Employee

$500,000 Policy Limit (Disease)

b. Comprehensive General Liability Insurance *

General Aggregate $1,000,000

Products/Completed Operations Aggregate $1,000,000

Per Occurrence $1,000,000

Medical Payments $10,000

* The Owner should be named as an additional insured for Comprehensive General

Liability Insurance.

c. Automobile Insurance

Per Occurrence $1,000,000

PIP Basic

Underinsured Motorist $1,000,000

Uninsured Motorist $1,000,000

d. Professional Liability Insurance

i. Per Claim $2,000,000


May 6, 2019 Page 2 of 5

ii. For projects with an estimated construction Contract Sum of over

$10,000,000 or major structural work an aggregate is required as follows:

Aggregate $4,000,000

e. Umbrella Liability Insurance

i. Per Occurrence $2,000,000

ii. For projects with an estimated construction Contract Sum of over

$10,000,000 or major structural work an aggregate is required as follows:

Aggregate $2,000,000

f. Manned or Unmanned Aircraft Coverage (if used)

i. Per Claim $1,000,000

ii. Aggregate $1,000,000

For specialty consultants used for commissioning activities, studies, asbestos surveys and

security, items A, B, C and F shall apply.

Special Asbestos Abatement Liability Insurance is required for Asbestos Abatement

Contractors. The limits are $1,500,000 per claim, for liability arising from the encapsulation,

removal, handling, storage, transportation, and disposal of asbestos-containing materials.

2. CONSULTANT’S OBLIGATIONS

Consultant shall not violate or knowingly permit any violation of any conditions or terms of

the policies of insurance required to be carried under the terms hereof and shall endeavor

to satisfy the requirements of the insurance companies issuing them. In the event

Consultant neglects, refuses or fails to provide or maintain any of the insurance required to

be carried under the Agreement, or if such insurance is canceled for any reason, the Owner

or the Owner’s lender(s) shall have the right, but not the duty, to procure or maintain the

same.

In the event the Owner or the Owner’s lender(s) do procure or maintain such insurance,

the Owner or the Owner’s lender(s) shall have, in additional to any and all other available

remedies, the right to recover from the Consultant (including the right of set-off against

sums otherwise due the Consultant) all of the costs associated with procuring or

maintaining such insurance.


May 6, 2019 Page 3 of 5

3. PROFESSIONAL LIABILITY INSURANCE

a. Professional Liability Coverage of $2,000,000 shall be maintained for one (1) year

from the date of Substantial Completion. If the Consultant discontinues its business

and if directed by Owner in writing, Consultant shall purchase such insurance in

such amount for an extended discovery period beyond the one (1) year after the

date of Substantial Completion, with the premium cost to be a reimbursable

expense paid by the Owner. The limit of liability for such policy may not be reduced

below $2,000,000 without the Owner giving its prior, written consent. All policies

of insurance that Consultant is required under the terms of this Exhibit C Owner’s

Insurance to secure and maintain shall bear the endorsement “Not to be canceled

until sixty (60) calendar days after Owner has received a written notice from

insurer as evidence by a return receipt of registered or certified mail.”

b. The Owner shall not be responsible for obtaining or paying premiums or other

expenses in connection with insurance required to be carried under the Agreement

or normally carried by the Consultant’s consultants, and the obligation to obtain

such insurance and to pay such premiums and other expenses shall be solely that

of the Consultant.

c. The Consultant shall bear all the costs of any and all deductible amounts under any

insurance policies required to be carried under the Agreement and shall remain

solely and fully liable for the full amount of any claim or item not compensated by

insurance (to the extent that any amount resulted from damages that arose out of

the Consultant’s sole negligence.)

4. COVERAGE

The coverage’s referred to above are set forth in full in the respective policy forms, and the

foregoing descriptions of such policies are not intended to be complete.

5. GENERALLY

a. The Consultant thereby represents and warrants to the Owner that, as of the date

of the execution of the Agreement, the Consultant is not aware of any claims or

potential claims which have been made, filed or threatened against any of the

insurance or for damages covered by any of the insurance required to be carried

under the Agreement that would affect the Consultant’s ability to provide the

insurance coverage required by this agreement.


May 6, 2019 Page 4 of 5

b. It is understood that the provisions in the Agreement requiring the Consultant to

carry insurance shall not be construed as in any manner waiving or restricting the

liability of the Consultant as to any obligations imposed under the Agreement,

including, but not limited to, obligations imposed under the provisions of Article 11

of the AIA A201-2017 General Conditions.

Insurance requirements for Contractors 1. CONTRACTOR’S INSURANCE – to be used with AIA A101-2017

The Contractor shall at its own expense maintain in effect at all times during the

performance of the Work under the Agreement at least the following coverage and limits

of insurance:

a. Commercial General Liability

i. General Aggregate $1,500,000

ii. Products/Completed Operations Aggregate $1,500,000

iii. Per Occurrence $1,500,000

The Owner shall be named as additional insured for Commercial General

Liability Insurance

b. Automobile Insurance

i. Per Occurrence $1,000,000

ii. PIP Basic

iii. Underinsured Motorist $1,000,000

iv. Uninsured Motorist $1,000,000

c. Workers Compensation

i. Coverage A is statutory.

ii. Coverage B $500,000 Each Accident

iii. $500,000 Each Employee


May 6, 2019 Page 5 of 5

d. Professional Liability (if the Contractor is hiring professionals)

i. Per Claim $2,000,000

For Projects with an estimated construction cost of over $10,000,000 or

major structural work, additional Aggregate coverage of $4,000,000 is

required.

e. Manned or Unmanned Aircraft Coverage (if used)

i. Per Claim $1,000,000


f. Property Insurance

i. Per Claim $1,000,000


This insurance is only required for materials stored offsite and not

incorporated into the project at delivery. For material stored on site, no

additional insurance is required.

g. Builders “all risk” Insurance

i. Per Claim $2,000,000


This insurance is only required for additions exceeding $10,000,000.

Renovations to existing schools are not required to have builders all risk

insurance.

h. Umbrella Liability

i. Aggregate limit $5,000,000

This insurance is required only for projects larger than $10,000,000 in total

construction costs.

January 16, 2020 P a g e | 1 of 1

Exhibit D – Project Schedule

Project Name and Number OP#20-2910 MPS Lyndale Community School – Existing Building Renovations

Lyndale Community School

312 West 34th Street


Minneapolis Public Schools Project Number 19LYNDI001

Description HVAC system upgrades throughout the entire facility and enhance student safety through the relocation of the school office and redesign of the main building entrance. Replace certain building systems that are beyond their system lifecycle.

Schedule

Substantial Completion The Work will be substantially complete on or before August 23, 2021.

Portion of Work Portion of Work Completion Date

Document E203TM – 2013Building Information Modeling and Digital Data Exhibit

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AIA Document E203™ – 2013. Copyright © 2013 by The American Institute of Architects. All rights reserved. WARNING: This AIA® Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 12:15:52 on 03/23/2018 under Order No. 8259021829 which expires on 03/18/2019, and is not for resale.User Notes: (3B9ADA20)

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ADDITIONS AND DELETIONS: The author of this document has added information needed for its completion. The author may also have revised the text of the original AIA standard form. An Additions and Deletions Report that notes added information as well as revisions to the standard form text is available from the author and should be reviewed. A vertical line in the left margin of this document indicates where the author has added necessary information and where the author has added to or deleted from the original AIA text.

This document has important legal consequences. Consultation with an attorney is encouraged with respect to its completion or modification.

This document is intended to be incorporated into an agreement between the parties and used in conjunction with AIA Documents G201™–2013, Project Digital Data Protocol Form, and G202™–2013, Building Information Modeling Protocol Form. It is anticipated that other Project Participants will incorporate a project specific E203–2013 into their agreements, and that the Parties and other Project Participants will set forth the agreed-upon protocols in AIA Documents G201–2013 and G202–2013.

This Exhibit dated the 13 day of March in the year 2018 is incorporated into the agreement (the “Agreement”) between the Parties for the following Project:(Name and location or address of the Project)

TABLE OF ARTICLES

1 GENERAL PROVISIONS

2 TRANSMISSION AND OWNERSHIP OF DIGITAL DATA

3 DIGITAL DATA PROTOCOLS

4 BUILDING INFORMATION MODELING PROTOCOLS

5 OTHER TERMS AND CONDITIONS

ARTICLE 1 GENERAL PROVISIONS§ 1.1 This Exhibit provides for the establishment of protocols for the development, use, transmission, and exchange of Digital Data for the Project. If Building Information Modeling will be utilized, this Exhibit also provides for the establishment of the protocols necessary to implement the use of Building Information Modeling on the Project, including protocols that establish the expected Level of Development for Model Elements at various milestones of the Project, and the associated Authorized Uses of the Building Information Models.

§ 1.2 The Parties agree to incorporate this Exhibit into their agreements with any other Project Participants that may develop or make use of Digital Data on the Project. Prior to transmitting or allowing access to Digital Data, a Party may require any Project Participant to provide reasonable evidence that it has incorporated this Exhibit into its agreement for the Project, and agreed to the most recent Project specific versions of AIA Document G201™–2013, Project Digital Data Protocol Form and AIA Document G202™–2013, Project Building Information Modeling Protocol Form.

§ 1.2.1 The Parties agree that each of the Project Participants utilizing Digital Data on the Project is an intended third party beneficiary of the Section 1.2 obligation to incorporate this Exhibit into agreements with other Project Participants, and any rights and defenses associated with the enforcement of that obligation. This Exhibit does not create any third-party beneficiary rights other than those expressly identified in this Section 1.2.1.

§ 1.3 Adjustments to the Agreement§ 1.3.1 If a Party believes that protocols established pursuant to Sections 3.2 or 4.5, and memorialized in AIA Documents G201–2013 and G202–2013, will result in a change in the Party’s scope of work or services warranting an adjustment in compensation, contract sum, schedule or contract time, the Party shall notify the other Party. Failure to provide notice as required in this Section 1.3 shall result in a Party’s waiver of any claims for adjustments in compensation, contract sum, schedule or contract time as a result of the established protocols.

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§ 1.3.2 Upon such notice, the Parties shall discuss and negotiate revisions to the protocols or discuss and negotiate any adjustments in compensation, contract sum, schedule or contract time in accordance with the terms of the Agreement.

§ 1.3.3 Notice required under this Section 1.3 shall be provided within thirty days of receipt of the protocols, unless otherwise indicated below:(If the Parties require a notice period other than thirty days from receipt of the protocols, indicate the notice period below.)

§ 1.4 Definitions§ 1.4.1 Building Information Model. A Building Information Model is a digital representation of the Project, or a portion of the Project, and is referred to in this Exhibit as the “Model,” which term may be used herein to describe a Model Element, a single model or multiple models used in the aggregate, as well as other data sets identified in AIA Document G202–2013, Project Building Information Modeling Protocol Form.

§ 1.4.2 Building Information Modeling. Building Information Modeling or Modeling means the process used to create the Model.

§ 1.4.3 Model Element. A Model Element is a portion of the Model representing a component, system or assembly within a building or building site.

§ 1.4.4 Level of Development. The Level of Development (LOD) describes the minimum dimensional, spatial, quantitative, qualitative, and other data included in a Model Element to support the Authorized Uses associated with such LOD.

§ 1.4.5 Authorized Uses. The term “Authorized Uses” refers to the permitted uses of Digital Data authorized in the Digital Data and/or Building Information Modeling protocols established pursuant to the terms of this Exhibit.

§ 1.4.6 Model Element Author. The Model Element Author is the entity (or individual) responsible for managing and coordinating the development of a specific Model Element to the LOD required for an identified Project milestone, regardless of who is responsible for providing the content in the Model Element. Model Element Authors are to be identified in Section 3.3, Model Element Table, of AIA Document G202–2013.

§ 1.4.7 Digital Data. Digital Data is information, including communications, drawings, specifications and designs, created or stored for the Project in digital form. Unless otherwise stated, the term Digital Data includes the Model.

§ 1.4.8 Confidential Digital Data. Confidential Digital Data is Digital Data containing confidential or business proprietary information that the transmitting party designates and clearly marks as “confidential.”

§ 1.4.9 Written or In Writing. In addition to any definition in the Agreement to which this Exhibit is attached, for purposes of this Exhibit and the Agreement, “written” or “in writing” shall mean any communication prepared and sent using a transmission method set forth in this Exhibit, or the protocols developed pursuant to this Exhibit, that permits the recipient to print the communication.

§ 1.4.10 Written Notice. In addition to any terms in the Agreement to which this Exhibit is attached, for purposes of this Exhibit and the Agreement, “written notice” shall be deemed to have been duly served if transmitted electronically to an address provided in this Exhibit or the Agreement using a transmission method set forth in this Exhibit that permits the recipient to print the communication.

§ 1.4.11 Party and Parties. The terms “Party” and “Parties” refer to the signing parties to the Agreement.

§ 1.4.12 Project Participant. A Project Participant is an entity (or individual) providing services, work, equipment or materials on the Project and includes the Parties.

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ARTICLE 2 TRANSMISSION AND OWNERSHIP OF DIGITAL DATA§ 2.1 The transmission of Digital Data constitutes a warranty by the Party transmitting Digital Data to the Party receiving Digital Data that the transmitting Party is the copyright owner of the Digital Data, or otherwise has permission to transmit the Digital Data for its use on the Project in accordance with the Authorized Uses of Digital Data established pursuant to the terms of this Exhibit.

§ 2.2 If a Party transmits Confidential Digital Data, the transmission of such Confidential Digital Data constitutes a warranty to the Party receiving such Confidential Digital Data that the transmitting Party is authorized to transmit the Confidential Digital Data. If a Party receives Confidential Digital Data, the receiving Party shall keep the Confidential Digital Data strictly confidential and shall not disclose it to any other person or entity except as set forth in Section 2.2.1.

§ 2.2.1 The receiving Party may disclose Confidential Digital Data as required by law or court order, including a subpoena or other form of compulsory legal process issued by a court or governmental entity. The receiving Party may also disclose the Confidential Digital Data to its employees, consultants or contractors in order to perform services or work solely and exclusively for the Project, provided those employees, consultants and contractors are subject to the restrictions on the disclosure and use of Confidential Digital Data as set forth in this Exhibit.

§ 2.3 By transmitting Digital Data, the transmitting Party does not convey any ownership right in the Digital Data or in the software used to generate the Digital Data. Unless otherwise granted in a separate license, the receiving Party’s right to use, modify, or further transmit Digital Data is specifically limited to designing, constructing, using, maintaining, altering and adding to the Project consistent with the terms of this Exhibit, and nothing contained in this Exhibit conveys any other right to use the Digital Data.

§ 2.4 Where a provision in this Article 2 conflicts with a provision in the Agreement into which this Exhibit is incorporated, the provision in this Article 2 shall prevail.

ARTICLE 3 DIGITAL DATA PROTOCOLS§ 3.1 Anticipated Types of Digital Data. The anticipated types of Digital Data to be used on the Project are as follows:(Indicate below the information on the Project that shall be created and shared in a digital format. If the Parties indicate that Building Information Modeling will be utilized on the Project, the Parties shall also complete Article 4.)Anticipated Digital Data Applicability to the

Project(Indicate Applicable or

Not Applicable)

Location of Detailed Description

(Section 3.1.1 below or in an attachment to this exhibit and identified

below)Project Agreements and Modifications Project communications Architect’s pre-construction submittals Contract Documents Contractor’s submittals Subcontractor’s submittals Modifications Project payment documents Notices and claims Building Information Modeling

§ 3.1.1 Insert a detailed description of the anticipated Digital Data identified in Section 3.1, if not further described in an attachment to this Exhibit.

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§ 3.2 As soon as practical following execution of the Agreement, the Parties shall further describe the uses of Digital Data, and establish necessary protocols governing the transmission and Authorized Uses of Digital Data, in consultation with the other Project Participants that are expected to utilize Digital Data on the Project.

§ 3.2.1 Unless another Project Participant is identified below, the Architect shall prepare and distribute to the other Project Participants Digital Data protocols for review, revision and approval.(If a Project Participant other than the Architect shall be responsible for preparing draft and final Digital Data protocols, identify that Project Participant.)

§ 3.2.2 The agreed upon Digital Data protocols shall be set forth in AIA Document G201–2013 and each Project Participant shall memorialize their agreement in writing to such Digital Data protocols.

§ 3.2.3 The Parties, together with the other Project Participants, shall review and, if necessary, revise the Digital Data protocols at appropriate intervals as required by the conditions of the Project.

§ 3.3 The Parties shall transmit, use, store and archive Digital Data in accordance with the Digital Data protocols set forth in the latest version of AIA Document G201–2013 agreed to by the Project Participants.

§ 3.4 Unauthorized Use§ 3.4.1 Prior to Establishment of Digital Data ProtocolsIf a Party receives Digital Data prior to the agreement to, and documentation of, the Digital Data protocols in AIA Document G201–2013, that Party is not authorized to use or rely on the Digital Data. Any use of, or reliance on, such Digital Data is at that Party’s sole risk and without liability to the other Party and its contractors, consultants, agents and employees.

§ 3.4.2 Following Establishment of Digital Data ProtocolsFollowing agreement to, and documentation of, the Digital Data protocols in AIA Document G201–2013, if a Party uses Digital Data inconsistent with the Authorized Uses identified in the Digital Data protocols, that use shall be at the sole risk of the Party using the Digital Data.

§ 3.5 Digital Data Management § 3.5.1 Centralized electronic document management system use on the Project shall be: (Check the appropriate box. If the Parties do not check one of the boxes below, the default selection shall be that the Parties will not utilize a centralized electronic document management system on the Project.)

[ X ] The Parties intend to use a centralized electronic document management system on the Project.

[ ] The Parties do not intend to use a centralized electronic document management system on the Project.

§ 3.5.2 If the Project Participants intend to utilize a centralized electronic document management system on the Project, the Project Participants identified in Section 3.5.3 shall be responsible for managing and maintaining such system. The Project Participants responsible for managing and maintaining the centralized electronic document management system shall facilitate the establishment of protocols for transmission, use, storage and archiving of the centralized Digital Data and assist the Project Participants identified in Section 3.2.1 above in preparing Digital Data protocols. Upon agreement to, and documentation of, the Digital Data protocols in AIA Document G201–2013, the Project Participants identified in Section 3.5.3 shall manage and maintain the centralized electronic document management system consistent with the management protocols set forth in the latest version of G201–2013 approved by the Project Participants.

§ 3.5.3 Unless responsibility is assigned to another Project Participant, the Architect shall be responsible for managing and maintaining the centralized electronic document management system. If the responsibility for management and maintenance will be assigned to another Project Participant at an identified Project milestone, indicate below the Project Participant who shall assume that responsibility, and the Project milestone.

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5

(Identify the Project Participant responsible for management and maintenance only if the Parties intend to utilize a centralized electronic document management system on the Project.)

Responsible Project Participant Project Milestone

ARTICLE 4 BUILDING INFORMATION MODELING PROTOCOLS§ 4.1 If the Parties indicate in Section 3.1 that Building Information Modeling will be used on the Project, specify below the extent to which the Parties intend to utilize Building Information Modeling and identify the provisions of this Article 4 governing such use:

[ ] The Parties shall utilize Building Information Modeling on the Project for the sole purpose of fulfilling the obligations set forth in the Agreement without an expectation that the Model will be relied upon by the other Project Participants. Unless otherwise agreed in writing, any use of, transmission of, or reliance on the Model is at the receiving Party’s sole risk. The remaining sections of this Article 4 shall have no force or effect.

[ X ] The Parties shall develop, share, use and rely upon the Model in accordance with Sections 4.2 through 4.10 of this Exhibit.

§ 4.2 Anticipated Building Information Modeling Scope. Indicate below the portions of the Project for which Modeling will be used and the anticipated Project Participant responsible for that Modeling.

Project Portion for Modeling Responsible Project Participant

§ 4.3 Anticipated Model Authorized Uses. Indicate below the anticipated Authorized Uses of the Model for the Project, which Authorized Uses will be agreed upon by the Project Participants and further described for each LOD in AIA Document G202–2013.

Authorized Uses of the Model for the Project are defined in Article 7 of AIA B101-2017.

§ 4.4 Ancillary Modeling Activities. Indicate additional Modeling activities agreed upon by the Parties, but not to be included in AIA Document G202–2013, if any.(Describe any Modeling activities, such as renderings, animations, performance simulations, or other similar use, including the anticipated amount and scope of any such Modeling activities.)

Defined in EXH-B Project Design Milestones & Deliverables to AIA B101-2017.

§ 4.5 Modeling Protocols. As soon as practical following execution of the Agreement, the Parties shall, in consultation with the other Project Participants that are expected to utilize Building Information Modeling on the Project, further describe the Authorized Uses of the Model and establish necessary protocols governing the development of the Model utilizing AIA Document G202–2013.

§ 4.5.1 The Modeling protocols shall address the following:.1 Identification of the Model Element Authors;.2 Definition of the various LOD for the Model Elements and the associated Authorized Uses for each

defined LOD;.3 Identification of the required LOD of each Model Element at each identified Project milestone;.4 Identification of the construction classification systems to be used on the Project;.5 The process by which Project Participants will exchange and share the Model at intervals not reflected

in Section 3.3, Model Element Table, of AIA Document G202–2013;.6 The process by which the Project Participants will identify, coordinate and resolve changes to the

Model;.7 Details regarding any anticipated as-designed or as-constructed Authorized Uses for the Model, if

required on the Project;

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.8 Anticipated Authorized Uses for facilities management or otherwise, following completion of the Project; and

.9 Other topics to be addressed by the Modeling protocols: (Identify additional topics to be addressed by the Modeling Protocols.)

§ 4.5.2 Unless responsibility is assigned to another Project Participant identified below, the Architect shall prepare and distribute Modeling protocols to the other Project Participants for review, revision and approval. (If a Project Participant other than the Architect shall be responsible for preparing draft and final Modeling protocols, identify that Project Participant.)

§ 4.5.3 The agreed upon Modeling protocols shall be set forth in AIA Document G202–2013 and each Project Participant shall memorialize their agreement in writing to such Modeling protocols.

§ 4.5.4 The Parties, together with the other Project Participants, shall review, and if necessary, revise the Modeling protocols at appropriate intervals as required by the conditions of the Project.

§ 4.6 The Parties shall develop, use and rely on the Model in accordance with the Modeling protocols set forth in the latest version of AIA Document G202–2013, which document shall be included in or attached to the Model in a manner clearly accessible to the Project Participants.

§ 4.7 Unauthorized Use§ 4.7.1 Prior to Establishment of Modeling ProtocolsIf a Party receives any Model prior to the agreement to, and documentation of, the Modeling protocols in AIA Document G202–2013, that Party is not authorized to use, transmit, or rely on the Model. Any use, transmission or reliance is at that Party’s sole risk and without liability to the other Party and its contractors, consultants, agents and employees.

§ 4.7.2 Following Establishment of Modeling ProtocolsFollowing agreement to, and documentation of, the Modeling protocols in AIA Document G202–2013, if a Party uses or relies on the Model inconsistent with the Authorized Uses identified in the Modeling protocols, such use or reliance shall be at the sole risk of the Party using or relying on the Model. A Party may rely on the Model Element only to the extent consistent with the minimum data required for the identified LOD, even if the content of a specific Model Element includes data that exceeds the minimum data required for the identified LOD.

§ 4.8 Model Management § 4.8.1 The requirements for managing the Model include the duties set forth in this Section 4.8. Unless assigned to another Project Participant, the Architect shall manage the Model from the inception of the Project. If the responsibility for Model management will be assigned to another Project Participant, or change at an identified Project milestone, indicate below the identity of the Project Participant who will assume that responsibility, and the Project milestone.

Responsible Project Participant Project Milestone

§ 4.8.2 Model Management Protocol Establishment. The Project Participant responsible for managing the Model, in consultation with the other Project Participants that are expected to utilize Building Information Modeling on the Project, shall facilitate the establishment and revision of Model management protocols, including the following:

.1 Model origin point, coordinate system, precision, file formats and units. The Model shall be accurately geo-located.

.2 Model file storage location(s)

.3 Processes for transferring and accessing Model files

.4 Naming conventions as defined in the Owner's Revit and Drafting Standards.

.5 Processes for aggregating Model files from varying software platforms

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.6 Model access rights

.7 Identification of design coordination and clash detection procedures.

.8 Model security requirements

.9 Other: (Identify additional Model management protocols to be addressed.)

The Project Participant responsible for managing the Model shall use the issued MPS Revit template and conform to MPS Revit and Drafting Standards as defined in EXH-C.2 Quality Performance and Owner Provisions of AIA B101-2017.

§ 4.8.3 Ongoing Responsibilities. The Project Participant responsible for managing the Model shall do so consistent with the Model management protocols, which shall also include the following ongoing responsibilities:

.1 Collect incoming Models:.1 Coordinate submission and exchange of Models.2 Create and maintain a log of Models received.3 Review Model files for consistency with Sections 4.8.2.1 through 4.8.2.5.4 Maintain a record copy of each Model file received

.2 Aggregate Model files and make them available for Authorized Uses

.3 Maintain Model Archives and backups consistent with the requirements of Section 4.8.4 below

.4 Manage Model access rights

.5 Other: (Identify additional responsibilities.)

§ 4.8.4 Model Archives. The individual or entity responsible for Model management as set forth in this Section 4.8 shall compile a Model Archive at the end of each Project milestone and shall preserve it without alteration as a record of Model completion as of that Project milestone.

§ 4.8.4.1 Additional Model Archive requirements, if any, are as follows:

§ 4.8.4.2 The procedures for storing and preserving the Model(s) upon final completion of the Project are as follows:

§ 4.9 Post-Construction Model. The services associated with providing a Model for post-construction use shall only be required if specifically designated in the table below as a Party’s responsibility. (Designate below any anticipated post-construction Model and related requirements, the Project Participant responsible for creating or adapting the Model to achieve such uses, and the location of a detailed description of the anticipated scope of services to create or adapt the Model as necessary to achieve such uses.)Post-Construction Model Applicability to

Project(Applicable or

Not Applicable)

Responsible Project Participant

Location of Detailed Description of Requirements

and Services(Section 4.10 below or in an

attachment to this exhibit and identified below)

§ 4.9.1 Remodeling Applicable Owner § 4.9.2 Wayfinding and Mapping Applicable Architect § 4.9.3 Asset/FF & E Management Applicable Owner § 4.9.4 Energy Management Applicable Owner § 4.9.5 Space Management Applicable Owner § 4.9.6 Maintenance Management Applicable Owner

§ 4.10 Insert a detailed description of the requirements for each Post-Construction Model identified in Section 4.9 and the anticipated services necessary to create each Post-Construction Model, if not further described in an attachment to this Exhibit.

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As part of basic services, the Architect shall produce wayfinding floor plans for use of the Owner. Floor plans shall be provided in PDF format to be printed on letter, 11x17 and 24x36 paper.

ARTICLE 5 OTHER TERMS AND CONDITIONSOther terms and conditions related to the transmission and use of Digital Data are as follows:

Additions and Deletions Report forAIA® Document E203TM – 2013

This Additions and Deletions Report, as defined on page 1 of the associated document, reproduces below all text the author has added to the standard form AIA document in order to complete it, as well as any text the author may have added to or deleted from the original AIA text. Added text is shown underlined. Deleted text is indicated with a horizontal line through the original AIA text.

Note: This Additions and Deletions Report is provided for information purposes only and is not incorporated into or constitute any part of the associated AIA document. This Additions and Deletions Report and its associated document were generated simultaneously by AIA software at 12:15:52 on 03/23/2018.

Additions and Deletions Report for AIA Document E203™ – 2013. Copyright © 2013 by The American Institute of Architects. All rights reserved. WARNING: This AIA® Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 12:15:52 on 03/23/2018 under Order No. 8259021829 which expires on 03/18/2019, and is not for resale.User Notes: (3B9ADA20)

1

PAGE 1 This Exhibit dated the 13 day of March in the year 2018 is incorporated into the agreement (the “Agreement”) between the Parties for the following Project: PAGE 4

[ X ] The Parties intend to use a centralized electronic document management system on the Project. PAGE 5

[ X ] The Parties shall develop, share, use and rely upon the Model in accordance with Sections 4.2 through 4.10 of this Exhibit.

... Authorized Uses of the Model for the Project are defined in Article 7 of AIA B101-2017. ... Defined in EXH-B Project Design Milestones & Deliverables to AIA B101-2017. PAGE 6

.1 Model origin point, coordinate system, precision, file formats and unitsunits. The Model shall be accurately geo-located.

...

.4 Naming conventions as defined in the Owner's Revit and Drafting Standards. PAGE 7

The Project Participant responsible for managing the Model shall use the issued MPS Revit template and conform to MPS Revit and Drafting Standards as defined in EXH-C.2 Quality Performance and Owner Provisions of AIA B101-2017.

... § 4.9.1 Remodeling Applicable Owner § 4.9.2 Wayfinding and Mapping Applicable Architect § 4.9.3 Asset/FF & E Management Applicable Owner

Additions and Deletions Report for AIA Document E203™ – 2013. Copyright © 2013 by The American Institute of Architects. All rights reserved. WARNING: This AIA® Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 12:15:52 on 03/23/2018 under Order No. 8259021829 which expires on 03/18/2019, and is not for resale.User Notes: (3B9ADA20)

2

§ 4.9.4 Energy Management Applicable Owner § 4.9.5 Space Management Applicable Owner § 4.9.6 Maintenance Management Applicable Owner PAGE 8 As part of basic services, the Architect shall produce wayfinding floor plans for use of the Owner. Floor plans shall be provided in PDF format to be printed on letter, 11x17 and 24x36 paper.

AIA Document D401™ – 2003. Copyright © 1992 and 2003 by The American Institute of Architects. All rights reserved. WARNING: This AIA® Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 12:15:52 on 03/23/2018 under Order No. 8259021829 which expires on 03/18/2019, and is not for resale.User Notes: (3B9ADA20)

1

Certification of Document's AuthenticityAIA® Document D401™ – 2003

I, , hereby certify, to the best of my knowledge, information and belief, that I created the attached final document simultaneously with its associated Additions and Deletions Report and this certification at 12:15:52 on 03/23/2018 under Order No. 8259021829 from AIA Contract Documents software and that in preparing the attached final document I made no changes to the original text of AIA® Document E203TM - 2013, Building Information Modeling and Digital Data Exhibit, as published by the AIA in its software, other than those additions and deletions shown in the associated Additions and Deletions Report.

_____________________________________________________________(Signed)

_____________________________________________________________(Title)

_____________________________________________________________(Dated)

LYNDALE COMMUNITY SCHOOL RENOVATION

MPS Project No. 19LYND001

01 11 00 - 1 SUMMARY OF WORK

ADDM 2

SECTION 01 11 00

SUMMARY OF WORK – ADDM 2

PART 1 GENERAL

1.01 RELATED DOCUMENTS

A. Drawings and general provisions of Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section.

1.02 PROJECT/WORK IDENTIFICATION

A. General:

1. This Contract shall include General Construction Work, including mechanical and electrical work, required to renovate the Lyndale Community School, 312 W 34th Street, Minneapolis, MN 55000, for Minneapolis Public Schools, Special School District No. 1, Minneapolis, MN, as shown on the Contract Drawings and described in the Project Manual, dated December 20, 2019, prepared by Pope Architects, Inc., 1295 Bandana Blvd N, Suite 200, Saint Paul, MN 55108.

B. Summary by References:

1. Work of the Contract can be summarized by references to the Contract, General Conditions, Supplementary Conditions, Specification Sections, Drawings, addenda, and modifications to the Contract Documents issued subsequent to the initial printing of this Project Manual and including but not necessarily limited to printed material referenced by any of these. It is recognized that work of the Contract is also unavoidably affected or influenced by governing regulations, natural phenomenon including weather conditions, and other forces outside the Contract Documents.

C. Contract:

1. Construct Work under one prime contract.

1.03 CONTRACTOR'S DUTIES

A. The intent is for the Contractor to include all items necessary for the proper execution and completion of the Work. Work shall cover all portions of the Contract Documents and all Work necessary to produce the intended results.

B. Work Included:

1. Provide administration and supervision, labor, materials, articles, equipment, incidentals, items, tools, services, supplies, methods, operations, and skills in such quantities as may be necessary to complete project within intent of the Contract Documents.

C. Field Superintendent:

1. The General Contractor is to provide a full time Field Superintendent to be present at the job site through duration of the project.

1.04 SURVEYS, LAYOUTS, AND MONUMENTS

A. The General Contractor shall provide, layout, and maintain all reference points and additional benchmarks necessary to accomplish all the Work. This layout shall be for the use of all trades. Contractor shall then lay out their own Work and be responsible for any damage to




ADDM 2

their Work or that of others occasioned by errors or failure to check properly and verify all measurements.

1.05 WORK SEQUENCE

A. Construction Period:

1. The Contract Time commences at date the General Contractor receives the Notice to Proceed from the Owner and extends through to date of Substantial Completion on August 23, 2021 and Final Completion of September 28, 2021. The Warranty Period commences on the date of Substantial Completion and extends for one year, unless noted otherwise. In addition, the 1.05 B. Phase 1 and 1.05 C. Phase 2 sections identify key milestone and completion dates which will be transferred to the sample Form of Agreement AIA A101 Standard Form of Agreement Between Owner and Contractor Exhibit D by MPS. The milestone completion dates as presented in Exhibit D shall be subject to liquidated damages as stated in the sample A101 Form of Agreement section 3.3.2. Refer to the sample Form of Agreement AIA A101 section 4.5 Liquidated Damages for the liquidated damages amount assessed for the project.

B. Phase 1:

1. Phase 1 milestone dates: Milestone 1: Non-student occupied space demolition: April 27, 2020

Milestone 2: Student’s last day: June 5, 2020

Milestone 3: Faculty / Staff pack classrooms into boxes: June 8, 2020

Milestone 4: MPS move boxes: June 9, 2020 - June 10, 2020

Milestone 5: Start of occupied spaces demolition: June 10, 2020

Milestone 6: Start of abatement: June 15, 2020

Milestone 7: Administration spaces completed /

Building wide cooling system complete and operational: August 10, 2020

Milestone 8: Occupied spaces completed / All Phase 1 work completed: August 24, 2020

Milestone 9: Building wide heating system complete and operational: October 1, 2020

2. Areas affected:

a. Mechanical B1 in its entirety. Complete installation of the new AHU’s/ERU’s with associated piping and ductwork in mechanical rooms and roof.

b. Boiler Room in its entirety. Complete installation of the new AHU with associated piping and ductwork in tunnels.

c. The steam boiler plant is removed and replaced with new hydronic. Hydronic plant operating by October 1, 2020. Connect to existing in areas in Phase 2.

d. The steam piping removed in its entirety with new hydronic piping to all AHU’s. e. Chilled Water plant and piping system. Connect to existing in areas in Phase 2. f. Mechanical 205B in its entirety. Complete installation of the new AHU’s/ERU’s with

associated piping and ductwork in mechanical rooms and roof. g. Mechanical 206F AHU steam heating coil and VAV replacement. Rebalance air side

system. h. Mechanical 208 in its entirety. i. Complete interior renovation in the following areas/rooms (areas not renovated would be

completed in summer of 2021) i.Level 1: Remove ceiling tiles as needed in Classrooms/Rooms for new heating piping




ADDM 2

route; 101, 103, 105, 106, 123/125, 126, 127, 128, 130, 132, 134, 136. ii.Level 1: Media Office 107, Office 109D/E, Conference 111, Work Room 121 and

associated Corridors. iii.Level 1: Renovated Office area and secure entrance. iv.Level 1: Classrooms 113, 120, 122, 124. v.Level 1: Multi-Purpose 108 and adjacent rooms supplied air from Level 2 Mechanical

Room 206F – rebalance air side. vi.Level 2: Remove ceiling tiles as needed in Classrooms/Rooms for new heating piping

route; 200, 201, 202, 203, 204, 205, 207C, 207, 209, 226, 228, 229, 230, 231, 232, 233, 234, 236, 236A.

vii.Level 2: Office/Storage 214 A/B/C/E, Storage 210, Arts/Science 211, Storage/Staff 213A/B/215 and associated Corridors.

viii.Level 2: Level 2 Office and Workroom areas. ix.Level 2: Classrooms 218, 220, 222, 224. x.Level 2: Upper Multi-Purpose 108 and Band 106E – rebalance air side.

3. Electrical systems work:

a. Demolish existing electrical panels and distribution. b. Install new electrical panels and distribution. c. Power new mechanical equipment d. Demolish electrical devices in renovation areas. e. Install new lights, receptacles, etc. in renovation areas. f. Expand/modify the existing fire alarm system as required to accommodate renovation

and equipment replacement. g. Demolish existing PA system in its entirety. h. Install new PA system throughout building.

C. Phase 2:

1. Phase 2 milestone dates:

Milestone 1: Student’s last day: June 4, 2021

Milestone 2: Faculty / Staff pack into boxes: June 7, 2021

Milestone 3: MPS move boxes: June 8, 2021 - June 9, 2021

Milestone 4: Start of occupied spaces demolition: June 9, 2021

Milestone 5: Start of abatement: June 10, 2021

Milestone 6: Occupied spaces completed / Phase 2 Completion/

Project Substantial Completion: August 23, 2021

2. Areas affected: a. All areas not renovated in 2020. b. Replace existing FTR in Multi-Purpose 108 with new.

3. Electrical systems work:

a. Install new lights in areas not renovated in phase 1. b. Demolish existing fire alarm system in its entirety. c. Install new fire alarm system throughout building.

1.06 SCHEDULE

A. Contingent on School Board Approval: February 11, 2020




ADDM 2

B. Pre-Construction Meeting: After School Approval on February 11, 2020

C. Construction Commences: See 1.05 Work Sequence

D. Substantial Completion: See 1.05 Work Sequence

E. Building Hours (when school is in session): 8:40am – 3:10pm, however building will be unoccupied during the Phase1 and Phase 2 construction periods.

1. Contractor expected to work outside of classroom and office hours: 6am – 10pm

2. Regular School Hours (when school is in session): 8:40am – 3:10pm, however building will be unoccupied during the Phase1 and Phase 2 construction periods.

3. Summer Building Hours (when school is in session): 8:40am – 3:10pm, however building will be unoccupied during the Phase1 and Phase 2 construction periods.

4. Special arrangements to work during school hours, for Summer School, and Regular School Days: 6am – 10pm

5. Contractor to coordinate 72 hours in advance with MPS Project Manager and Senior Custodian for any evening work past 10 pm or weekends.

6. School and program operations take precedence over construction.

1.07 CONTRACTOR USE OF PREMISES

A. General:

1. Limit use of the premises to construction activities in areas indicated; allow for Owner occupancy and use by the public. Coordinate all activities with the School’s Principal and Building Engineer.

B. Tobacco Use Policy

1. The Minneapolis Public Schools’ Board of Education is committed to promoting a healthy, comfortable, and productive environment for students and staff. The School Board is concerned about the health of students and employees and recognizes the importance of adult role modeling for students. The Board of Education further believes that education has a central role in establishing patterns of behavior related to good health.

2. Therefore, it is the policy of the Board of Education that effective August 1, 1989, use of tobacco products by staff, students, visitors, or contractors will be prohibited on school district property. “School District property” shall include, but not be limited to, buildings, grounds, and vehicles owned, leased, or contracted by the School District and school sponsored functions.

C. Restrictions:

1. The entire School District property is an alcohol-free, tobacco-free, drug-free, and weapon- free zone. No smoking will be allowed on the entire site by any person having anything to do with the Project. The Contractor(s) shall be responsible for posting signs and enforcement of this requirement. All Contractor(s) shall enforce good order among its personnel and subcontractors with regard to Minnesota Statutes Sections 152.021 - 152.023 and 609.66 (1992). Refer to appendix following this Section.

D. Use of the Site:




ADDM 2

1. Confine operations at the site to the areas permitted under the Contract. Portions of the site beyond areas on which work is indicated are not to be disturbed. Conform to site rules and regulations affecting the work while engaged in project construction. Assume full responsibility for protection and safekeeping of products stored on premises.

2. Keep existing driveways and entrances serving the premises clear and available to the Owner and its employees at all times. Do not use these areas for parking or storage of materials.

3. Do not unreasonably encumber the site with materials or equipment. Confine stockpiling of materials and location of storage sheds to the areas indicated. If additional storage is necessary, obtain and pay for such storage off site. If additional storage is required, contact the Owner for off-site storage requirements.

4. The project includes modification/renovations to an existing building.

E. Use of the Existing Building:

1. Maintain the existing building in a weathertight condition throughout the construction period. Repair damage caused by construction operations. Take all precautions necessary to protect the building and its occupants during the construction period. Main the buildings fire alarm, fire protection and security systems.

2. Contractor is responsible for all building security at the end of the work day. Coordinate security with the Head Building Engineer or the Assistant Building Engineer to verify that security of the building is acceptable at the end of each work day.

1.08 OWNER OCCUPANCY

A. The project includes upgrades and renovations to an existing building.

B. Owner Occupancy:

1. The Owner will not occupy the site and existing building during the entire construction period. Cooperate with the Owner during construction operations to minimize conflicts and facilitate Owner usage. Perform the Work so as not to interfere with the Owner's operations.

1.09 WORK BY OWNER

A. Description: Owner will be responsible for providing the following work:

1. The Owner will replace the classroom clerestory window air transfer grilles with glazing.

B. Note to Contractor: Any work that the Owner’s own personnel may do on the Project will be clearly and fully described in the documents. Be aware that all work generally considered part of the work by Owner may be required as part of this Contract.

C. Owner's Representative:

1. Jeff Helstrom MPS Project Manager, will be the Owner's representative once construction starts. All communications with the Owner will be through the MPS Construction Coordinator.

2. All communications with the Owner’s shops acting as subcontractors will be through the MPS Project Manager.

3. The MPS Project Manager will attend all progress meetings and shall see all Shop Drawings.




ADDM 2

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

END OF SECTION 01 11 00

ACC

ACC

ACC

AC

C

I-2006

I-2003

I-200

10I-200

13

I-200

15

5

7

2

1

14

12

11

9

8

4

23

6'-10"'

1'-1"

5'-7"

5"

5'-7 1/2"

1'-5"

1'-4"

1'-5"

1'-6"

6'-11"

1'-4"

7'-7 1/4"

4'-7"

4"

6"

1'-5"

1'-5"

1'-0 5/8"

2'-3 3/8"

1'-1"

TOILET

116

TOILET

114

TOILET

112L

TOILET

112K

FD

FD

FD

FD

TPDSND

PTD

SD

SD

SD

SD

TPDSND

TPDSND

SNDTPDPTD

PTD

FD

FD

FD

FD

PTD

WALL MOUNTED 2 STATION WASH FOUNTAIN - SEE PLUMBING

3AS

1

3A2

3BS

1

3BS

2

3BS

1

3BS

1

3AS

1

6BS

1

3BS

1

3AS

2

3AS

1

1'-5 1/4"

3BS

1

3BS

1

112L

112K

116

114

3BS

1

3BS

1

3AS

2

3A21A

3AS

1

3A2

A19

A19

A18

A11

A11

A11

A11

7'-6"

3'-1"

86°

90°

90°

9'-1"

3'-2 1/2"

Issues and Revisions:

Commission No:

Drawn by:

Checked by:

SHEET

1295 BANDANA BLVD N, SUITE 200

ST. PAUL, MN 55108-2735

(651) 642-9200 | FAX (651) 642-1101

www.popearch.com

POPE ARCHITECTS

1/17/2020 3:15:22 PMC:\Revit Projects\53560-19131 MPS Lyndale ES - R19 - workshared_rlister.rvt

SKA-1

REVISED TOILETROOM ENLARGED

PLAN

RDLRDL

53560-19131

MINNEAPOLIS PUBLICSCHOOLS

LYNDALE COMMUNITYSCHOOL - EXISTING

BUILDING RENOVATIONSMINNEAPOLIS, MN

3/8" = 1'-0"SKA-1

1 ENLARGED TOILET ROOMS 112K, 112L, 114 AND 116 PLAN

2 ADDENDUMNO. 2

01/17/20

2

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FF

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AP

AP

AP

AP

AP

AP

AP

AP

AP

AP

AP

AP AP

AP

AP

APAP

F

F

F

F

F

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FAP

AP

F

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J J

C

C

C

C

C

C

C

C

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C C

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C

C

C

C

C

C

C

C

C

C

C

F

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F

F FS

F

CL.

236

COMPUTER

LAB

234

CL.

232

CL.

230

CL.

228

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226

CL.

231

CL.

229

MUSIC

200 CL.

202

STORAGE

236A

CL.

204

MECHANICAL

205B

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201

WORK

ROOM

233

GIRLS'

TOILET

237STORAGE

207A

BOYS'

TOILET

235

CL.

203CL.

205CL.

207A

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207C

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207

HOME

ECONOMICS

209

STORAGE

210 A

ARTS/

SCIENCES

211

STORAGE

213B

Room

213A

STAFF

215

WOMEN'S

TOILET

217

MEN'S

TOILET

219

WORK

ROOM

221

WORK

ROOM

227

GIRLS'

TOILET

225

BOYS'

TOILET

223

STORAGE

216D

JANITOR

216C

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224

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222

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220

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218

STORAGE

1

OFFICE

216B

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216C

STORAGE

214E

J.

214D

Room

214C

OFFICE

214A

MECHANICAL

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MECHANICAL

208

GIRLS'

TOILET

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BOYS'

TOILET

210

ELEC.

STORAGE

206D

BAND

206E

MECHANICAL

206F

ENGR.

OFFICE

206C

TOILET

18

STAIRS

STAIRS

STAIRS

STAIRS

ACT-18'-10" A.F.F.

ACT-18'-10" A.F.F.

ACT-18'-10" A.F.F.

ACT-18'-10" A.F.F.

ACT-18'-10" A.F.F.

ACT-18'-10" A.F.F.

ACT-18'-10" A.F.F.

ACT-18'-10" A.F.F.

ACT-18'-10" A.F.F.

ACT-18'-10" A.F.F.

ACT-18'-10" A.F.F.

ACT-18'-10" A.F.F.

ACT-18'-10" A.F.F.

ACT-18'-10" A.F.F.

ACT-18'-10" A.F.F.

ACT-18'-10" A.F.F.

ACT-18'-10" A.F.F.

ACT-18'-10" A.F.F.

ACT-18'-10" A.F.F.

ACT-18'-10" A.F.F.

ACT-18'-10" A.F.F.

ACT-18'-10" A.F.F.

ACT-18'-10" A.F.F.

ACT-18'-10" A.F.F.

ACT-18'-10" A.F.F.

ACT-18'-10" A.F.F.

ACT-18'-10" A.F.F.

ACT-18'-10" A.F.F.

ACT-18'-10" A.F.F.

ACT-18'-10" A.F.F.

ACT-18'-10" A.F.F.

ACT-18'-10" A.F.F.

ACT-18'-10" A.F.F.

ACT-18'-10" A.F.F.

ACT-18'-10" A.F.F.

ACT-18'-10" A.F.F.

ACT-18'-10" A.F.F.

ACT-18'-10" A.F.F.

ACT-18'-10" A.F.F.

ACT-18'-10" A.F.F.

ACT-18'-10" A.F.F.

ACT-18'-10" A.F.F.

ACT-18'-10" A.F.F.

ACT-18'-10" A.F.F.

ACT-18'-10" A.F.F.

ACT-18'-10" A.F.F.

ACT-18'-10" A.F.F.

ACT-18'-10" A.F.F.

ACT-18'-10" A.F.F.

ACT-18'-10" A.F.F.

ACT-18'-10" A.F.F.

ACT-17'-1" A.F.F.

OPEN TO BELOW

ACT-18'-10" A.F.F.

ACT-18'-6" A.F.F.

ACT-18'-6" A.F.F.

ACT-18'-6" A.F.F.

7

A-500

C03

C03

GYP. BD.8'-4" A.F.F.




C03

C03

C02

C02

C01

C01

C04

C04

C04

C02

C02

4A-261

4A-261


EXISTING CEILING AND SOFFIT TO REMAIN


4A-261

4A-261

2A-261

2A-261

4A-261

C03

C02

C03

C02

2A-261

C05

C05

C05

C07

C07

C10C10

C10

C10

C04

C04

C04

C08

C08

GYP. BD.8'-10" A.F.F.

GYP. BD.9'-0" A.F.F.7

A-261

7A-261

C11C11

C11

Room

214B

ACT-18'-10" A.F.F.

2

GYP. BD. CEILING/SOFFITPAINTED PT-1, U.N.O.

2X2 ACOUSTICAL CEILINGSEE MATERIAL ID @ A10.1 FOR SPECIFICATIONS

EXPOSED CEILINGPAINTED PT-1, U.N.O.

CEILING SCHEDULE

A) ALL NEW MECHANICAL/ELECTRICAL CEILING DEVICES SHALL BE CENTERED IN ACOUSTIC CEILING TILES UNLESS NOTED OTHERWISE.

B) REFER TO FLOOR PLANS AND WALL SECTIONS FOR ADDITIONAL INFORMATION.

C) REFER TO THE GENERAL NOTES FOR OTHER APPLICABLE INFORMATION.

D) REFER TO ELECTRICAL LIGHTING AND AUXILIARY PLANS FOR WALL MOUNTED AND UNDERCABINET FIXTURES NOT INDICATED.

E) SPRINKLER HEADS SHALL BE CENTERED IN ACT OR WITHIN SPACE IN GYPSUM BOARD CEILING.

F) REFER TO MECH AND ELEC DRAWINGS FOR CEILING MOUNTED FIXTURE TYPES AND DIFFUSER LOCATIONS. NOTIFY ARCHITECT (PRIOR TO INSTALLATION) OF CONFLICTS WITH LOCATIONS INDICATED ON DRAWINGS. ADDITIONAL FICTURES OR OTHER CEILING MATERIALS SHOWN ON ELECTRICAL OR MECHANICAL DRAWINGS BUT NOT SHOWN ON RCP'S ARE INCLUDED IN THE BASE BID.

G) SUPPLY DIFFUSER GRILLES ARE INDICATED DIAGRAMATICALLY IN RCP FOR LOCATION ONLY. REFER TO MECHANICAL DRAWINGS FOR ACTUAL SIZE AND TYPE TO BE PROVIDED.

H) WHEN GRID IS PARALLEL TO WALL 24"X24" ACOUSTICAL CEILING PANELS (ACT) SHALL BE USED THROUGHOUT. AT LOCATIONS WHERE AN ACOUSTICAL CEILING PANEL (ACT) WILL BE 6" OR LESS IN WIDTH, USE A 2X4 ACT OF THE SAME TYPE AND MANUFACTURER. FOR EXAMPLE: IN LIEU OF A 3"X24" ACT NEXT TO A 24"X24" ACT, THE PANEL SHALL BE 27"X24" AND EXTEND TO THE WALL OR SOFFIT.

I) REFER TO SHEET G-001 FOR TYPICAL PARTITION TERMINATIONS AT STRUCTURAL ELEMENTS WITH ALL EXTENSIONS OF FINISHES AND SOUND ATTENUATTION.

J) STRUCTURAL STEEL SHOWN FOR REFERENCE ONLY - REF STRUCTURAL DRAWINGS FOR EXACT SIZE AND LOCATIONS.

K) ACT TO BE CENTERED IN ROOM OR SPACE, U.N.O.

L) FOR CEILING HEIGHTS NOT INDICATED NOTIFY ARCHITECT FOR CLARIFICATION.

M) ALL CEILING GRILLES, MISC. METALS TO BE PAINTED TO MATCH SURFACE ON WHICH THEY OCCUR, U.N.O.

N) DECORATIVE PENDANTS TO BE CENTERED OVER TRANSACTION TOPS & SPACED AS SHOWN. SEE ELEVATIONS FOR MOUNTING HEIGHTS.

REFLECTED CEILING NOTESREFLECTED CEILING SYMBOL SCHEDULE

AP ACCESS PANEL

S SPEAKERS

IR IR TRANSMITTER

C CLOCK

VP VIDEO PROJECTOR

EXIT SIGN

SUPPLY DIFFUSER, REFERENCE MECHANICAL PLANS

RETURN AIR GRILLE, REFERENCE MECHANICAL PLANS

LIGHT FIXTURES, REFERENCE ELECTRICAL PLANS


Commission No:

Drawn by:

Checked by:

SHEET


ST. PAUL, MN 55108-2735

(651) 642-9200 | FAX (651) 642-1101

www.popearch.com

POPE ARCHITECTS, INC.

0" 1/2" 1"

TRUE SHEET SCALE

INFORMATION ON THESE PLANS REGARDING EXISTING STRUCTURE WAS TAKEN FROM EXISTING CONSTRUCTION DOCUMENTS

PROVIDED BY MINNEAPOLIS PUBLIC SCHOOLS. ACTUAL FIELD CONDITIONS MAY VARY FROM

WHAT IS SHOWN. ALL DIMENSIONS, ELEVATIONS AND CONDITIONS OF EXISTING CONDITIONS TO BE FIELD VERIFIED BY CONTRACTOR PRIOR TO

CONSTRUCTION.

1/17/2020 10:08:27 AMC:\Revit Projects\53560-19131 MPS Lyndale ES - R19 -workshared_smarihartEQL2N.rvt

A-270

NEW WORK SECONDFLOOR REFLECTED

CEILING PLAN

RDL

SAM

53560-19131


BUILDINGRENOVATIONS

312 W 34TH STMINNEAPOLIS, MN

55408

3/32" = 1'-0"A-270

1 NEW WORK SECOND FLOOR REFLECTED CEILING PLAN

REFLECTED CEILING PLAN KEYED NOTESC01 EXISTING ACT CEILING TO REMAIN.C02 PROVIDE NEW CEILING TO MATCH EXISTING GYPSUM BOARD CEILING.C03 PAINT CEILING.C04 2'x2' CEILING ACCESS HATCH. COORDINATE FINAL LOCATION WITH MECHANICAL.C05 EXISTING SOFFIT. PAINT PT-1.C06 CEILING MOUNTED CUBICLE CURTAIN AND TRACK.CC-1C07 PATCH EXISTING GYP BOARD DIVIDER AT OLD DUCT PENETRATION.C08 18"X18" CEILING ACCESS PANEL HATCH. COORDINATE FINAL LOCATION WITH MECHANICAL.C10 16"X16" CEILING ACCESS PANEL HATCH. COORDINATE FINAL LOCATION WITH MECHANICAL.C11 PROVIDE GYPSUM BOARD SOFFIT AT EXISTING CLASSROOM TRANSOM WINDOWS, TYP.

NORTH

ISSUE FOR BIDDING 12/20/19

ADDENDUM NO. 2 01/17/20

T

T

T

T

T

T

T

T

T

TT

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

TT

(D) 3/4" GHWS

(D) 3/4" GHWRR(D)23x11

(D)23x11

(D)23x11

(D)22x8

(D)45x16

(D)22x6

(D)22x6(D)22x6(D)22x6

(D)26x14

(D)36x14

(D)26x16

(D)23x11

(D)24x10

(D)24x10

(D)23x11

(D)16x10

(D)23x11

(D)23x11

(D) 3/4" GHWS

(D) 3/4" GHWRR

(D)23x11

(D)23x11

(D)14x7

(D)14x7

(D)21x10

(D)21x10(D)10x8

(D)13x9

(D)18x9

(D)13x9

(D)12x8

(D)8x8

(D)12x6

(D)8x6

(D)8x6

(D)10x12

(D)20x12

(D)20x12

(D)22x12

(D)24x12

(D)30x12

(D)10x6

(D)20x14(D)18x10

(D)28x14

(D)28x14

(D)24x10

(D)30x14 (D)24x14

(D)36x14 (D)12x8

(D)12x6(D)28x14

(D)30x14

(D)36x14

(D)36x14

(D)30x14

(D)FTR

(D)FTR

(D)FTR

(D)FTR(D)FTR

(D)FTR (D)FTR

(D)FTR

(D)16x10

(D)16x10(D)16x10

(D)24x10

(D) 1 1/2" GHWS

(D) 2" GHWRR(D) 2" GHWRR

(D) 1 1/4" GHWS

(D) 2" GHWRR

(D) 1 1/2" GHWS

(D) 2" GHWRR

(D) 1 1/2" GHWS

(D) 2" GHWRR

(D) 1 1/2" GHWS

(D) 1 1/2" GHWS

(D) 1 1/2" GHWRR

(D) 1 1/4" GHWS

(D) 1 1/4" GHWRR

(D) 1 1/4" GHWS(D) 1 1/4" GHWRR

(D)16x10

(D) 1 1/4" GHWRR

(D) 1 1/4" GHWS

(D) 1 1/4" GHWRR

(D) 1 1/4" GHWS

(D) 1 1/4" GHWRR

(D)10x4

(D)10x4

(D)6x4

(D)8x8

(D) 1 1/4" GHWS

(D) 1 1/4" GHWRR

(D) 1 1/4" GHWS (D) 1 1/4" GHWRR

(D) 1 1/4" GHWRR

(D) 1 1/4" GHWS

(D) 1 1/4" GHWRR

(D) 1 1/4" GHWS

(D)CUH

(D)CUH

(D) 1 1/4" GHWS

(D) 1 1/4" GHWRR

(D) 1 1/4" GHWRR

(D) 1 1/4" GHWSMD6

MD6

MD6

MD6 MD6

MD6

MD6

MD6

MD6

MD

6M

D6

MD6

MD6

MD6

MD6

MD6

MD5

MD5

MD2

MD2

MD4 MD4

MD2

MD4

MD2

MD2

MD5

MD6

MD2

MD2

MD6

MD4

MD4

MD4

MD5

MD5

MD5

MD5

MD6

MD5

MD2

MD2

MD2

MD1

MD1

MD2

MD2

MD2

MD2

MD2

MD2

MD5

MD6

MD5

MD6

MD6MD6

MD6

MD2

MD2

MD5

MD6

MD2

MD2

MD5MD2

MD2

MD2MD2

MD2

MD2

MD6

MD5

MD6

MD6

MD6

MD4

MD6

MD6

MD6

MD6

MD6

MD6

MD6

MD5

MD6

MD6

MD6

MD6

MD5

MD4

MD6

MD6

MD6

MD7

MD6

MD7

MD6

MD7

MD5

MD2

MD5

MD6

MD7

MD7

MD7

MD7

MD5

MD6

MD5

MD6

MD6

MD2MD2

MD6

MD5

MD6

MD6

MD5

MD6

MD2

MD2

MD6

MD2

MD2

MD1

MD2MD6MD2

MD6

MD5

MD6

MD1

MD6

MD6

MD6MD6

MD2

MD2

MD2

MD1

MD1

(D)CUH

(D)CUH

MD2

MD6

MD2

MD7

MD7

MD7

MD7

MD2

MD2

MD2

MD6

MD6

MD6

MD6

MD6

MD6

MD6

(D)CUH

(D)CUH

MD3

MD3

MD3

MD3

MD3

MD3

MD3

MD3

MD3

MD3

MD3

MD3

MD3

MD3

MD3

MD3

MD3

MD3

MD6

MD3

MD3

MD3

MD3

MD3

MD3

MD3MD3

MD3 MD3

MD4

MD4

MD7

MD4

MD4

MD3

MD3

(D)30x12

(D)30x12

MD6

MD6

MD6

(D)60x14

(D)60x36

MD2

DEMOLITION OF DUCTWORK IN THIS AREAIS THE RESPONSIBILITY OF THE ABATEMENT CONTRACTOR.

DEMOLITION OF DUCTWORK IN THIS AREAIS THE RESPONSIBILITY OF THE ABATEMENT CONTRACTOR.

2

2

2


Commission No:

Drawn by:

Checked by:

SHEET

Date:

I hereby certify that this plan,specification,or report was

prepared by me or under my direct supervision and that I

am a duly Licensed Professional Engineer under the laws of

the State of MINNESOTA

Lic. No:


ST. PAUL, MN 55108-2735

(651) 642-9200 | FAX (651) 642-1101

www.popearch.com


0" 1/2" 1"

TRUE SHEET SCALE

LARRY G. JUSTIN

22460

1/17/2020 3:05:56 PMC:\Users\ajentenza\Documents\MEP19 - MPS Lyndale_ajentenza.rvt

MD112

LEVEL 1 MECHANICALDEMOLITION PLAN

AREA-B

LGJ

AJE

19-141

12/20/19


BUILDINGRENOVATIONS


55408

NUMBERED NOTES

MD1 REMOVE EXISTING CABINET UNIT HEATER IN ITS ENTIRETY. INCLUDINGCONTROLS, PIPING, INSULATION, HANGERS & SUPPORTS. REMOVE EXISTINGPNEUMATIC TUBING AS FAR BACK AS POSSIBLE AND MECHANICALLY CAP IN WALL.

MD2 REMOVE EXISTING HEATING WATER PIPING IN ITS ENTIRETY, INCLUDINGINSULATION, HANGERS & SUPPORTS,

MD3 REMOVE EXISTING PNEUMATIC THERMOSTAT. REMOVE EXISTING PNEUMATICTUBING AS FAR BACK AS POSSIBLE AND MECHANICALLY CAP IN WALL. IFLOCATION IS NOT USED FOR NEW TEMPERATURE SENSOR, PROVIDE STAINLESSSTEEL COVER OVER EXISTING THERMOSTAT LOCATION.

MD4 REMOVE EXISTING FINNED TUBE RADIATION, PIPING & COVERS IN ITS ENTIRETY,INCLUDING CONTROLS, HANGERS & SUPPORTS. REMOVE EXISTING PNEUMATICTUBING AS FAR BACK AS POSSIBLE AND MECHANICALLY CAP IN WALL.

MD5 REMOVE EXISTING VAV IN ITS ENTIRETY, INCLUDING PIPING, DUCTWORK,INSULATION, HANGERS & SUPPORTS. REMOVE EXISTING PNEUMATIC TUBING ASFAR BACK AS POSSIBLE AND MECHANICALLY CAP IN WALL.

MD6 REMOVE EXISTING DUCTWORK AND DIFFUSERS/REGISTERS/GRILLES IN ITSENTIRETY, INCLUDING INSULATION, HANGERS & SUPPORTS.

MD7 EXISTING EXHAUST DUCTWORK TO REMAIN. REMOVE GRILLES FROM CEILING &REPLACE WITH NEW. REMOVE FAN ON ROOF.

8' 16'4'01/8" = 1'-0"MD112

1 LEVEL 1 HVAC DEMOLITION PLAN - AREA B

NORTH

DEMOLITION GENERAL NOTES

1. REVIEW ALL EQUIPMENT WITH THE ENGINEER AND OWNER PRIOR TO DISPOSAL. ITEMS OR MATERIALS NOT RETAINED BY OWNER SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED FROM THE PREMISIS.

2. CONTRACTOR TO PERFORM DEMOLITION, REMOVAL, RELOCATION, REROUTING AND RECONNECTION OF EXISTING MECHANICAL FACILITIES, AS REQUIRED, SHOWN AND SPECIFIED HEREIN, TO ACCOMPLISH ALTERATION, RESTORATION AND TO ACCOMMODATE NEW CONSTRUCTION.

3. THE DEMOLITION WORK SHALL INCLUDE BUT NOT BE LIMITED TO, DRAINING, DISCONNECTING, RELOCATING, REMOVING AND DISMANTLING, IN A NEAT AND WORKMANLIKE MANNER, THE ITEMS AND THEIR ACCESSORIES AS INDICATED OR SHOWN ON THE CONTRACT DRAWINGS.

4. CUTTING, PATCHING AND REMOVAL SHALL BE PERFORMED BY WORKERS SKILLED IN THE SPECIFIC TRADES INVOLVED.5. JOB CONDITIONS: PRIOR TO START OF WORK, MAKE AN INSPECTION ACCOMPANIED BY THE OWNER, CONSTRUCTION MANGAGER OR GENERAL CONTRACTOR. TO

DETERMINE PHYSICAL CONDITION OF ADJACENT CONSTRUCTION THAT IS TO REMAIN.6. TORCH CUTTING OF DUCTWORK WILL NOT BE PERMITTED.7. TORCH CUTTING OF OTHER MECHANICAL EQUIPMENT WILL BE PERMITTED ONLY WITH APPROVAL OF THE OWNER, CONSTRUCTION MANGAGER OR GENERAL

CONTRACTOR.8. ANY CUTTING METHOD, WHICH MAY CREATE SPARKS, MUST INCLUDE “FIRE WATCH” AS REQUIRED BY THE FIRE CODE AND/OR OWNER’S FIRE INSURANCE CARRIER.

SUBMIT FIRE WATCH PROCEDURES FOR APPROVAL.9. DRAINING OPERATIONS MUST NOT DAMAGE BUILDING COMPONENTS.10. ADEQUATELY SIZED RUBBISH CONTAINERS FOR THE PROPER AND SAFE DISPOSAL OF ALL DEBRIS.11. CONSTRUCT TEMPORARY PARTITIONS PRIOR TO ANY DEMOLITION WORK ENCLOSING RESPECTIVE WORK. ERECT TEMPORARY FENCING AND SIGNAGE AROUND

DEMOLISHED MATERIALS.12. PROTECT EXISTING MATERIALS AND EQUIPMENT WHICH ARE NOT TO BE DEMOLISHED.13. PREVENT MOVEMENT OF STRUCTURE; PROVIDE REQUIRED BRACING AND SHORING.14. DO NOT BEGIN DEMOLITION WORK UNTIL THE TIME SCHEDULES AND MANNER OF OPERATIONS HAVE BEEN APPROVED BY THE CONSTRUCTION MANGAGER OR

GENERAL CONTRACTOR. ALL INTERRUPTIONS OF EXISTING SERVICES SHALL BE INCLUDED IN THE SCHEDULES AS APPROVED BY THE CONSTRUCTION MANGAGER OR GENERAL CONTRACTOR.

15. PROVIDE ALTERATION AND DEMOLITION OF MECHANICAL FACILITIES AS REQUIRED BY THE CONTRACT DRAWINGS AND SPECIFICATIONS. THE DRAWINGS ARE DIAGRAMMATIC AND DO NOT SHOW THE EXACT LOCATION OF ALL EXISTING MECHANICAL WORK. WHERE EXISTING EQUIPMENT SHALL REMAIN IN SERVICE DURING CONSTRUCTION, PROVIDE REROUTING AND RECONNECTION OF MECHANICAL SERVICES AS REQUIRED TO MAINTAIN CONTINUOUS SERVICE.

16. EXISTING DUCTWORK, PIPING, CONDUIT AND SIMILAR ITEMS TO BE ABANDONED THAT ARE NOT EMBEDDED IN WALLS OR FLOOR SLABS SHALL BE COMPLETELY REMOVED UNLESS OTHERWISE SHOWN ON THE DRAWINGS. CAP OPEN ENDS AT ALL WALLS AND FLOORS.

17. REMOVE, STORE AND PROTECT ALL EQUIPMENT OR MATERIALS TO BE REUSED BY THE OWNER AS SHOWN ON THE DRAWINGS. COORDINATE EXACT LOCATION OF STORAGE WITH THE OWNER.

18. TEMPORARILY CAP ENDS OF DUCTWORK, SANITARY PIPING AND SANITARY VENT PIPING TO AVOID ENTRY OF DIRT, DEBRIS, OR DISCHARGE OF FOUL ODORS AND GASES.

19. DO NOT CLOSE OR OBSTRUCT EGRESS WIDTH TO EXITS.20. DO NOT DISABLE OR DISRUPT BUILDING FIRE OR LIFE SAFETY SYSTEMS WITHOUT FIVE (5) DAYS' PRIOR WRITTEN NOTICE TO THE CONSTRUCTION MANGAGER OR

GENERAL CONTRACTOR..21. CONFORM TO PROCEDURES APPLICABLE WHEN DISCOVERING HAZARDOUS OR CONTAMINATED MATERIALS.22. CONDUCT DEMOLITION TO MINIMIZE INTERFERENCE WITH ADJACENT BUILDING STRUCTURES OR OWNER'S OPERATIONS.23. CEASE OPERATIONS IMMEDIATELY IF STRUCTURE APPEARS TO BE IN DANGER OR HAZARDOUS MATERIALS ARE ENCOUNTERED. NOTIFY ARCHITECT/ENGINEER. DO NOT

RESUME OPERATIONS UNTIL DIRECTED.24. REMOVE DEMOLISHED MATERIALS FROM SITE DAILY. DO NOT BURN OR BURY MATERIALS ON SITE.25. DISPOSE OF ALL MATERIAL AT AN APPROVED DISPOSAL FACILITY.26. PROTECT FINISHED SURFACES AT ALL TIMES AND REPAIR OR REPLACE, IF DAMAGED, TO MATCH EXISTING CONSTRUCTION TO THE SATISFACTION OF THE ENGINEER.27. CUT OFF ALL WELDED PIPING SQUARE AT THE LOCATIONS INDICATED ON THE DRAWINGS. NO CUTTING WILL BE REQUIRED WHERE THE DEMOLITION ENDS AT A

FLANGED VALVE OR EQUIPMENT. CLOSE OFF ALL OPENINGS OF ANY REMAINING VALVES, PIPING OR FITTINGS WITH WELD CAPS OR BLIND FLANGES TO PREVENT DEBRIS FROM ENTERING THE EXISTING SYSTEM.

28. DISCONNECT ALL THREADED PIPING AT THE LOCATION INDICATED ON THE DRAWINGS. CLOSE OFF ALL OPENINGS OF REMAINING VALVES, PIPING, FITTINGS AND EQUIPMENT WITH PIPE PLUGS OR PIPE CAPS AS REQUIRED TO PREVENT DEBRIS FROM ENTERING THE EXISTING SYSTEMS.

29. REMOVE ALL PIPE HANGERS, SUPPORTS, MISCELLANEOUS STEEL AND ANCHORS WITH THE PIPING.30. IT IS INTENDED THAT THE BUILDING REMAIN PROTECTED FROM DAMAGE DUE TO FREEZING TEMPERATURES. TO THAT END, EXISTING EQUIPMENT AND SYSTEMS USED

FOR HEATING SHALL REMAIN IN PLACE AND IN OPERATION UNTIL SCHEDULING PERMITS SHUTDOWN.31. WHERE THE REMOVAL OF EQUIPMENT, ETC. WILL LEAVE AN AREA UNPROTECTED FROM FREEZING, NOTIFY THE OWNER AND ENGINEER AT LEAST 72 HOURS IN

ADVANCE PRIOR TO REMOVAL SO APPROPRIATE STEPS CAN BE TAKEN BY THE OWNER TO PROTECT THE AREA. PROVIDE TEMPORARY HEATING EQUIPMENT SUFFICIENT TO PREVENT FREEZING.

32. IT IS THE CONTRACTOR’S RESPONSIBILITY TO ENSURE THAT PIPING SYSTEMS THAT ARE BEING WORKED ON ARE COMPLETELY DRAINED FROM WATER PRIOR TO THE START OF DEMOLITION. IF WATER IS NOT DRAINED AND THE PIPING FREEZES IT IS THE CONTRACTOR’S RESPONSIBILITY TO REPLACE PIPING AT HIS OWN EXPENSE.

33. WHEN PORTIONS OF AN EXISTING PIPING SYSTEM OR DUCTWORK SYSTEM ARE REMOVED, AND THIS REMOVAL CAUSES LOSS OF OPERATION TO ANOTHER PIECE OF EQUIPMENT DUE TO OPEN (DISCONNECTED) PIPING OR DUCTWORK, THEN CAP PIPING OR DUCTWORK OR PROVIDE TEMPORARY PIPING OR DUCTWORK SYSTEM TO RETAIN OPERATION OF VARIOUS SYSTEMS.

34. WHERE REMOVAL OF MECHANICAL EQUIPMENT AS SHOWN ON THE CONTRACT DRAWINGS. INCLUDED REMOVAL ALL ELECTRICAL WORK, INCLUDING WIRING BETWEEN EQUIPMENT, AND WIRING TO POWER SOURCE OR POINT OF ORIGIN.

35. WHERE EQUIPMENT IS SUPPORTED BY STEEL AND/OR STRUCTURAL SUPPORTS, REMOVE THESE SUPPORTS.36. RECOVER AND DISPOSE OF ALL EXISTING REFRIGERANT CHARGES IN ACCORDANCE WITH EPA REGULATIONS. RELEASE OF CHLOROFLUOROCARBON REFRIGERANTS

TO ATMOSPHERE IS PROHIBITED.37. DISCONNECT ALL DUCTWORK, WHICH MUST BE REMOVED, AT THE CLOSEST JOINT AND RESUPPORT THE REMAINING DUCTWORK.38. PREPARE ALL REMAINING DUCTWORK JOINTS AT THE POINT OF DISCONNECTION TO RECEIVE NEW DUCTS OR BLANK-OFF PANELS.39. REMOVE ALL DUCTWORK SUPPORTS AND MISCELLANEOUS STEEL WITH DUCTWORK TO BE DEMOLISHED.40. REMOVE INSULATION, TOGETHER WITH ALL PIPING, FITTINGS, VALVES AND EQUIPMENT DESIGNATED FOR DEMOLITION.41. DISCONNECT AND REMOVE ALL CONTROL WIRING AND TUBING, INCLUDING CONDUIT, FOR THE AUTOMATIC TEMPERATURE CONTROL (ATC) SYSTEM ASSOCIATED WITH

EQUIPMENT TO BE REMOVED.42. DISCONNECT AND REMOVE ALL PNEUMATIC CONTROL TUBING FOR THE AUTOMATIC TEMPERATURE CONTROL (ACT) SYSTEM ASSOCIATED WITH EQUIPMENT BEING

REMOVED. MECHANICALLY CAP IN PHASE I.


2 ADDENDUM #2 01/17/20


Commission No:

Drawn by:

Checked by:

SHEET

Date:





Lic. No:


ST. PAUL, MN 55108-2735

(651) 642-9200 | FAX (651) 642-1101

www.popearch.com


0" 1/2" 1"

TRUE SHEET SCALE

LARRY G. JUSTIN

22460

1/17/2020 11:12:16 AMC:\Users\ajentenza\Documents\MEP19 - MPS Lyndale_ajentenza.rvt

M-601

MECHANICALEQUIPMENTSCHEDULES

LGJ

AJE

19-141

12/20/19


BUILDINGRENOVATIONS


55408

AHU SCHEDULE

EQUIP NO.

LOCATION

MANUFACTURER MODEL NO.DX COOLING

COILCHILLED WATER

COILING COIL HEATING COIL UNIT MAX ACFMUNIT DESIGN

ACFM DESIGN OA CFM

PRE-FILTER FINAL-FILTER SUPPLY FANS RETURN/RELIEF FANS

VOLTAGE PHASE NOTESNAME NUMBER TYPE EFFICIENCY TYPE EFFICIENCY MAX CFM EXT SP (IN) BLADE TYPE WHEEL DIA. CLASS FAN RPM BHP VAV CONTROL MOTOR HP MAX CFM EXT SP (IN) BLADE TYPE WHEEL DIA. CLASS FAN RPM BHP VAV CONTROL MOTOR HP

AHU-1 MECH. B1 DAIKIN APPLIED CAH CC-1 HC-1 13,000 13,000 6,500 PLEATED MERV 8 PLEATED MERV 13 13,000 2.00 AIRFOIL 17.71 N/A 2570 5.12 hp Yes 7 13,000 1.50 AIRFOIL 17.71 N/A 2570 2.46 hp Yes 4.80 hp 460 V 3

AHU-2 MECH. B1 DAIKIN APPLIED CAH CC-2 HC-2 14,000 14,000 7,000 PLEATED MERV 8 PLEATED MERV 13 14,000 2.00 AIRFOIL 17.71 N/A 2570 5.57 hp Yes 7 14,000 1.25 AIRFOIL 17.71 N/A 2260 2.55 hp Yes 4.80 hp 460 V 3

AHU-3 MECH. B1 DAIKIN APPLIED CAH DXC-3 CC-3 HC-3 7,250 7,250 3,625 PLEATED MERV 8 PLEATED MERV 13 7,250 2.20 AIRFOIL 17.71 N/A 2570 5.10 hp Yes 7 7,250 1.40 AIRFOIL 19.68 N/A 2130 4.64 hp Yes 7.20 hp 460 V 3

AHU-4 MECHANICAL 208 DAIKIN APPLIED CAH CC-4 HC-4 7,500 7,500 3,750 PLEATED MERV 8 PLEATED MERV 13 7,500 2.00 AIRFOIL 15.74 N/A 2371 4.81 hp No 7.5 0 0.00 N/A 0 N/A 0 0.00 hp No 0.00 hp 460 V 3

AHU-5 BOILER ROOM 104A DAIKIN APPLIED CAH CC-5 HC-5 8,500 8,500 4,250 PLEATED MERV 8 PLEATED MERV 13 8,500 2.00 AIRFOIL 17.75 N/A 2570 5.12 hp No 7 0 0.00 N/A 0 N/A 0 0.00 hp No 0.00 hp 460 V 3

AHU-6 MECHANICAL 205B DAIKIN APPLIED CAH CC-6 HC-6 10,000 10,000 5,000 PLEATED MERV 8 PLEATED MERV 13 10,000 1.75 AIRFOIL 19.68 N/A 2130 5.44 hp Yes 7.2 10,000 1.00 AIRFOIL 17.71 N/A 2260 2.64 hp Yes 4.80 hp 460 V 3

AHU-7 MECHANICAL 205B DAIKIN APPLIED CAH DXC-7 CC-7 HC-7 10,000 10,000 5,000 PLEATED MERV 8 PLEATED MERV 13 10,000 1.75 AIRFOIL 19.68 N/A 2130 6.58 hp Yes 7.2 10,000 1.00 AIRFOIL 17.71 N/A 2260 2.64 hp Yes 4.80 hp 460 V 3

AIR SEPARATOR SCHEDULE

EQUIP NO.

LOCATION

SERVES MANUFACTURER MODEL NO. CAPACITY (GPM)WATER CONN

SIZE (IN) NOTESNAME NUMBER

AS-1 BOILER ROOM 104A HEATING SYSTEM Bell & Gossett R-6F 700 6"

BOILER SCHEDULE

EQUIP NO.

LOCATION

SERVES / APPLICATION MANUFACTURER MODEL NO.

MECHANICAL ELECTRICAL

NOTESNAME NUMBER TYPE

WORKINGPRESSURE

(PSIG)HEATING

CAPACITY (MBH)FLUE SIZE (IN

DIA)COMB. AIR INLET

SIZE (IN DIA)

WATER DATA BURNER

FLA VOLTAGE PHASEFLUID TYPE GPM FLOW

TEMPERATURE (F)

CAPACITY (MBH) GAS TYPEIN OUT

B-1 BOILER ROOM 104A HEATING SYSTEM RIELLO AR3000 SS WATERTUBE 80 2883 10" 8" 35% PG 170 110 140 3000 NATURAL GAS 20 230 V 3 PROVIDE ACID NEUTRILIZATION KIT

B-2 BOILER ROOM 104A HEATING SYSTEM RIELLO AR3000 SS WATERTUBE 80 2883 10" 8" 35% PG 170 110 140 3000 NATURAL GAS 20 230 V 3 PROVIDE ACID NEUTRILIZATION KIT

PUMP SCHEDULE - HEATING SYSTEM

EQUIP NO.

LOCATION

SERVES MANUFACTURER MODEL NO.

MECHANICAL ELECTRICAL

NOTESNAME NUMBER TYPE GPM

TOTALDISCHARGEHEAD (FT) NPSHR (FT) BHP MOTOR RPM IMPELLER SIZE (IN)

SUCTION SIZE(IN)

DISCHARGE SIZE(IN) HP OR LOAD VOLTAGE PHASE

HP-1 BOILER ROOM 104A HEATING SYSTEM Bell & Gossett e-1510 5EB BASE MOUNTED 890 90 8.9 23.80 hp 1800 10.5 6" 5" 30 460 V 3

HP-2 BOILER ROOM 104A HEATING SYSTEM Bell & Gossett e-1510 5EB BASE MOUNTED 890 90 8.9 23.80 hp 1800 10.5 6" 5" 30 460 V 3

RADIANT CEILING PANEL SCHEDULE

TAG MANUFACTURER MODEL NO. WIDTH (IN) LENGTH (IN) TUBE PASSESCONNECITONPIPE SIZE (IN)

OUTPUT(BTU/H/LF) EWT (F) LWT (F) GPM FLUID TYPE P.D. (IN W.C.) NOTES

RCT-1 AIRTITE AR-X 2' - 0" 4' - 0" 3 3/4" 486 160 150 1.8 35% PG 1 PANELS PIPED IN SERIES WITHSOFT COPPER CONNECTIONS










ENERGY RECOVERY UNIT SCHEDULE

EQUIP NO.AREA / UNIT

SERVED MANUFACTURER MODEL NO.

MECHANICAL

COOLING COIL HEATING COIL

ELECTRICAL

NOTES

OUTDOOR AIR FAN EXHAUST AIR FAN OUTDOOR AIR FILTER EXHAUST AIR FILTER SUMMER DESIGN CONDITIONS (F) WINTER DESIGN CONDITIONS (F)

VOLTAGE PHASE MCA MOCPMAX CFM EXT SP (IN) FAN RPM BHPMOTOR

HPMAXCFM

EXT SP(IN)

FANRPM BHP

MOTORHP

THICKNESS TYPE EFFICIENCY THICKNESS TYPE EFFICIENCY

OA EAT OA LAT EXH EAT EXH LAT OA EAT OA LAT EXH EAT EXH LAT

DB WB DB WB DB WB DB WB DB WB DB WB DB WB DB WB

ERU-1 AHU-1 DAIKIN APPLIED OAH 4,800 1.50 2260 4.09 hp 4.83 hp 4,800 1.50 2570 4.09 hp 6.97 hp 2" PLEATED MERV 8 2" PLEATED MERV 8 92 74 80.6 69.2 72 64 83.4 69.3 -20 -21 31.3 29.6 70 58 19.4 19.4 NO NO 460 V 3 9 A 15 A

ERU-2 AHU-2 DAIKIN APPLIED OAH 5,350 1.50 2570 3.68 hp 6.97 hp 5,350 1.50 2570 4.74 hp 6.97 hp 2" PLEATED MERV 8 2" PLEATED MERV 8 92 74 80.7 69.3 72 64 83.4 69.3 -20 -21 31 29.5 70 58 19.6 19.6 NO NO 460 V 3 9 A 15 A

ERU-6 AHU-6 DAIKIN APPLIED OAH 3,300 1.50 2400 1.88 hp 3.22 hp 3,300 1.50 2700 2.61 hp 4.43 hp 2" PLEATED MERV 8 2" PLEATED MERV 8 92 75.2 80.5 69.5 72 64.5 83.5 69.6 -20 -20.2 31.6 30.7 70 59.6 19 19 NO NO 460 V 3 6 A 15 A

ERU-7 AHU-7 DAIKIN APPLIED OAH 3,500 1.50 2400 2.07 hp 3.22 hp 3,500 1.50 2700 2.85 hp 4.43 hp 2" PLEATED MERV 8 2" PLEATED MERV 8 92 74.7 80.6 69 72 64.3 83.4 69.2 -20 -20.2 31.2 29.5 70 58.9 19.4 19.4 NO NO 460 V 3 6 A 15 A

AHU HEATING COIL SCHEDULE

EQUIP NO. AHU NO. MANUFACTURER MODEL NO. MAX CFM NO. OF COILS FLUID

EACH COIL SIZE

NO. OF ROWS FINS/INFACE VELOCITY

(FPM)MAX APD (IN

W.C.)

AIR DATA FLUID DATA

NOTESH" W" HEATING CFM EAT (F) LAT (F)CAPACITY

(BTUH) EWT (F) LWT(F) GPMMAX WATER PD

(FT)

HC-1 AHU-1 DAIKIN APPLIED CAH 13,000 2 35% PG 27" 68" 2 13 510 0.23 6,500 10 68.6 806355 Btu/h 140 110.7 58.6 7.6


HC-3 AHU-3 DAIKIN APPLIED CAH 7,250 1 35% PG 39" 52" 2 10 515 0.20 3,625 45 70.8 197800 Btu/h 140 109.1 13.6 1

HC-4 AHU-4 DAIKIN APPLIED CAH 7,500 2 35% PG 24" 47" 3 11 479 0.28 3,750 40 95.1 437486 Btu/h 140 110 31 13.3


HC-6 AHU-6 DAIKIN APPLIED CAH 10,000 1 35% PG 42" 66" 2 12 519 0.23 5,000 15 70 586979 Btu/h 140 114.8 50 11.7

HC-7 AHU-7 DAIKIN APPLIED CAH 10,000 1 35% PG 42" 66" 2 13 519 0.24 5,000 10 70 643207 Btu/h 140 114.7 54.1 13.8

AHU CHILLED WATER COOLING COIL SCHEDULE

EQUIP NO. AHU NO. MANUFACTURERTOTAL CAPACITY

(BTUH)

SENSIBLECAPACITY

(BTUH) MAX CFM NO. OF COILS FLUID

EACH COIL SIZE

NO. OF ROWS FINS/IN A.P.D. (IN W.C.)FACE VELOCITY

(FPM)

EAT (F) LAT (F) FLUID DATA

NOTESH" W" DB WB DB WB EWT (F) LWT (F) TOTAL GPM W.P.D. (FT)

CC-1 AHU-1 DAIKIN APPLIED 424703 322389 13,000 2 35% PG 27" 71" 6 11 0.72 488 78 65 54.6 54 42 56.1 64 16.7

CC-2 AHU-2 DAIKIN APPLIED 463511 349600 14,000 2 35% PG 27" 75" 6 11 0.74 498 78 65 54.4 53.8 42 56.3 69 19.8

CC-3 AHU-3 DAIKIN APPLIED 174558 148158 7,250 1 35% PG 39" 55" 6 9 0.57 487 74 62 54.7 53.6 42 56.1 27 15.5 SPLIT FACE SPLIT CIRCUIT SINGLE COIL WITH DUAL SUPPLY AND RETURN CONNECTIONS.



CC-6 AHU-6 DAIKIN APPLIED 295698 237166 10,000 1 35% PG 42" 69" 6 11 0.68 497 77 64 54.6 53.9 42 56 45 14.1 SPLIT FACE SPLIT CIRCUIT SINGLE COIL WITH DUAL SUPPLY AND RETURN CONNECTIONS.

CC-7 AHU-7 DAIKIN APPLIED 323998 246739 10,000 1 35% PG 42" 69" 6 11 0.74 497 78 65 54.7 54.1 42 56 50 16.6 SPLIT FACE SPLIT CIRCUIT SINGLE COIL WITH DUAL SUPPLY AND RETURN CONNECTIONS.

AHU SOUND SCHEDULE

TAG

SUPPLY AIR DISCHARGE (dB) RETURN AIR INTAKE (dB)

NOTES63 Hz 125 Hz 250 Hz 500 Hz 1000 Hz 2000 Hz 4000 Hz 8000 Hz 63 Hz 125 Hz 250 Hz 500 Hz 1000 Hz 2000 Hz 4000 Hz 8000 Hz

AHU-1 85 80 98 87 88 86 81 79 77 78 88 74 74 66 62 63

AHU-2 85 50 98 87 88 86 81 78 77 78 88 74 74 66 61 66

AHU-3 84 79 97 86 87 85 80 78 76 78 87 73 73 65 60 60

AHU-4 79 73 87 80 81 80 75 82 71 71 77 68 67 60 46 51

AHU-5 80 81 98 87 88 86 81 79 75 76 86 73 72 64 51 51

AHU-6 83 84 88 84 85 83 78 75 75 82 78 73 71 64 60 65

AHU-7 82 84 88 84 85 83 78 75 74 82 78 73 71 64 60 65

UNIT HEATER SCHEDULE

EQUIP NO.

LOCATION

MANUFACTURER MODEL NO.

HYDRONIC AIR DATA ELECTRICAL

NOTESNAME NUMBERCAPACITY

(MBH) FLOW GPMFLUIDTYPE

EWT(DEG. F.)

LWT(DEG. F.) CFM EAT(db) LAT(db) VOLT PH HZ

CUH-1 OFFICE-3 3-3 RITTLING RWI-310 (4) 31200 Btu/h 6.2 35% PG 160 150 420 60 128.7 115 V 1 60 Hz PROVIDE WITH DISCONNECT




CUH-5 Space 332 RITTLING RWI-310 (4) 31200 Btu/h 6.2 35% PG 160 150 420 60 128.7 115 V 1 60 Hz PROVIDE WITH DISCONNECT

CUH-6 Space 332 RITTLING RWI-310 (4) 31200 Btu/h 6.2 35% PG 160 150 420 60 128.7 115 V 1 60 Hz PROVIDE WITH DISCONNECT


CUH-8 SECURE VESTIBULE 118I RITTLING RWI-310 (4) 31200 Btu/h 6.2 35% PG 160 150 420 60 128.7 115 V 1 60 Hz PROVIDE WITH DISCONNECT



UH-1 BOILER ROOM 104A RITTLING RH-63 18600 Btu/h 5.7 35% PG 160 150 870 60 89.6 115 V 1 60 Hz

UH-2 MECHANICAL 208 RITTLING RH-63 18600 Btu/h 5.7 35% PG 160 150 870 60 89.6 115 V 1 60 Hz

UH-3 MECH. B1 RITTLING RH-63 18600 Btu/h 5.7 35% PG 160 150 870 60 89.6 115 V 1 60 Hz

UH-4 MECH. B1 RITTLING RH-63 18600 Btu/h 5.7 35% PG 160 150 870 60 89.6 115 V 1 60 Hz

UH-5 BOILER ROOM 104A RITTLING RH-63 18600 Btu/h 5.7 35% PG 160 150 870 60 89.6 115 V 1 60 Hz

UH-6 STORAGE 108D RITTLING RH-63 18600 Btu/h 5.7 35% PG 160 150 870 60 89.6 115 V 1 60 Hz

UH-7 MECHANICAL 206F RITTLING RH-63 18600 Btu/h 5.7 35% PG 160 150 870 60 89.6 115 V 1 60 Hz

AHU DX COOLING COIL SCHEDULE (ALTERNATE NO. 1)

COIL NO. AHU NO. MAX CFM NO. OF COILS

DX COIL SIZE

ROWS FINS/IN A.P.D. (IN W.C.)FACE VELOCITY

(FPM)

AIR DATA SAT SUCTIONTEMP

TOTAL CAPACITY(MBH)

SENSIBLECAPACTIY (MBH) NOTESHEIGHT WIDTH EAT (db) EAT (wb) LAT (db) LAT (wb)

DXC-3 AHU-3 7,250 1 39" 55" 6 8 0.69 487 74 65 55.6 54.3 46 232602 141591

DXC-7 AHU-7 10,000 1 42" 69" 6 10 0.82 497 78 65 55.3 53.8 46 333418 240279


2 ADDENDUM #2 01/17/20

2

GENERAL NOTES:

SPECIFIC MOTOR AND EQUIPMENTSCHEDULE NOTES:

1. PROVIDE DUCT SMOKE DETECTION.

2. ADD TO PROJECT IF ALTERNATE #1 IS ACCEPTED.

3. CONNECT TO EXISTING CIRCUIT.

4. CONNECT TO EXISTING CIRCUIT IN AREA WITH CAPACITY.

A. DIVISION 26 CONTRACTOR TO VERIFY EQUIPMENT SPECIFICATION INFORMATION WITH CORRESPONDING MECHANICAL SCHEDULES AND SHOP DRAWINGS PRIOR TO INSTALLATION.

B. DIVISION 22 OR 23 CONTRACTOR SHALL BE RESPONSIBLE FOR HANDLING, INSTALLATION, CONTROLS AND CONTROL WIRING OF ALL MECHANICAL EQUIPMENT LISTED UNO.

C. DIVISION 26 CONTRACTOR TO SHALL BE RESPONSIBLE FOR PROVIDING REQUIRED ELECTRICAL INTERCONNECTING POWER WIRING BETWEEN STARTER/VFD'S, DISCONNECTS AND CONNECTIONS TO MECHANICAL EQUIPMENT LISTED UNO.

D. DUCT SMOKE DETECTORS SHALL BE PROVIDED ON BOTH THE SUPPLY AND RETURN DUCT WHEN INDICATED ON SCHEDULE.

E. DUCT SMOKE DETECTORS SHALL BE FURNISHED AND WIRED BY DIVISION 26 CONTRACTOR, INSTALLED BY DIVISION 23 CONTRACTOR.

F. ALL EQUIPMENT SIZES, LOADS, HP RATINGS, CIRCUIT BREAKER SIZES, STARTER SIZES, CONNECTION TYPE, AND CONDUIT/WIRE SIZES ARE AS PER THE SIZES AND BASIS OF DESIGN EQUIPMENT COORDINATED DURING DESIGN WITH THE VARIOUS DISCIPLINES. ALL REVISIONS AFTER BID (PER EQUIPMENT SUBMITTALS AND ACTUAL SUPPLIED EQUIPMENT) SHALL BE CONSOLIDATED INTO A SINGLE CONFIRMING RFI SUBMITTED BY THE ELEC CONTRACTOR SHOWING REDLINED PROPOSED REVISIONS TO BE REVIEWED BY KFI.


Commission No:

Drawn by:

Checked by:

SHEET

Date:





Lic. No:


ST. PAUL, MN 55108-2735

(651) 642-9200 | FAX (651) 642-1101

www.popearch.com


0" 1/2" 1"

TRUE SHEET SCALE

JAMES STEVEN SOMMER

54049

1/17/2020 1:15:00 PMC:\Autodesk\RevitTemp\MEP19 - MPS [email protected]

E-601

MOTOR & EQUIPMENTSCHEDULES

JSS

DRP

19-141

12/20/19


BUILDINGRENOVATIONS


55408

E_MOTOR & EQUIPMENT SCHEDULE

ID DESCRIPTION LOCATION HP WATT VOLT PHASE FLA MCA MOCP S.C.C.R. DISC TYPE DISC SIZEDISCONNECT

FURN/INSTALLED BY CONDUIT & WIRE SIZE CONTROLS CIRCUIT # PANEL NOTE

AIR HANDLING UNIT

AHU-1R AHU-1 RETURN MECH. B1 14.00 hp 13695 W 480 V 3 0 A 17 A 20 A 5000 A NEMA 1 30A DIV. 23 /DIV. 26 3/4"C,3#12,#12G DIV 23 2,4,6 DH1

AHU-1S AHU-1 SUPPLY MECH. B1 21.00 hp 19754 W 480 V 3 0 A 24 A 30 A 5000 A NEMA 1 30A DIV. 23 /DIV. 26 3/4"C,3#10,#10G DIV 23 7,9,11 DH1 1





AHU-4 AHU-4 SUPPLY MECHANICAL 208 15.00 hp 14691 W 480 V 3 0 A 18 A 25 A 5000 A NEMA 1 30A DIV. 23 /DIV. 26 3/4"C,3#10,#10G DIV 23 19,21,23 H-3 1

AHU-5 AHU-5 SUPPLY BOILER ROOM 104A 5.12 hp 13717 W 480 V 3 0 A 17 A 20 A 5000 A NEMA 1 30A DIV. 23 /DIV. 26 3/4"C,3#12,#12G DIV 23 1,3,5 H-3

AHU-6R AHU-6 RETURN MECHANICAL 205B 9.60 hp 9462 W 480 V 3 0 A 11 A 15 A 5000 A NEMA 1 30A DIV. 23 /DIV. 26 3/4"C,3#12,#12G DIV 23 7,9,11 H-3

AHU-6S AHU-6 SUPPLY MECHANICAL 205B 14.40 hp 14027 W 480 V 3 0 A 17 A 20 A 5000 A NEMA 1 30A DIV. 23 /DIV. 26 3/4"C,3#12,#12G DIV 23 2,4,6 H-3 1

AHU-7R AHU-7 RETURN MECHANICAL 205B 9.60 hp 9462 W 480 V 3 0 A 11 A 15 A 5000 A NEMA 1 30A DIV. 23 /DIV. 26 3/4"C,3#12,#12G DIV 23 8,10,12 H-3

AHU-7S AHU-7 SUPPLY MECHANICAL 205B 14.40 hp 14027 W 480 V 3 0 A 17 A 20 A 5000 A NEMA 1 30A DIV. 23 /DIV. 26 3/4"C,3#12,#12G DIV 23 13,15,17 H-3 1

BOILER

B-1 BOILER BOILER ROOM 104A 0.00 hp 7241 W 208 V 3 20 A 0 A 25 A 5000 A NEMA 1 30A DIV. 23 /DIV. 26 3/4"C,3#10,#10G DIV 23 26,28,30 LB-1

B-2 BOILER BOILER ROOM 104A 0.00 hp 7241 W 208 V 3 20 A 0 A 25 A 5000 A NEMA 1 30A DIV. 23 /DIV. 26 3/4"C,3#10,#10G DIV 23 32,34,36 LB-1

CONDENSING UNIT

ACCU-3 AIR CONDITIONINGCONDENSING UNIT

0.00 hp 20500 W 480 V 3 0 A 48 A 60 A 5000 A WITH UNIT N/A DIV. 23 /DIV. 26 1.5"C,3#4,1#8G DIV 23 32,34,36 DH1 2

ACCU-7 AIR CONDITIONINGCONDENSING UNIT

0.00 hp 28000 W 480 V 3 0 A 61 A 80 A 5000 A WITH UNIT N/A DIV. 23 /DIV. 26 1.5"C,3#3,1#8G DIV 23 26,28,30 H-3 2

ENERGY RECOVERY UNIT

ERU-1E ENERGY RECOVERY UNITEXHAUST FAN

0.00 hp 0 W 480 V 3 7 A 9 A 15 A 5000 A WITH UNIT N/A DIV. 23 /DIV. 26 3/4"C,3#12,#12G DIV 23 25,27,29 DH1

ERU-1S ENERGY RECOVERY UNITSUPPLY FAN







0.00 hp 0 W 480 V 3 5 A 6 A 15 A 5000 A WITH UNIT N/A DIV. 23 /DIV. 26 3/4"C,3#12,#12G DIV 23 25,27,29 H-3







EXHAUST FAN

EF-17 EXHAUST FAN 0.17 hp 0 W 120 V 1 1 A 1 A 15 A 5000 A NEMA 3R 20A DIV. 26 / DIV. 26 3/4"C,2#12,#12G DIV 23 3

HEATER

CUH-1 CABINET UNIT HEATER OFFICE-3 3-3 0.00 hp 0 W 120 V 1 1 A 0 A 15 A 5000 A WITH UNIT N/A DIV. 23 /DIV. 26 3/4"C,2#12,#12G DIV 23 3




CUH-5 CABINET UNIT HEATER Space 332 0.00 hp 0 W 120 V 1 1 A 0 A 15 A 5000 A WITH UNIT N/A DIV. 23 /DIV. 26 3/4"C,2#12,#12G DIV 23 16 L1-7

CUH-6 CABINET UNIT HEATER Space 332 0.00 hp 0 W 120 V 1 1 A 0 A 15 A 5000 A WITH UNIT N/A DIV. 23 /DIV. 26 3/4"C,2#12,#12G DIV 23 16 L1-7


CUH-8 CABINET UNIT HEATER SECURE VESTIBULE 118I 0.00 hp 0 W 120 V 1 1 A 0 A 15 A 5000 A WITH UNIT N/A DIV. 23 /DIV. 26 3/4"C,2#12,#12G DIV 23 6 L1-4

CUH-9 CABINET UNIT HEATER OFFICE-3 3-3 0.00 hp 0 W 120 V 1 1 A 0 A 15 A 5000 A WITH UNIT N/A DIV. 23 /DIV. 26 3/4"C,2#12,#12G DIV 23 5 L1-4

CUH-10 CABINET UNIT HEATER OFFICE-3 3-3 0.00 hp 0 W 120 V 1 1 A 0 A 15 A 5000 A WITH UNIT N/A DIV. 23 /DIV. 26 3/4"C,2#12,#12G DIV 23 5 L1-4

UH-1 UNIT HEATER BOILER ROOM 104A 0.00 hp 0 W 120 V 1 1 A 0 A 15 A 5000 A NEMA 1 20A DIV. 26 / DIV. 26 3/4"C,2#12,#12G DIV 23 3

UH-2 UNIT HEATER MECHANICAL 208 0.00 hp 0 W 120 V 1 1 A 0 A 15 A 5000 A NEMA 1 20A DIV. 26 / DIV. 26 3/4"C,3#12,#12G DIV 23 4

UH-3 UNIT HEATER MECH. B1 0.00 hp 0 W 120 V 1 1 A 0 A 15 A 5000 A NEMA 1 20A DIV. 26 / DIV. 26 3/4"C,2#12,#12G DIV 23 4

UH-4 UNIT HEATER MECH. B1 0.00 hp 0 W 120 V 1 1 A 0 A 15 A 5000 A NEMA 1 20A DIV. 26 / DIV. 26 3/4"C,2#12,#12G DIV 23 4

UH-5 UNIT HEATER BOILER ROOM 104A 0.00 hp 0 W 120 V 1 1 A 0 A 15 A 5000 A NEMA 1 20A DIV. 26 / DIV. 26 3/4"C,2#12,#12G DIV 23 4

UH-7 UNIT HEATER MECHANICAL 206F 0.00 hp 0 W 120 V 1 1 A 0 A 15 A 5000 A NEMA 1 20A DIV. 26 / DIV. 26 3/4"C,3#12,#12G DIV 23 4

PUMP

CHWP-1 CHILLED WATER PUMP BOILER ROOM 104A 15.00 hp 0 W 480 V 3 21 A 26 A 35 A 5000 A N/A N/A DIV. 23 /DIV. 26 3/4"C,3#8,#10G DIV 23 38,40,42 H-3

CHWP-2 CHILLED WATER PUMP BOILER ROOM 104A 15.00 hp 0 W 480 V 3 21 A 26 A 35 A 5000 A N/A N/A DIV. 23 /DIV. 26 3/4"C,3#8,#10G DIV 23 43,45,47 H-3

HP-1 HEAT PUMP BOILER ROOM 104A 30.00 hp 0 W 480 V 3 40 A 50 A 80 A 5000 A N/A N/A DIV. 23 /DIV. 26 1.5"C,3#3,#8G DIV 23 37,39,41 H-3

HP-2 HEAT PUMP BOILER ROOM 104A 30.00 hp 0 W 480 V 3 40 A 50 A 80 A 5000 A N/A N/A DIV. 23 /DIV. 26 1.5"C,3#3,#8G DIV 23 32,34,36 H-3

P-3-SSF-2 SIDE STREAM FILTER PUMP BOILER ROOM 104A 3.00 hp 0 W 480 V 3 5 A 6 A 15 A 5000 A N/A N/A DIV. 23 /DIV. 26 3/4"C,3#12,#12G DIV 23 44,46,48 H-3

ROOF

ROOF

ROOF

ROOF

ROOF

ROOF

ROOF

ROOF

ROOF

ROOF

ROOF


2 ADDENDUM #2 01/17/20

2


Commission No:

Drawn by:

Checked by:

SHEET

Date:





Lic. No:


ST. PAUL, MN 55108-2735

(651) 642-9200 | FAX (651) 642-1101

www.popearch.com


0" 1/2" 1"

TRUE SHEET SCALE

JAMES STEVEN SOMMER

54049


E-602

ELECTRICAL PANELSCHEDULES

JSS

DRP

19-141

12/20/19


BUILDINGRENOVATIONS


55408

PANELBOARD NOTES:

GFE = GFI CIRCUIT BREAKER (EQUIPMENT PROTECTION)

GFI = GFCI CIRCUIT BREAKER (PERSONNEL PROTECTION) LN = LOCK ON DEVICE

L = LIGHTING LOAD LO = LOCK OUT DEVICE

R = RECEPTACLE LOAD SH = SHUNT TRIP

CIRCUIT BREAKER NOTES:

LITES 24065 VA 125.00% 30081 VA TOTAL EST. DEMAND... 251 A

RCPT 11580 VA 93.18% 10790 VA TOTAL CONN. CURRENT: 233 A

MTR 152932 VA 106.52% 162908 VA TOTAL EST. DEMAND: 208579 VA

Power 1800 VA 100.00% 1800 VA TOTAL CONN. LOAD: 193377 VA

Other 3000 VA 100.00% 3000 VA

LOAD CLASSIFICATION CONNECTED LOAD DEMAND FACTOR ESTIMATED DEMAND Panel Totals

TOTAL AMPS: 245 A 240 A 218 A

TOTAL LOAD: 67163 VA 65785 VA 60429 VA

41 42

39 40

37 38

35 2029... 1330... 36

33 2029... 1330... 34

31

ERU-2E 20 A 3

2029... 1330...

3 60 A ACCU-3 ONLY BY ALT #1

32

29 2023... 2029... 30

27 2023... 2029... 28

25

MTR 20 A 3

2023... 2029...

3 20 A ERU-2S

26

23 2605... 1408... 24

21 2605... 1408... 22

19

AHU-3R 20 A 3

2605... 1408...

3 20 A ERU-1S

20

17 6595... 4572... 18

15 6595... 4572... 16

13

AHU-2S 30 A 3

6595... 4572...

3 0 A MTR Space 327

14

11 6595... 4572... 12

9 6595... 4572... 10

7

AHU-1S 30 A 3

6595... 4572...

3 20 A AHU-2R

8

5 1012... 4572... 6

3 1548... 4572... 4

1

T-2 0 A 3

1686... 4572...

3 20 A AHU-1R

2

CKT # CIRCUIT DESCRIPTION TRIP POLES A B C POLES TRIP CIRCUIT DESCRIPTION CKT #

ENCLOSURE TYPE: NEMA1 MCB RATING: 1200 A

MOUNTING: SURFACE WIRES: 4 BUS RATING: 1200

SUPPLY FROM: PHASE: 3 MAIN TYPE MAIN CB

LOCATION: MECH. B1 VOLTAGE: 480Y/277 SCCR. RATING:

DH1

PANELBOARD NOTES:

** = GFI CIRCUIT BREAKER (EQUIPMENT PROTECTION)

** = GFCI CIRCUIT BREAKER (PERSONNEL PROTECTION) LN = LOCK ON DEVICE




TOTAL EST. DEMAND... 314 A

TOTAL CONN. CURRENT: 295 A

TOTAL EST. DEMAND: 261201 VA

HVAC - COOLING 13717 VA 125.00% 17147 VA TOTAL CONN. LOAD: 245093 VA

MTR 231376 VA 105.48% 244054 VA




53 54

51 52

49 50

47 5820... 1330... 48

45 5820... 1330... 46

43

CHWP-2 35 A 3

5820... 1330...

3 20 A P-3-SSF-2

44

41 1108... 5820... 42

39 1108... 5820... 40

37

HP-2 80 A 3

1108... 5820...

3 35 A CHWP-1

38

35 948 VA 1108... 36

33 948 VA 1108... 34

31

ERU-6 SUPPLY 15 A 3

948 VA 1108...

3 80 A HP-1

32

29 1300... 1690... 30

27 1300... 1690... 28

25

ERU-6 EXHAUST 15 A 3

1300... 1690...

3 80 A ACCU-7 ONLY BY ALT #1

26

23 4905... 1297... 24

21 4905... 1297... 22

19

AHU-4 25 A 3

4905... 1297...

3 15 A ERU-7 EXHAUST

20

17 4683... 948 VA 18

15 4683... 948 VA 16

13

AHU-7S 20 A 3

4683... 948 VA

3 15 A ERU-7 SUPPLY

14

11 3159... 3159... 12

9 3159... 3159... 10

7

AHU-6R 20 A 3

3159... 3159...

3 20 A AHU-7R

8

5 4572... 4683... 6

3 4572... 4683... 4

1

AHU 5 30 A 3

4572... 4683...

3 20 A AHU-6S

2



MOUNTING: SURFACE WIRES: 4 BUS RATING: 400 AMPS

SUPPLY FROM: MSB PHASE: 3 MAIN TYPE MAIN LUG

LOCATION: BOILER ROOM 104A VOLTAGE: 480Y/277 SCCR. RATING: 10 kAIC

H-3

PANELBOARD NOTES:








Load Classification 52 VA 125.00% 65 VA TOTAL EST. DEMAND: 11991 VA

Lighting 48 VA 100.00% 48 VA TOTAL CONN. LOAD: 9603 VA

LITES 9503 VA 125.00% 11878 VA




41 EXISTING CIRCUIT 20 A 1 0 VA 0 VA 1 20 A EXISTING CIRCUIT 42











19 L - LIBRARY CONICAL LIGHTS 20 A 1 612 VA 0 VA 1 20 A EXISTING CIRCUIT 20

17 L - LIBRARY LEVEL 2 CORRIDOR 20 A 1 425 VA 0 VA 1 20 A EXISTING CIRCUIT 18

15 L - LEVEL 2 EMERGENCY LIGHTING - AREA A 20 A 1 1563... 0 VA 1 20 A EXISTING CIRCUIT 16

13 L - LEVEL 2 EMERGENCY LIGHTING - AREA B 20 A 1 1732... 0 VA 1 20 A EXISTING CIRCUIT 14

11 L - LEVEL 1 EMERGENCY LIGHTING - AREA B 20 A 1 1597... 0 VA 1 20 A EXISTING CIRCUIT 12

9 L - LEVEL 1 EM LTG CORR-SOUTH, GYM -... 20 A 1 1125... 0 VA 1 20 A EXISTING CIRCUIT 10

7 L - LIBRARY CORRIDOR 20 A 1 360 VA 0 VA 1 20 A EXISTING CIRCUIT 8

5 L - LEVEL 1 EMERGENCY LIGHTING - AREA A 20 A 1 1601... 0 VA 1 20 A EXISTING CIRCUIT 6

3 L - BASEMENT MECH NORTH- 326, 327 20 A 1 245 VA 0 VA 1 20 A EXISTING CIRCUIT 4

1 L - BASEMENT MECH SOUTH - 326, 327 20 A 1 343 VA 0 VA 1 20 A EXISTING CIRCUIT 2



MOUNTING: SURFACE WIRES: 4 BUS RATING: 100 AMPS

SUPPLY FROM: PHASE: 3 MAIN TYPE MAIN CB

LOCATION: MECH. B1 VOLTAGE: 208Y/120 SCCR. RATING: 10,000 AMPS SYMMETRICAL

EM1

PANELBOARD NOTES:









TOTAL CONN. LOAD: 1844 VA

LITES 1844 VA 125.00% 2305 VA























3 L-106, 105, 106A, 331, 333 20 A 1 1066... 0 VA 1 20 A EXISTING CIRCUIT 4

1 L-118J, 105D, 108B, 108A 20 A 1 778 VA 0 VA 1 20 A EXISTING CIRCUIT 2



MOUNTING: SURFACE WIRES: 4 BUS RATING: 225

SUPPLY FROM: DL-1 PHASE: 3 MAIN TYPE MAIN LUG

LOCATION: STORAGE 108A VOLTAGE: 208Y/120 SCCR. RATING: 10 kAIC

L1-1

PANELBOARD NOTES:









TOTAL CONN. LOAD: 4206 VA

LITES 4206 VA 125.00% 5257 VA






















5 L-104A, 118J, 103, 101,127,131 20 A 1 1641... 0 VA 1 20 A EXISTING CIRCUIT 6

3 L-118J,CANOPY LIGHTS,131,127,103/A/B,104A 20 A 1 657 VA 0 VA 1 20 A EXISTING CIRCUIT 4

1 L-100, 1,12,2,102,10,11,104 20 A 1 1908... 0 VA 1 20 A EXISTING CIRCUIT 2



MOUNTING: RECESSED WIRES: 4 BUS RATING: 225

SUPPLY FROM: DL-1 PHASE: 3 MAIN TYPE MAIN LUG

LOCATION: OFFICE-3 3-3 VOLTAGE: 208Y/120 SCCR. RATING: 10 kAIC

L1-3


2 ADDENDUM #2 01/17/20

2

MCBFTL

SPDDP1

277/480V400A

10000kAICMAFC

MCBFTL

SPDHP

277/480V200A

10kAICMAFC

M

SPD

M

G

3P/

0 A

0 A

4WG50

DISTRIBUTION PANELBOARD

PANELBOARD

MOTOR

DISCONNECT

VFD VFD

ELECTRICAL UTILITY

TRANSFORMER

SURGE PROTECTION DEVICE

METER

GENERATOR

CIRCUIT BREAKER

AUTOMATIC TRANSFER SWITCH

FEEDER TAG

SINGLE LINE SYMBOLS LEGEND

A AMPACITYAF FUSE AMPPACITY SIZEAFC AVAILABLE FAULT CURRENTFTL FEED THROUGH LUGSAIC ARC INTERRUPTING CAPACITYG/GND GROUNDk KILO/ONE THOUSANDSLSI LONG TIME TRIP AND DELAY+ SHORT TIME TRIP AND DELAY + INSTANTANEOUS CIRCUIT BREAKERLSIG LONG TIME TRIP AND DELAY + SHORT TIME TRIP AND DELAY + INSTANTANEOUS + GROUND FAULT CIRCUIT BREAKERMCB MAIN CIRCUIT BREAKERMLO MAIN LUGSCCR SHORT CIRCUIT CURRENT RATINGSPD SURGE PROTECTION DEVICEV VOLTAGEVFD VARIABLE FREQUENCY DRIVE

SINGLE LINE DIAGRAM ABBREVIATIONS

M

UTILITYTRANSFORMER

UTILITY

1200 A MSB 480/277V, 1200A MCB, 1200A BUS, 3P, 4W, 65kAIC

600 A

EXISTING

400 A 225 A

200 A

M

CHILLER

DL1 (H1) 120/208V, 400A MCB, 400A BUS, 3P, 4W,

400 A

SPARE

T-1480:208/120V

150kVA

100 A

MLO

LB-1120/208V

200A

4W

G8

200 A

MCB

DL2(H2)

120/208V400A

EX

IST

ING

100 A

MLO

L1-1120/208V

100A

4W

G5

100 A

MLO

L1-2120/208V

100A

4W

G5

DL3 120/208V, 600A MCB, 600A BUS, 3P, 4W600 A

MLO

L1-7120/208V

225A22kAIC

4W

G8

MLO

L2-7120/208V

225A10kAIC

MLO

LF-1120/208V

100A

4W

G5

M

4W

G13

EX

IST

ING

EX

IST

ING

EXISTINGT-2

480:208/120V150kVA

4W

G15

EX

IST

ING

M

CH PUMP 1

30 A

M

PUMP CH 2

30 A

VFD VFD

225 A

60 A

MLO

L1-3120/208V

100A

4W

G5

100 A

MLO

L2-1120/208V

100A

4W

G5

4W

G8

MCB

FTL

L2-4A120/208V

225A

MLO

L2-4B120/208V

225A

100 A

MLO

L2-2120/208V

100A

4W

G5

200 A 100 A

MLO

L2-8120/208V

100A

4W

G5

100 A

EX

IST

ING

100 A

4W

G5

MLO

L2-3120/208V

200A

4W

G8

200 A

MLO

L1-4120/208V

200A

4W

G8

200 A

CLOCKS #16

MLO

L1-6120/208V

225A22kAIC

4W

G8

MLO

L2-6120/208V

225A10kAIC

MLO

L1-5120/208V

225A22kAIC

4W

G8

MLO

L2-5120/208V

225A10kAIC

MLO

L1-8120/208V

225A22kAIC

225 A

T-3480:208/120V

75kVA

MCB

FTL

L1-9A120/208V

225A

EX

IST

ING

EX

IST

ING

MLO

L1-9B120/208V

225A

MLO

H21277/480V

225A

ATS100 A

G

120/208V/ 3P/25kW/

MCB

EM1120/208V

400A

EX

IST

ING

100 A 100 A200 A 200 A 200 A 200 A

4W

G5

EX

IST

ING

EX

IST

ING

3W

G9

200A

EX

IST

ING

60 A

4W

G8

4W

G8

4W

G8

4W

G8

MLO

LV-3120/208V

200A

4W

G8

225 A

400 A

M

AHU 1 SUPPLY

30 A

M

AHU-2 RETURN

20 A

M

AHU-3 RETURN

15 A

M

AHU 1 RETURN

20 A

M

AHU-2 SUPPLY

30 A

M

AHU-3 SUPPLY

20 A 100 A

SPARE

0 A

DH1 480/277V, 400A MCB, 400A BUS, 3P, 4W,

100 A

MLO

CP-1120/208V

100A22kAIC

100 A

4W

G5

RANGE KILN

100 A

SPACEAS REQ'D

0 A

SPARESPACEAS REQ'D

RELABEL EXISTING "H2"DISTRIBUTION PANELBOARDTO "DL2"

RELABEL EXISTING "H1"DISTRIBUTION PANELBOARDTO "DL1"

EXISTING CT CABINET

PROVIDE NEW 3P/400A BREAKER IN AVAILABLE SPACE

REMOVE EXISTING 225 CIRCUIT BREAKER AT BOTTOM OF GEAR AND REPLACE WITH NEW 3P/400A CIRCUIT BREAKER

400 A

MLO

H3277/480V

400A

4W

G12

REUSE EXISTING 225 AMP BREAKER MADE AVAILABLE BY REMOVAL OF FEED TO TRANSFORMER T-2.


Commission No:

Drawn by:

Checked by:

SHEET

Date:





Lic. No:


ST. PAUL, MN 55108-2735

(651) 642-9200 | FAX (651) 642-1101

www.popearch.com


0" 1/2" 1"

TRUE SHEET SCALE

JAMES STEVEN SOMMER

54049


E-801

ELECTRICAL POWERSINGLE LINE

DIAGRAM

JSS

DRP

19-141

12/20/19


BUILDINGRENOVATIONS


55408

NOT TO SCALEE-801

2 ELECTRICAL POWER SINGLE LINE DIAGRAM - NEW

ELECTRICAL FEEDER SCHEDULE

SYMBOLCONDUIT SIZE

(COPPER)FEEDER SIZES

(COPPER)GROUND SIZE

(COPPER)

3WG1 1" 3 #6 #10

3WG2 1 1/2" 3 #4 #8

3WG3 1 1/2" 3 #3 #8

3WG4 1 1/2" 3 #2 #8

3WG5 1 1/2" 3 #1 #6

3WG6 2" 3 #1/0 #6

3WG7 2" 3 #2/0 #6

3WG8 2 1/2" 3 #3/0 #4

3WG9 2 1/2" 3 #4/0 #4

3WG10 2 1/2" 3 #250 #4

3WG11 3" 3 #350 #3

3WG12 4" 3 #500 #3

3WG13 (2) 2" 3 #4/0 #2

3WG14 (2) 3" 3 #250 #1

3WG15 (2) 3" 3 #350 #1

3WG16 (2) 4" 3 #500 #1/0

3WG17 (3) 4" 3 #500 #2/0

3WG18 (3) 4" 3 #600 #3/0

3WG19 (5) 4" 3 #500 #4/0

3WG20 (6) 4" 3 #500 #250

3WG21 (7) 4" 3 #500 #350

3WG22 (8) 4" 3 #500 #400

4W1 4" 4 #500 --

4W2 (2) 4" 4 #500 --

4W3 (3) 4" 4 #500 --

4W4 (3) 4" 4 #600 --

4W5 (5) 4" 4 #500 --

4W6 (6) 4" 4 #500 --

4W7 (7) 4" 4 #500 --

4W8 (8) 4" 4 #500 --

4W9 (11) 4" 4 #500 --

4WG1 1" 4 #6 #10

4WG2 1 1/2" 4 #4 #8

4WG3 1 1/2" 4 #3 #8

4WG4 1 1/2" 4 #2 #8

4WG5 1 1/2" 4 #1 #6

4WG6 2" 4 #1/0 #6

4WG7 2" 4 #2/0 #6

4WG8 2 1/2" 4 #3/0 #4

4WG9 2 1/2" 4 #4/0 #4

4WG10 2 1/2" 4 #250 #4

4WG11 3" 4 #350 #3

4WG12 4" 4 #500 #3

4WG13 (2) 2" 4 #4/0 #2

4WG14 (2) 3" 4 #250 #1

4WG15 (2) 3" 4 #350 #1/0

4WG16 (2) 4" 4 #500 #1/0

4WG17 (3) 4" 4 #500 #2/0

4WG18 (3) 4" 4 #600 #3/0

4WG19 (5) 4" 4 #500 #4/0

4WG20 (6) 4" 4 #500 #250

4WG21 (7) 4" 4 #500 #350

4WG22 (8) 4" 4 #500 #400

GENERAL SHEET NOTES

A. REFER TO GENERAL NOTES ON SHEET E-000 AND ELECTRICAL SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.

B. EXISTING ELECTRICAL INFORMATION SHOWN ON THIS DRAWING IS BASED ON INFORMATION TAKEN FROM EXISTING CONSTRUCTION DRAWINGS AND MINIMUM SITE OBSERVATION. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS.

C. GREYED LINEWEIGHT INDICATES EXISTING TO REMAIN, DARK LINEWEIGHT INDICATES NEW WORK.

2 ADDENDUM #2 01/17/20