muskegon community college request for proposal … · p.c.. c. background mcc was founded as...

MUSKEGON COMMUNITY COLLEGE

REQUEST FOR PROPOSAL

Lower Level Food Service Improvements

Proposals Due Date: May 22nd

, 2015

RFP Coordinator: Amy James

Director of Business Services

Room # 1123

221 S. Quarterline Road

Muskegon, MI 49442

Telephone: (231) 777-0547

Email: [email protected]

FROM THE TIME THIS RFP IS ISSUED UNTIL AWARD FROM THE TIME THIS RFP IS ISSUED UNTIL AWARD FROM THE TIME THIS RFP IS ISSUED UNTIL AWARD FROM THE TIME THIS RFP IS ISSUED UNTIL AWARD NOTFICATION IS MADE, ALL CONTACT WITH MCC NOTFICATION IS MADE, ALL CONTACT WITH MCC NOTFICATION IS MADE, ALL CONTACT WITH MCC NOTFICATION IS MADE, ALL CONTACT WITH MCC

REGARDING THIS RFP MUST BE MADE THROUGH THE MCC RFP COORDINATOR. NO OTHER PERSON/MCC REGARDING THIS RFP MUST BE MADE THROUGH THE MCC RFP COORDINATOR. NO OTHER PERSON/MCC REGARDING THIS RFP MUST BE MADE THROUGH THE MCC RFP COORDINATOR. NO OTHER PERSON/MCC REGARDING THIS RFP MUST BE MADE THROUGH THE MCC RFP COORDINATOR. NO OTHER PERSON/MCC

EMPLOYEE IS EMPOWERED TO MAKE BINDING STATEMENTS REGARDING THIS RFP. VIOLATION OF THIS EMPLOYEE IS EMPOWERED TO MAKE BINDING STATEMENTS REGARDING THIS RFP. VIOLATION OF THIS EMPLOYEE IS EMPOWERED TO MAKE BINDING STATEMENTS REGARDING THIS RFP. VIOLATION OF THIS EMPLOYEE IS EMPOWERED TO MAKE BINDING STATEMENTS REGARDING THIS RFP. VIOLATION OF THIS

PROVISION MAY LEAD TO DISQUALIFICATION FROPROVISION MAY LEAD TO DISQUALIFICATION FROPROVISION MAY LEAD TO DISQUALIFICATION FROPROVISION MAY LEAD TO DISQUALIFICATION FROM THE BIDDING PROCESS AT MCC’S DISCRETIONM THE BIDDING PROCESS AT MCC’S DISCRETIONM THE BIDDING PROCESS AT MCC’S DISCRETIONM THE BIDDING PROCESS AT MCC’S DISCRETION




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RFP TITLE PAGE

TABLE OF CONTENTS

PART I INTRODUCTION

A. PURPOSE

B. SCOPE OF SERVICES

C. BACKGROUND

D. GENERAL INFORMATION

E. GENERAL TERMS AND CONDITIONS

F. PROPOSAL FORMAT

PART II GENERAL INFORMATION

A. EQUAL OPPORTUNITY NOTICE

B. INSURANCE

PART III PROPOSAL FORMS

A. List of References Form

B. Proposer’s Certification Form

Part III (Attached to RFP)

BMA Architects P.C. – Construction Drawings and Specifications




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PART I INTRODUCTION

A. PURPOSE

Muskegon Community College is seeking a General Contractor for Lower Level Food Service

Improevments

B. SCOPE OF SERVICES

Refer to attached Construction Drawing documents and specifications provided by BMA Architects

P.C..

C. BACKGROUND

MCC was founded as Muskegon Junior College in 1926, and has been continually accredited by

the Higher Learning Commission of North Central Association since 1929. MCC moved to its

current campus location, an Alden B. Dow designed facility that opened to the public in 1967.

In 1995, the Stevenson Center for Higher Education opened, comprising a consortium of Ferris

State University, Grand Valley State University, and Western Michigan University, designed to

increase access to educational opportunities for Muskegon residents. In 2010 the Outdoor

Learning Lab, a focal point of green technology and center for MCC’s new Alternative and

Renewable Energy certificate program opened. MCC is currently located on a 111-acre campus in

Muskegon, with extension centers in Fremont, Grand Haven, Newaygo and Whitehall.

In 2013, MCC received approval and funding for a construction and renovation project involving

four major areas that include: Science, Technology, Engineering, and Math (STEM) Center, MCC

Muskegon Downtown Center, Health and Physical Education Center, and a Creative and

Performing Arts Center. According to MCC President, Dr. Dale Nesbary, “Muskegon Community

College needs to compete on a national and global level. In addition to meeting crucial student

needs, this expansion will also benefit employers and the community at large. It will help attract

and retain talented individuals and equip them with the science skills to make them both more

effective employees and informed residents, critical to improving the overall health of our

communities. Moreover, MCC’s growth from approximately 2,000 in the mid-1960s to

approximately 5,000 credit-bearing students has led to the need for additional academic space in

the STEM fields.”




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D. GENERAL INFORMATION

Selection of the Vendor will be at the discretion of Muskegon Community College and the College

reserves the right to reject any or all proposals. All proposers will be notified whether or not they

have been chosen as finalists for an interview and demonstration. After the interview, the

selected firm will be recommended to the Board of Trustees for approval.

1. Modifications: Muskegon Community College reserves the right to request that the proposer

modify the proposal to more fully meet the needs of the college.

2. Request for Additional Information: The proposer shall furnish such additional

information if Muskegon Community College may require.

3. Acceptance/Rejection/Modification to Proposals: Muskegon Community College reserves the

right to negotiate modifications to proposals that it deems acceptable, reject any and all

proposals, and waive minor irregularities in the procedures.

4. Questions: General PFP questions Should be addressed to Amy James at

[email protected]. All technical questions shall be address to Owners Consultant

BMA Architects P.C., David J. Mayville, AIA, email: [email protected].

5. GENERAL TERMS AND CONDITIONS

By submitting a response to this RFP, Bidder agrees to the following terms and conditions:

1. Legal Compliance: Work performed and plans produced shall comply with all state, federal and

local laws, including but not limited to those related to building, environmental, statutory, legal

process, OSHA and the Fair Labor Standards Act.

2. Termination: The contract may be terminated by mutual consent of both parties or by

Muskegon Community College at its discretion. This contract, if awarded, may be cancelled in

whole or in part by Muskegon Community College upon giving at least sixty (60) days written

notice prior to cancellation; except that nonperformance on the part of the contractor(s) will be

grounds for termination upon fifteen

(15) day written notice.

3. Manner of Performance: The firm will abide by all State and Federal Regulations on wages and




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hours of any employee. The firm shall be responsible for all of its employees, subcontractors and

their actions during their term of the contract with Muskegon Community College.

E. PROPOSAL FORMAT

1. Bid Form: Refer to attached specifications for Bid Form.

2. References: List at least three (3) client references. (See attachment)

3. Proposer Responsibilities: The vendor is responsible for conducting necessary research,

visiting the site and becoming familiar with conditions under which the work is to be

performed:

a) Proposal Amendments. MCC reserves the right to amend this RFP without altering the

timing requirements indicated. Any changes or addenda to this RFP will be communicated

in writing to all Bidders as quickly as possible.

b) Proposal Rejection. MCC reserves the right to reject any Bidder’s response for any

reason. MCC is under no obligation to award any Bidder the business, and may elect to

reject all responses and pursue actions outside of this RFP process.

c) Bidder Expenses. Bidder is solely responsible for any expenses incurred by it for proposal

preparation and submission. This includes attendance at personal interviews or other

meetings.

d) Instruction and Format Requirements. All proposals should adhere to the instruction

and format requirements outlined in this RFP and in all written supplements and

amendments (such as summary of Questions and Answers), issued by MCC.

e) Criteria for Award Consideration. Bidders shall take careful note that only materials

offered in the proposal, information provided through interviews (if any), and internal

Departmental information of previous contract history will be criteria for award

consideration. The proposal shall be signed by a person authorized to legally bind the

Bidder and shall contain a statement that the proposal and the pricing contained therein

will remain valid for a period of 90 days from the proposal due date.




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f) Final Contract Documents. If MCC awards this project to a Bidder, this RFP and the

selected Bidder’s proposal, including all appendices or attachments, will become part of

the final contract.

g) Freedom of Information Act. The content of all proposals, correspondence, addenda,

memoranda, working papers and other medium which discloses any aspect of the RFP

process shall be considered public information when the award decision is announced. This

includes all proposals received in response to this RFP, both the selected proposal(s) and

the proposal(s) not selected, and the information in those proposals that a Bidder may

consider proprietary in nature. Therefore, MCC makes no representation it can or will

maintain the confidentiality of such information. The act of submitting a proposal to MCC

shall be construed as understanding and acceptance of this public information disclosure

requirement.

PART II GENERAL INFORMATION

A. EQUAL OPPORTUNITY NOTICE

It is the policy of MCC to provide equal opportunities and not discriminate in enrollment,

education, employment, public accommodations, activities or services on the basis of race, color,

religion, sex, national origin, marital status, sexual orientation, political persuasion, disability,

height, weight, age, or other prohibitive matters.

It is the policy of MCC to patronize only those firms and Providers that demonstrate a

commitment to equal opportunity within their own enterprises and who abide by Federal and

State laws.

B. INSURANCE

1. Coverage. The selected Provider shall maintain insurance, having the coverage described

below and approved by MCC, prior to the contract, and shall maintain such insurance until

the contract is terminated according to the prescribed procedures.

2. Evidence of Insurance. Prior to taking occupancy, Vendor shall furnish Muskegon

Community College, with a certificate(s) of insurance, executed by a duly authorized

representative of each insurer, showing compliance with the insurance requirements set




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forth above. Failure to furnish the required certificate or failure to maintain the required

insurance may result in termination of the agreement at Muskegon Community College’s

option. Any waiver of Vendor’s obligation to furnish such certificate or maintain such

insurance must be in writing and signed by an authorized representative of Muskegon

Community College. Failure of Muskegon Community College to demand such certificate

or other evidence of full compliance with these insurance requirements or failure of

Muskegon Community College to identify a deficiency from evidence that is provided shall

not be construed as a waiver of Vendor’s obligation to maintain such insurance, or as a

waiver as to the enforcement of any of these provisions at a later date.

3. Certified Copies of Policies. Provider shall provide certified copies of all insurance

policies required above within ten (10) days of MCC’s written request for said copies.

4. Commercial General and Umbrella Liability Insurance. Vendor shall maintain

commercial general liability (CGL) and, if necessary, commercial umbrella insurance with a

limit of not less than $1,000,000 each occurrence. If such CGL insurance contains a general

aggregate limit, it shall be for at least twice the each occurrence limit. CGL insurance shall

be written on an occurrence form and shall cover liability arising from premises,

operations, products-completed operations, personal and advertising injury, and liability

assumed under an insured contract, including the tort liability of another assumed in a

business contract. “Muskegon Community College, its elected and appointed officials,

employees, students, agents and volunteers “shall be included as an insured under the

CGL, and under the commercial umbrella, if any. This insurance shall apply as primary

insurance with respect to any other insurance or self-insurance programs afforded to

Muskegon Community College. There shall be no endorsement or modification of the

CGL limiting the scope of coverage for liability assumed under a contract.

5. Automobile and Umbrella Liability Insurance. Vendor shall maintain automobile liability

and, if necessary, commercial umbrella liability insurance with a limit of not less than

$1,000,000 each accident. Such insurance shall cover liability arising out of any auto

(including owned, hired, and nonowned autos).

6. Workers Compensation Insurance. Vendor shall maintain workers compensation and

employers liability insurance. The commercial umbrella and/or employers liability limits

shall not be less than the statutory limits required under Michigan law.

7. Commercial Property Insurance. Provider may, at its option, purchase business income,

extra expense or similar coverage, and in no event shall MCC be liable for any business

interruption or other consequential loss sustained by Provider, whether or not it is insured,




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even if such loss is caused by the negligence of MCC, its elected and appointed officials,

employees, students, agents or volunteer. Provider may, at its option, purchase insurance

to cover its personal property. In no event shall MCC be liable for any damage to or loss of

personal property sustained by Provider, whether or not it is insured, even if such loss is

caused by the negligence of MCC, its elected and appointed officials, employees, students,

agents and volunteers.

8. Acceptability of Insurers. All required insurance shall be purchased from insurers

acceptable to MCC. MCC shall have the right to reject insurance from an insurer that it

deems unacceptable due to poor financial condition or because it is not operating legally.

9. No Representation of Coverage Adequacy. By requiring insurance herein, Muskegon

Community College does not represent that coverage and limits will necessarily be

adequate to protect Vendor, and such coverage and limits shall not be deemed as a

limitation on Vendor’s liability under the indemnities granted to Muskegon Community

College in this contract.

10. Indemnification. Neither party is contracting or agreeing to indemnify the other.

Muskegon Community College has no authority to agree to indemnify any other party.

Statutory and common law theories and principles of indemnification, contribution, and

equitable restitution shall govern and apply to claims, actions, causes of action, costs,

expenses and losses (including attorneys' fees) resulting from or caused by the actions or

omissions of the parties or their employees pursuant to this contract.

11. Subcontractor Requirements. Provider agrees to contractually obligate its

subcontractors to indemnify MCC in precise conformance to the terms of Provider’s

obligation to indemnify MCC pursuant to this Agreement. The Provider further agrees to

contractually obligate its subcontractors to provide insurance with the insurance

coverage’s and limits of liability required to be provided by the Provider pursuant to the

terms and conditions of this Agreement.

12. Cancellation or Reduction in Coverage. In the event of a lapse or reduction in the

required coverage’s, the Provider shall cease operations and shall not resume operations

until new insurance is in force.




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PART III PROPOSAL FORMS

LIST OF REFERENCES

IMPORTANT: This form must be returned with the bid proposal form.

1. Name of Company

Address

Contact Person/Title

Telephone Number

2. Name of Company

Address


Telephone Number

3. Name of Company

Address


Telephone Number

Authorized Signature Printed Name and Title




PROPOSER’S CERTIFICATION

I have carefully examined the Request for Proposal, Instructions, Terms and Conditions, Scope of

Services, Bid forms and all other documents accompanying this proposal.

I propose to furnish the services specified in the Request for Proposal at the prices or rates quoted in my

proposal. I agree that my proposal will remain firm for a period of ninety (90) days in order to allow

Muskegon Community College adequate time to evaluate the proposals.

I certify that all information contained in this Request for Proposal is truthful to the best of my knowledge and belief. I further certify I am duly authorized to submit this proposal on behalf of the vendor/contractor and that the vendor/contractor is ready, willing and able to perform if awarded this Bid/Proposal.

I further certify that this bid/proposal is made without prior understanding, agreement, connection,

discussion or collusion with any other person, firm or corporation submitting a bid/proposal for the

same commodity or service; no officer, employee or agent of Muskegon Community College or of

any other bidder/proposer interested in bid/proposal; and the undersigned executed this

bidders/proposers certification with full knowledge and understanding of the matters contained and

was duly authorized to do so.

Name of Business

Signature

Name & Title

Mailing Address

Telephone Number

LOWER LEVEL FOOD SERVICE IMPROVEMENTS Muskegon Community College

Muskegon Michigan

May 2015

DIRECTORY:

Owner: Muskegon Community College

221 S. Quarterline Road

Muskegon MI 49442

Architect:

BMA Architects, P.C.

17216 Van Wagoner

Spring Lake MI 49456

Ph. 1.231.798.2334

Contact: David J. Mayville, AIA

e-mail: [email protected]

BMA Architects, P.C. 1496-15

Page 1 of 2

TABLE OF CONTENTS

MCC RFP FRONT END

SPECIFICATIONS COVER SHEET

DIRECTORY

TABLE OF CONTENTS

PREVAILING WAGE REPORT

PROJECT SCHEDULE

DIVISION 1&2 – GENERAL

010000 GENERAL REQUIREMENTS / INSTRUCTIONS TO BIDDERS

012100 ALLOWANCES

013300 ARCHITECTS SUBMITTAL PROCEDURES

014000 QUALITY REQUIREMENTS

017000 EXECUTION REQUIREMENTS

017700 CLOSEOUT PROCEDURES

017810 PROJECT RECORD DOCUMENTS

024119 SELECTIVE DEMOLITION

DIVISION 3 - CONCRETE WORK

NOT USED

DIVISION 4 – MASONRY

NOT USED

DIVISION 5 – METALS

NOT USED

DIVISION 6 - WOOD AND PLASTICS

NOT USED

DIVISION 7 - THERMAL AND MOISTURE PROTECTION

079200 JOINT SEALANTS

DIVISION 8 - DOORS AND WINDOWS

081113 HOLLOW METAL DOORS AND FRAMES

081416 FLUSH WOOD DOORS

083300 ROLLING GRILLES


Page 2 of 2

DIVISION 9 – FINISHES

092216 NON-STRUCTURAL METAL FRAMING

092900 GYPSUM BOARD

095113 ACOUSTICAL PANEL CEILINGS

099123 INTERIOR PAINTING

DIVISION 10 – SPECIALTIES

NOT USED

DIVISION 11 – EQUIPMENT

114000 FOOD SERVICE EQUIPMENT

DIVISION 12 – CASEWORK

123200 INSTITUTIONAL CASEWORK

DIVISION 21 – FIRE SUPPRESSION

NOT USED

DIVISION 22 – PLUMBING

REFER TO DRAWING DOCUMENTS

DIVISION 23 – HEATING, VENTILATING AND AIR CONDITIONING

REFER TO DRAWING DOCMENTS

DIVISION 26 - ELECTRICAL

REFER TO DRAWING DOCMENTS

DRAWING DOCUMENT

Sheet T1 – 24 x 35

Sheet A1 – 24 x 36

State of Michigan [email protected]

Official Request #: 521 Requestor: Muskegon Community College Project Description: Bistro / Kitchen - Remodel Project Number:

Muskegon County Official 2015 Prevailing Wage Rates for State Funded Projects Issue Date: 4/21/2015 Contract must be awarded by: 7/20/2015 Page 1 of 31 Classification Last Straight Time and a Double Overtime Name Description Updated Hourly Half Time Provision ===================================================================================================

Asbestos & Lead Abatement Laborer Asbestos & Lead Abatement Laborer MLDC 10/1/2014 $40.25 $53.64 $67.03 H H H X X X X D Y 4 ten hour days @ straight time allowed Monday-Saturday, must be consecutive

Asbestos & Lead Abatement, Hazardous Material Handler Asbestos and Lead Abatement, Hazardous AS207 10/1/2014 $40.25 $53.58 $66.90 H H H X X X X D Y Material Handler 4 ten hour days @ straight time allowed Monday-Saturday, must be consecutive

Boilermaker Boilermaker BO169 2/17/2015 $54.70 $81.08 $107.45 H H H H H H H D Y

Apprentice Rates:

1st 6 months $40.31 $59.49 $78.67

2nd 6 months $41.45 $61.21 $80.95

3rd 6 months $42.57 $62.88 $83.19

4th 6 months $43.69 $64.57 $85.43

5th 6 months $44.81 $66.24 $87.67

6th 6 months $48.63 $72.50 $96.36

7th 6 months $49.32 $73.01 $96.69

8th 6 months $51.58 $76.40 $101.21

Official Request #: 521 Official Rate Schedule Requestor: Muskegon Community College Every contractor and subcontractor shall keep posted Project Description: Bistro / Kitchen - Remodel on the construction site, in a conspicuous place, a copy of all prevailing wage and fringe benefit rates Project Number: prescribed in a contract. County: Muskegon Page 1 of 31

Official 2015 Prevailing Wage Rates for State Funded Projects Issue Date: 4/21/2015 Contract must be awarded by: 7/20/2015 Page 2 of 31 Classification Last Straight Time and a Double Overtime Name Description Updated Hourly Half Time Provision ===================================================================================================

Bricklayer Bricklayer, Block Masonry, Stone Mason and BR-9-1-B 3/17/2015 $39.83 $52.71 $65.59 H H H H H H H D Y Artificial Masonry Make up day allowed comment 4 10s allowed M-F; Saturday make up day Apprentice Rates:

0-749 hours $29.53 $37.26 $44.99

750 - 1,499 hours $30.81 $39.18 $47.55

1,500 - 2,249 hours $32.10 $41.11 $50.13

2,250 - 2,999 hours $33.39 $43.05 $52.71

3,000 - 3,749 hours $34.68 $44.99 $55.29

3,750 - 4,499 hours $35.97 $46.92 $57.87

4,500 - 5,249 hours $37.25 $48.84 $60.43

5,250 - 6,000 hours $38.54 $50.77 $63.01

Carpenter Carpenter CA-100 6/6/2014 $36.95 $46.78 $56.60 X X H H H H H D N Make up day allowed comment Saturday Apprentice Rates:

1st year $29.09 $34.98 $40.88

2nd year $31.06 $37.94 $44.82

3rd year $33.02 $40.88 $48.74

4th year $34.00 $42.35 $50.70

Floor Layer CA-100FL 6/6/2014 $39.16 $50.08 $61.00 X X H H H H H D N Make up day allowed comment Saturday Apprentice Rates:

1st year $30.42 $36.97 $43.52

2nd year $32.61 $40.26 $47.90

3rd year $34.79 $43.52 $52.26

4th year $35.88 $45.16 $54.44



Cement Finisher Cement Finisher & Plasterer BR-9-1-CF 3/17/2015 $35.28 $46.63 $57.98 X X H X X X H D Y 4 10s allowed M-F; plasterer OT schedule is HHHHHHHDY

Apprentice Rates:

0-749 hours $27.34 $34.72 $42.10

750-1499 hours $28.47 $36.42 $44.36

1500-2249 hours $29.60 $38.11 $46.62

2250-2999 hours $30.74 $39.82 $48.90

3000-3749 hours $31.87 $41.52 $51.16

3750-4499 hours $33.01 $43.22 $53.44

Cement Mason Cement Mason PL16-8 10/23/2012 $33.93 $44.51 $55.08 H H H H H H H D Y

Four 10s allowed Monday-Thursday with Friday or Saturday inclement weather make up days. Saturday hours for inclement weather make up shall be paid straight rate unless over 40 hours worked. Make up day allowed comment Friday or Saturday for inclement weather Apprentice Rates:

1st year $26.53 $33.40 $40.28

2nd year $28.64 $36.57 $44.50

3rd year $30.76 $39.75 $48.74



Drywall Drywall Taper and Finisher PT-845-DF 7/8/2014 $37.39 $49.64 $61.89 H H H H H H H D N

Apprentice Rates:

0 - 1,000 hours $26.37 $33.11 $39.85

1,001 - 2,000 hours $27.59 $34.94 $42.29

2,001 to 3,000 hours $29.55 $37.88 $46.21

3,001 to 4,000 hours $31.27 $40.46 $49.65

4,001 to 5,000 hours $33.71 $44.12 $54.53

5,001 to 6,000 hours $36.17 $47.81 $59.45

Electrician Sound and Communication Journeyman EC-275 SC 10/1/2014 $34.32 $47.25 $60.18 H H H H H H H D Y Technician Make up day allowed comment Four consecutive 10s allowed M-Th/Friday may be used as a make-up day Apprentice Rates:

1st period $18.88 $26.64 $34.39

2nd period $21.63 $30.68 $39.73

3rd period $24.37 $34.71 $45.05

4th period $27.12 $38.75 $50.39

Inside Wireman EC-275-IW 10/1/2014 $45.14 $64.28 $83.42 H H H H H H H D Y Make up day allowed comment 4 consecutive 10s allowed M-Th Friday may be used as a make-up day

Apprentice Rates:

0-1000 hours $18.14 $24.03 $29.92

1000-2000 hours $19.62 $26.25 $32.88

2000-3500 hours $22.78 $31.12 $39.45

3500-5000 hours $24.29 $33.38 $42.47

5000-6500 hours $27.93 $38.84 $49.75

6500-8000 hours $31.05 $43.52 $55.99



Lineman/Technician outside utility and EC-876 11/18/2009 $47.05 $68.11 $89.17 H H H H H H H D Y commercial power and high voltage pipe type cable work and electrical underground. Four 10s allowed Monday-Thursday with Friday makeup or Tuesday-Friday with Monday

Apprentice Rates:

1st period $30.20 $42.69 $55.26

2nd period $32.32 $46.02 $59.70

3rd period $34.42 $49.16 $63.90

4th period $36.53 $52.33 $68.12

5th period $38.63 $55.47 $72.32

6th period $40.74 $58.64 $76.54

7th period $42.84 $61.79 $80.74

Elevator Constructor Elevator Constructor Mechanic EL-85 4/8/2013 $70.77 $116.32 D D D D D D D D Y comment 4 tens allowed M-TH Apprentice Rates:

1st year $50.27 $75.32

2nd year $54.83 $84.44

3rd year $57.10 $88.98

4th year $61.66 $98.10



Glazier Glazier GL-826 7/16/2014 $43.53 $58.26 $72.98 H H H H H H H D Y 4 tens allowed on consecutive days

Apprentice Rates:

1st 6 months $31.04 $39.87 $48.71

2nd 6 months $32.60 $42.17 $51.74

3rd 6 months $34.17 $44.48 $54.79

4th 6 months $35.73 $46.78 $57.82

5th 6 months $37.28 $49.06 $60.84

6th 6 months $38.84 $51.35 $63.87

7th 6 months $40.40 $53.65 $66.90

8th 6 months $41.97 $55.96 $69.95

Heat and Frost Insulator Spray Insulation AS25S 3/5/2007 $20.14 $29.14 H H H H H H H H N

Heat and Frost Insulator and Asbestos Worker Heat and Frost Insulator and Asbestos Worker AS47 3/11/2013 $44.40 $58.76 $73.12 H H H H H H H D Y 4 ten hour work days shall be either Monday thru Thursday or Tuesday thru Friday Make up day allowed comment Friday for missed time during M-Th 4 ten schedule Apprentice Rates:

1st year $25.78 $32.96 $40.14

2nd year $29.50 $38.11 $46.73

3rd year $33.22 $43.27 $53.32

4th year $36.95 $48.44 $59.93

5th year $40.68 $53.61 $66.53



Ironworker Pre-engineered Metal Work IR-25-PE-Z2 6/3/2014 $43.02 $52.70 $62.37 X X H X X X X D Y Make up day allowed comment 4 tens allowed M-Th with Saturday make up day Apprentice Rates:

1st Year $26.11 $31.58 $37.06

3rd 6 month period $28.23 $34.46 $40.68

4th 6 month period $30.36 $37.35 $44.33

5th 6 month period $32.48 $40.21 $47.95

6th 6 month period $34.61 $43.10 $51.59

Fence, Sound Barrier & Guardrail IR-340-F2 2/24/2015 $30.71 $40.71 $50.71 X X H X X X H D Y erection/installation and Exterior Signage work Four ten hour work days may be worked during Monday-Saturday.

Apprentice Rates:

60% Level $20.35 $26.35 $32.35

65% Level $21.45 $27.95 $34.45

70% Level $22.56 $29.56 $36.56

75% Level $23.65 $31.15 $38.65

80% Level $24.75 $32.75 $40.75

85% Level $25.85 $34.35 $42.85



Reinforcing: any work in connection with field IR-340-Ref 9/17/2014 $45.05 $55.39 $65.73 H H H H H H H D Y fabrication, post tensioning, prestressing of handling by power, rigging, crane signaling, crane assembly and dismantle, racking, sorting, cutting, bending, hoisting, placing, burning, welding, use of tie gun, and tying of all materials used to reinforce concrete construction. Realigning of reinforcing steel, wire mesh and placing of steel dowels, as well as refastening and resetting same while concrete is being poured. The handling and placing of j or jack bar on slip form construction. The placing of all clips, bolts, and steel rods and wire fabricator mesh pertaining to gunite construction. Drilling holes in concrete for dowels used to reinforce a concrete slab, beam or wall and the use of a chemical anchoring system (such as epoxy) to secure dowels. The use of a non-metallic carbon fiber or polymer typically used to reinforce concrete. Some brand names are NEFMAC, Make up day allowed comment for 4 10s, Fridays for 5 8s, Saturday Both apply if employee loses 4 or more straight time hours in any week because the job is down.

Apprentice Rates:

Registered 1st year $27.16 $33.31 $39.46

Registered 2nd year $28.21 $34.88 $41.56

Registered 3rd year $33.80 $42.05 $50.29

Rigging, heavy machinery moving and related IR-340-RIG 4/4/2013 $37.43 $47.43 $57.43 X X X X X X X D Y tasks Make up day allowed comment Saturday Apprentice Rates:

1st year $22.50 $27.31 $32.11

2nd year $25.61 $33.31 $40.11

3rd year $30.59 $40.17 $48.65

4th year $32.67 $43.52 $53.11



Structural and Finish work: all work related to IR-340-STR 9/17/2014 $45.05 $55.39 $65.73 H H H H H H H D Y the fabrication, erection & construction of all iron, steel, precast and reinforced concrete structures; bolting, decking, siding, glazing and curtain wall, misc steel stairways, handrails; rigging, signaling, loading, unloading, sorting and stacking of all material. The framing and erection or dismantling of all cranes, travelers and derricks. Field & job fabrication cutting, bending, drilling, welding & burning with acetylene torch or electric device; operation of man lifts or equipment to perform work; misc and ornamental iron and metal, including lockers, jail doors, bunks, iron doors, guardhouses, grating, racks, platforms and uni-strut supports; aligning or leveling or surveying in connection with steel or machinery erection. All demolition and dismantling or iron, steel, precast & Make up day allowed comment for 4 10s, Fridays for 5 8s, Saturday Both apply if employee loses 4 or more straight time hours in any week because the job is down.

Apprentice Rates:

1st Year Registered $27.16 $33.31 $39.46

2nd Year Registered $28.21 $34.88 $41.56

3rd Year Registered $33.80 $42.05 $50.29

4th Year Registered $35.90 $45.19 $54.49



Laborer Class A Laborer - all construction on buildings, L355-2-A 6/27/2014 $31.25 $40.48 $49.70 X X H H H H H D Y pumps, well wheels, air, electric or gasoline tools, motor driven buggies, fire watch duty, working on swing scaffolds, heavy construction work, carpenter tender, cement finisher tender, heater tender & flagperson. Cleaning and clearing of all debris, including wire brushing of windows, scraping of floors, removal of surplus material from all fixtures within confines of structure and cleaning all debris in building and construction area. The general cleanup, including sweeping, cleaning, washdown and wiping of construction facility, equipment and furnishings and removal and loading or burning of all debris including crates, boxes, packaging waste material. Washing and cleaning of walls, partitions, ceilings, windows, bathrooms, kitchens, laboratory, and all fixtures and facilities therein. Cleanup, mopping, washing, waxing and polishing or dusting of all Make up day allowed comment Monday - Saturday Apprentice Rates:

0 - 1,000 work hours $26.64 $33.56 $40.48

1,001 - 2,000 work hours $27.56 $34.94 $42.32

2,001 - 3,000 work hours $28.48 $36.32 $44.16

3,001 - 4,000 work hours $30.33 $39.10 $47.86

Class B Laborer - jackhammer operators, L355-2-B 6/27/2014 $31.50 $40.85 $50.20 X X H H H H H D Y crocklayers and caisson worker in buildings. Make up day allowed comment Monday - Saturday Apprentice Rates:

0-1,000 work hours $26.82 $33.83 $40.84

1,001-2,000 work hours $27.76 $35.24 $42.72

2,001-3,000 work hours $28.70 $36.65 $44.60

3,001-4,000 work hours $30.56 $39.44 $48.32



Class C Laborer - top men on chimneys or L355-2-C 6/27/2014 $32.00 $41.60 $51.20 X X H H H H H D Y towers over thirty feet in height, material mixers, portable mixer operator, plasterer tender, mason tender, and demolition burner. Make up day allowed comment Monday - Saturday Apprentice Rates:

0-1,000 work hours $27.20 $34.40 $41.60

1,001-2,000 work hours $28.16 $35.84 $43.52

2,001-3,000 work hours $29.12 $37.28 $45.44

3,001-4,000 work hours $31.04 $40.16 $49.28

Class D Laborer - concrete specialist when no L355-2-D 6/27/2014 $35.81 $47.27 $58.72 X X H H H H H D Y cement finishers are available; troweling, finishing, screeding, patching, cutting, curing of cast in place or precast concrete by any and all methods. Make up day allowed comment Monday - Saturday Apprentice Rates:

0-1,000 work hours $30.08 $38.67 $47.26

1,001-2,000 work hours $31.23 $40.40 $49.56

2,001-3,000 work hours $32.37 $42.10 $51.84

3,001-4,000 work hours $34.66 $45.54 $56.42



Laborer - Hazardous Class A Laborer - performing work in conjunction LHAZ-Z9-A 11/7/2014 $31.79 $44.79 $57.78 H H H H H H H D Y with site preparation and other preliminary work prior to actual removal, handling, or containment of hazardous waste substances not requiring use of personal protective equipment required by state or federal regulations; or a laborer performing work in conjunction with the removal , handling, or containment of hazardous waste substances when use of personal protective equipment level " D" is required. Make up day allowed comment 4 10s allowed M-Th or T-F; inclement weather makeup day Friday Apprentice Rates:

0-1,000 work hours $27.04 $37.66 $48.28

1,001-2,000 work hours $27.99 $39.08 $50.18

2,001-3,000 work hours $28.94 $40.51 $52.08

3,001-4,000 work hours $30.84 $43.36 $55.88

Class B Laborer - performing work in conjunction LHAZ-Z9-B 11/7/2014 $32.79 $46.29 $59.78 H H H H H H H D Y with the removal, handling, or containment of hazardous waste substances when the use of personal protective equipment levels "A", "B" or "C" is required. Make up day allowed comment 4 10s allowed M-Th or T-F; inclement weather makeup day Friday Apprentice Rates:

0-1,000 work hours $27.79 $38.78 $49.78

1,001-2,000 work hours $28.79 $40.28 $51.78

2,001-3,000 work hours $29.79 $41.78 $53.78

3,001-4,000 work hours $31.79 $44.78 $57.78



Laborer Underground - Tunnel, Shaft & Caisson Class I - Tunnel, shaft and caisson laborer, LAUCT-Z2-1 10/30/2014 $35.67 $47.07 $58.47 X X X X X X X D Y dump man, shanty man, hog house tender, testing man (on gas), and watchman.

Apprentice Rates:

0-1,000 work hours $30.52 $39.35 $48.17

1,001-2,000 work hours $31.55 $40.90 $50.23

2,001-3,000 work hours $32.58 $42.44 $52.29

3,001-4,000 work hours $34.64 $45.53 $56.41

Class II - Manhole, headwall, catch basin LAUCT-Z2-2 10/30/2014 $35.76 $47.21 $58.65 X X X X X X X D Y builder, bricklayer tender, mortar man, material mixer, fence erector, and guard rail builder

Apprentice Rates:

0-1,000 work hours $30.58 $39.44 $48.29

1,001-2,000 work hours $31.62 $41.00 $50.37

2,001-3,000 work hours $32.66 $42.56 $52.45

3,001-4,000 work hours $34.72 $45.65 $56.57



Class III - Air tool operator (jack hammer man, LAUCT-Z2-3 10/30/2014 $35.86 $47.36 $58.85 X X X X X X X D Y bush hammer man and grinding man), first bottom man, second bottom man, cage tender, car pusher, carrier man, concrete man, concrete form man, concrete repair man, cement invert laborer, cement finisher, concrete shoveler, conveyor man, floor man, gasoline and electric tool operator, gunnite man, grout operator, welder, heading dinky man, inside lock tender, pea gravel operator, pump man, outside lock tender, scaffold man, top signal man, switch man, track man, tugger man, utility man, vibrator man, winch operator, pipe jacking man, wagon drill and air track operator and concrete saw operator (under 40 h.p.).

Apprentice Rates:

0-1,000 work hours $30.66 $39.56 $48.45

1,001-2,000 work hours $31.70 $41.12 $50.53

2,001-3,000 work hours $32.74 $42.68 $52.61

3,001-4,000 work hours $34.82 $45.80 $56.77

Class IV - Tunnel, shaft and caisson mucker, LAUCT-Z2-4 10/30/2014 $36.02 $47.60 $59.17 X X X X X X X D Y bracer man, liner plate man, long haul dinky driver and well point man.

Apprentice Rates:

0-1,000 work hours $30.78 $39.74 $48.69

1,001-2,000 work hours $31.83 $41.32 $50.79

2,001-3,000 work hours $32.88 $42.89 $52.89

3,001-4,000 work hours $34.97 $46.02 $57.07



Class V - Tunnel, shaft and caisson miner, drill LAUCT-Z2-5 10/30/2014 $36.28 $47.99 $59.69 X X X X X X X D Y runner, keyboard operator, power knife operator, reinforced steel or mesh man (e.g. wire mesh, steel mats, dowel bars)

Apprentice Rates:

0-1,000 work hours $30.98 $40.04 $49.09

1,001-2,000 work hours $32.04 $41.63 $51.21

2,001-3,000 work hours $33.10 $43.22 $53.33

3,001-4,000 work hours $35.22 $46.40 $57.57

Class VI - Dynamite man and powder man. LAUCT-Z2-6 10/30/2014 $36.59 $48.45 $60.31 X X X X X X X D Y

Apprentice Rates:

0-1,000 work hours $31.21 $40.38 $49.55

1,001-2,000 work hours $32.28 $41.99 $51.69

2,001-3,000 work hours $33.36 $43.61 $53.85

3,001-4,000 work hours $35.51 $46.84 $58.15

Class VII - Restoration laborer, seeding, LAUCT-Z2-7 10/30/2014 $28.86 $36.86 $44.85 X X X X X X X D Y sodding, planting, cutting, mulching and topsoil grading and the restoration of property such as replacing mail boxes, wood chips, planter boxes and flagstones.

Apprentice Rates:

0-1,000 work hours $25.41 $31.68 $37.95

1,001-2,000 work hours $26.10 $32.72 $39.33

2,001-3,000 work hours $26.79 $33.76 $40.71

3,001-4,000 work hours $28.17 $35.82 $43.47



Landscape Laborer Landscape Specialist includes air, gas, and diesel LLAN-Z2-A 6/26/2014 $27.85 $38.49 $49.12 X X H X X X H D Y equipment operator, skidsteer (or equivalent), lawn sprinkler installer on landscaping work where seeding, sodding, planting, cutting, trimming, backfilling, rough grading or maintenance of landscape projects occurs. Sundays paid at time & one half. Holidays paid at double time.

Skilled Landscape Laborer: small power tool LLAN-Z2-B 6/26/2014 $23.65 $31.06 $38.47 X X H X X X H D Y operator, lawn sprinkler installers' tender, material mover, truck driver on when seeding, sodding, planting, cutting, trimming, backfilling, rough grading or maintaining of landscape projects occurs Sundays paid at time & one half. Holidays paid at double time.

Operating Engineer Class C- Regular equipment operator, crane, stiff EN-324-BH1C 8/5/2014 $50.15 $64.32 $78.49 H H H H H H H D Y leg derrick, scraper dozer, grader, front end loader, hoist, job mechanic, head grease man, concrete pump truck & hydro excavators Four 10 hour days may be scheduled Monday- Thursday or Tuesday-Friday. Work unabled to be performed due to weather, Monday- Thursday may be scheduled on Friday.

Apprentice Rates:

0 - 999 hours $40.75 $50.67 $60.59

1,000 - 1,999 hours $42.17 $52.80 $63.43

2,000 - 2,999 hours $43.58 $54.91 $66.25

3,000 - 3,999 hours $45.00 $57.05 $69.09

4,000 - 4,999 hours $46.42 $59.17 $71.93

5.000 - 5,999 hours $47.83 $61.29 $74.75



Class D- Air tugger (single drum), material hoist, EN-324-BH1D 8/5/2014 $45.05 $56.67 $68.29 H H H H H H H D Y boiler operator, sweeping machine, winch truck, Bob Cat & similar equipment, elevators (when operated by an operating engineer), and fork truck over 20' lift Four 10 hour days may be scheduled Monday- Thursday or Tuesday-Friday. Work unabled to be performed due to weather, Monday- Thursday may be scheduled on Friday.

Class E- Pump 6" or over, well points, freeze EN-324-BH1E 9/12/2013 $44.45 $55.77 $67.09 H H H H H H H D Y systems, boom truck (non-swinging), end dumps and laser/power screed, concrete wire saw 20 h.p. and over, & brokk concrete breaker Four 10 hour days may be scheduled Monday- Thursday or Tuesday-Friday. Work unabled to be performed due to weather, Monday- Thursday may be scheduled on Friday.

Class F- Air compressor, welder, generators, EN-324-BH1F 8/5/2014 $42.00 $52.10 $62.19 H H H H H H H D Y conveyors, pumps under 6", Grease man, and fork truck 20' or less lift Four 10 hour days may be scheduled Monday- Thursday or Tuesday-Friday. Work unabled to be performed due to weather, Monday- Thursday may be scheduled on Friday.

Class G- Oiler, fireman and heater operator EN-324-BH1G 8/5/2014 $40.35 $49.62 $58.89 H H H H H H H D Y Four 10 hour days may be scheduled Monday- Thursday or Tuesday-Friday. Work unabled to be performed due to weather, Monday- Thursday may be scheduled on Friday.



Class A- Crane w/ main Boom & Jib 220' or EN-OSA 8/5/2014 $50.90 $65.45 $79.99 H H H H H H H D Y longer Four 10 hour days may be scheduled Monday- Thursday or Tuesday-Friday. Work unabled to be performed due to weather, Monday-

Class A- Crane w/ main Boom & Jib 300' or EN-OSA3 8/5/2014 $52.40 $67.70 $82.99 H H H H H H H D Y longer Four 10 hour days may be scheduled Monday- Thursday or Tuesday-Friday. Work unabled to be performed due to weather, Monday-

Class A- Crane w/ main Boom & Jib 400' or EN-OSA4 8/5/2014 $53.90 $69.95 $85.99 H H H H H H H D Y longer Four 10 hour days may be scheduled Monday- Thursday or Tuesday-Friday. Work not performed due to weather, Monday-Thursday

Class B- Crane Operator with main boom and EN-OSB 8/5/2014 $50.65 $65.07 $79.49 H H H H H H H D Y jib 140' or longer, tower cranes, gantry crane, whirley derrick Four 10 hour days may be scheduled Monday- Thursday or Tuesday-Friday. Work unabled to be performed due to weather, Monday- Thursday may be scheduled on Friday.

Operating Engineer - DIVER Diver/Wet Tender/Tender/Rov Pilot/Rov Tender GLF D 4/2/2014 $52.80 $79.20 $105.60 H H H H H H H D N

Official Request #: 521 Official Rate Schedule Requestor: Muskegon Community College Every contractor and subcontractor shall keep posted Project Description: Bistro / Kitchen - Remodel on the construction site, in a conspicuous place, a copy of all prevailing wage and fringe benefit rates Project Number: prescribed in a contract. County: Statewide Page 18 of 31


Operating Engineer - Marine Construction Diver/Wet Tender, Engineer (hydraulic dredge) GLF-1 2/12/2014 $65.00 $84.85 $104.70 X X H H H H H D Y

Make up day allowed

Subdivision of county all Great Lakes, islands therein, & connecting & tributary waters

Crane/Backhoe Operator, 70 ton or over Tug GLF-2 2/12/2014 $63.50 $82.60 $101.70 X X H H H H H D Y Operator, Mechanic/Welder, Assistant Engineer (hydraulic dredge), Leverman (hydraulic dredge), Diver Tender Holiday pay = $120.80 per hour, wages & Make up day allowed

Subdivision of county All Great Lakes, islands therein, & connecting & tributary waters

Friction, Lattice Boom or Crane License GLF-2B 2/12/2014 $64.50 $84.10 $103.70 X X H H H H H D Y Certification Holiday pay = $123.30 Make up day allowed

Subdivision of county All Great Lakes, islands, therein, & connecting & tributary waters

Deck Equipment Operator, Machineryman, GLF-3 2/12/2014 $59.30 $76.30 $93.30 X X H H H H H D Y Maintenance of Crane (over 50 ton capacity) or Backhoe (115,000 lbs or more), Tug/Launch Operator, Loader, Dozer on Barge, Deck Machinery Holiday pay = $110.30 per hour, wages & Make up day allowed


Deck Equipment Operator, GLF-4 2/12/2014 $53.60 $67.75 $81.90 X X H H H H H D Y (Machineryman/Fireman), (4 equipment units or more), Off Road Trucks, Deck Hand, Tug Engineer, & Crane Maintenance 50 ton capacity and under or Backhoe 115,000 lbs or less, Assistant Tug Operator Holiday pay = $96.05 per hour, wages & fringes Make up day allowed




Operating Engineer Steel Work Class A- Crane w/ main Boom & Jib 220' or EN-324-SWW1220 8/5/2014 $51.25 $65.97$80.69H H H H H H H D Y longer Four 10 hour days may be scheduled Monday- Thursday or Tuesday-Friday. Work not performed due to weather, Monday-Thursday

Class A- Crane w/ main Boom & Jib 300' or EN-324-SWW1300 8/5/2014 $52.75 $68.22$83.69H H H H H H H D Y longer Four 10 hour days may be scheduled Monday- Thursday or Tuesday-Friday. Work not performed due to weather, Monday-Thursday

Class A- Crane w/ main Boom & Jib 400' or EN-324-SWW1400 8/5/2014 $54.25 $70.47$86.69H H H H H H H D Y longer Four 10 hour days may be scheduled Monday- Thursday or Tuesday-Friday. Work not performed due to weather, Monday-Thursday

Class B- Crane Operator with main boom and EN-324-SWW1B 8/5/2014 $51.00 $65.60$80.19H H H H H H H D Y jib 140' or longer, tower cranes, gantry crane, whirley derrick Four 10 hour days may be scheduled Monday- Thursday or Tuesday-Friday. Work not performed due to weather, Monday-Thursday may be scheduled on Friday.

Official Request #: 521 Official Rate Schedule Requestor: Muskegon Community College Every contractor and subcontractor shall keep posted Project Description: Bistro / Kitchen - Remodel on the construction site, in a conspicuous place, a copy of all prevailing wage and fringe benefit rates

Project Number: prescribed in a contract. County: Muskegon Page 20 of 31


Class C- Regular equipment operator, crane, EN-324-SWW1C 8/5/2014 $50.50 $64.85$79.19H H H H H H H D Y dozer, grader, loader, hoist, straddle wagon, job mechanic & hydro excavator Four 10 hour days may be scheduled Monday- Thursday or Tuesday-Friday. Work not performed due to weather, Monday-Thursday may be scheduled on Friday.

Apprentice Rates:

0 - 999 hours $40.99 $51.03 $61.07

1,000 - 1,999 hours $42.43 $53.19 $63.95

2,000 - 2,999 hours $43.86 $55.33 $66.81

3,000 - 3,999 hours $45.30 $57.49 $69.69

4,000 - 4,999 hours $46.73 $59.64 $72.55

5,000 - 5,999 hours $48.17 $61.80 $75.43

Class D- Air tugger (single drum), material hoist, EN-324-SWW1D 8/5/2014 $45.40 $57.20$68.99H H H H H H H D Y pump 6" or over, elevators (when operated by an operating engineer) and brokk concrete breaker Four 10 hour days may be scheduled Monday- Thursday or Tuesday-Friday. Work not performed due to weather, Monday-Thursday

Class E- Air compressor, welder, generators and EN-324-SWW1E 8/5/2014 $43.75 $54.72$65.69H H H H H H H D Y conveyors.

Class F- Oiler and Fireman EN-324-SWW1F 8/5/2014 $41.15 $50.82$60.49H H H H H H H D Y

Four 10 hour days may be scheduled Monday- Thursday or Tuesday-Friday. Work not performed due to weather, Monday-Thursday may be scheduled on Friday.

Official Request #: 521 Official Rate Schedule Requestor: Muskegon Community College Every contractor and subcontractor shall keep posted Project Description: Bistro / Kitchen - Remodel on the construction site, in a conspicuous place, a copy of all prevailing wage and fringe benefit rates Project Number: prescribed in a contract. County: Muskegon


Operating Engineer Underground Class I Equipment - Backfiller Tamper, Backhoe, EN-324A2-UC1 10/14/2014 $50.03 $64.42 $78.80 H H H H H H H D Y Batch Plant Operator, Clamshell, Concrete Paver 2 drums or larger, Conveyor Loader Euclid type, Crane (crawler, truck type or pile driving), Dozer, Dragline, Elevating Grader, endloader, gradall, grader, hydro excavator, power shovel, roller asphalt, scraper self- propelled or tractor drawn, side boom tractor, slip form paver, slope paver, trencher over 8 ft. digging capacity, well drilling rig, concrete pump

Apprentice Rates:

0-999 hours $40.60 $50.67 $60.74

1,000-1,999 hours $42.04 $52.83 $63.62

2,000-2,999 hours $43.48 $54.99 $66.50

3,000-3,999 hours $44.92 $57.15 $69.38

4,000-4,999 hours $46.36 $59.31 $72.26

5,000-5,999 hours $47.80 $61.48 $75.14

Class II Equipment - Boom Truck, Crusher, EN-324A2-UC2 10/14/2014 $45.14 $57.08 $69.02 H H H H H H H D Y Hoist, Pump 6 inch discharge or larger, side boom tractor, Tractor (pneu-tired other than backhoe or front end loader), Trencher 8 ft. digging capcity and smaller, Vac Truck

Class III Equipment - Air Compressors 600 cfm EN-324A2-UC3 10/14/2014 $44.64 $56.33 $68.02 H H H H H H H D Y or larger, Air Compressors 2 or more less than 600 dfm, Boom Truck non-swinging non- powered type boom, Concrete Breaker self- propelled or truck mounted, Concrete paver 1 drum 1/2 yd. or larger, Elevator other than passenger, Pump 4 inch to 6 inch discharge, pumpcrete machine, wagon drill, welding machine or generator 2 or more 300 amp or



Class IV Equipment - Boiler, Concrete Saw 40 EN-324A2-UC4 10/14/2014 $44.36 $55.91 $67.46 H H H H H H H D Y hp or over, curing machine self propelled, end dumps, extend a boom forklift, farm tractor with attachment, finishing machine concrete, firemen, hydraulic pipe pushing machine, mulching equipment, oiler, pumps up to 4 inch discharge, roller other than asphalt, stump remover, sweeper wayne type, trencher, vibrating compaction equipment self propelled 6 ft. wide or over, water wagon.

Painter Painter PT-845-BR 7/17/2014 $33.74 $44.69 $55.63 H H H H H H H D Y

A 4-10s workweek allowed Monday-Thursday.

Apprentice Rates:

0-1000 hours $23.89 $29.91 $35.93

1001-2000 hours $24.98 $31.55 $38.11

2001-3000 hours $26.74 $34.19 $41.63

3001-4000 hours $28.27 $36.48 $44.69

4001-5000 hours $30.46 $39.77 $49.07

5001-6000 hours $32.65 $43.05 $53.45

Pipe and Manhole Rehab General Laborer for rehab work or normal TM247 4/17/2015 $28.20 $38.20 H H H H H H H H N cleaning and cctv work-top man, scaffold man, CCTV assistant, jetter-vac assistant

Tap cutter/CCTV Tech/Grout Equipment TM247-2 4/17/2015 $32.70 $44.95 H H H H H H H H N Operator: unit driver and operator of CCTV; grouting equipment and tap cutting equipment



CCTV Technician/Combo Unit Operator: unit TM247-3 4/17/2015 $31.45 $43.07 H H H H H H H H N driver and operator of cctv unit or combo unit in connection with normal cleaning and televising work

Boiler Operator: unit driver and operator of TM247-4 4/17/2015 $33.20 $45.70 H H H H H H H H N steam/water heater units and all ancillary equipment associated

Combo Unit driver & Jetter-Vac Operator TM247-5 4/17/2015 $33.20 $45.70 H H H H H H H H N

Pipe Bursting & Slip-lining Equipment Operator TM247-6 4/17/2015 $34.20 $47.20 H H H H H H H H N

Plasterer Plasterer PL16-1 10/23/2012 $33.61 $44.20 $54.79 H H H H H H H D N

Apprentice Rates:

1st year $26.20 $33.09 $39.97

2nd year $28.31 $36.25 $44.19

3rd year $30.43 $39.43 $48.43



Plumber, Pipefitter, Welder, HVAC & Refrigeration Plumber, Pipefitter, Welder, HVAC & PL-174-PP 10/10/2014 $50.63 $71.63 $92.62 H H D H H H D D Y Refrigeration 4 tens may be worked M-Thursday or Tuesday- F @ the straight time rate. 4 tens may also be worked M-F on a holiday

Apprentice Rates:

1st year $23.94 $31.59 $39.24

2nd year $30.78 $41.85 $52.92

3rd year $32.79 $44.87 $56.94

4th year $36.81 $50.89 $64.98

5th year $40.83 $56.93 $73.02

Pointer, Cleaner and Caulker Pointer, Cleaner and Caulker BR-9-1-C 3/17/2015 $36.86 $48.73 $60.59 H H H H H H H D Y Four 10s allowed M-F

Apprentice Rates:

0-749 hours $28.55 $36.26 $43.97

750-1499 hours $29.74 $38.05 $46.35

1500-2249 hours $30.93 $39.83 $48.73

2250-2999 hours $32.11 $41.60 $51.09

3000-3749 hours $33.30 $43.39 $53.47

3750-4499 hours $34.49 $45.17 $55.85



Roofer Commercial Roofer RO-70-Z5 9/17/2014 $30.97 $41.02 $51.07 X X H X X H H D Y Make up day allowed comment Monday - Saturday Apprentice Rates:

1st Class $20.08 $23.93 $28.59

2nd Class $21.09 $26.65 $32.21

3rd Class $22.10 $28.17 $34.23

4th Class $23.13 $29.71 $36.29

5th Class $24.15 $31.24 $38.33

6th Class $25.16 $32.75 $40.35

7th Class $26.17 $34.27 $42.37

8th Class $27.15 $35.74 $44.33

9th Class $29.03 $38.11 $47.19

Sewer Relining Class I-Operator of audio visual CCTV system SR-I 11/3/2014 $42.76 $57.75 $72.74 H H H H H H H D N including remote in-ground cutter and other equipment used in conjunction with CCTV

Class II-Operator of hot water heaters and SR-II 11/3/2014 $41.23 $55.46 $69.68 H H H H H H H D N circulation system; water jetters; and vacuum and mechanical debris removal systems and those assisting.



Sheet Metal Worker Sheet Metal Worker SHM-7-2 9/25/2014 $41.42 $55.55 $69.67 H H H H D D D D Y 4 10s allowed as consecutive days, M-Th or T-F

Apprentice Rates:

1st 6 months $19.90 $26.25 $32.61

2nd 6 months $21.31 $28.37 $35.43

3rd 6 months $22.73 $30.50 $38.27

4th 6 months $24.14 $32.61 $41.09

5th 6 months $31.53 $40.71 $49.89

6th 6 months $32.94 $42.83 $52.71

7th 6 months $34.36 $44.95 $55.55

8th 6 months $35.77 $47.07 $58.37

Sprinkler Fitter Sprinkler Fitter SP 669 9/17/2009 $46.51 $61.99 $77.47 H H H H H H H D Y Make up day allowed

Apprentice Rates:

Class 1 & 2 $23.44 $31.31 $39.17

Class 3 $29.35 $37.75 $46.15

Class 4 $30.93 $40.12 $49.31

Class 5 $35.50 $45.47 $55.45

Class 6 $37.07 $47.83 $58.59

Class 7 $38.65 $50.20 $61.75

Class 8 $40.22 $52.55 $64.89

Class 9 $41.79 $54.91 $68.03

Class 10 $43.36 $57.27 $71.17



Tile, Terrazzo and Mosiac Finisher - Four 10s allowed M-F BR9-31-TF 3/24/2015 $32.19 $41.31 $50.43 H H H H H H H D Y

Apprentice Rates:

0-749 hours $25.81 $31.74 $37.67

750-1,499 hours $26.72 $33.11 $39.49

1,500-2,249 hours $27.63 $34.47 $41.31

2,250-2,999 hours $28.54 $35.83 $43.13

3,000-3,749 hours $29.45 $37.20 $44.95

3,750-4,499 hours $30.37 $38.58 $46.79

Setter - Four 10s allowed M-F BR9-31-TS 3/24/2015 $37.56 $48.33 $59.09 H H H H H H H D Y

Apprentice Rates:

0-749 hours $30.02 $37.01 $44.01

750-1499 hours $31.10 $38.63 $46.17

1500-2249 hours $32.18 $40.25 $48.33

2250-2999 hours $33.25 $41.86 $50.47

3000-3749 hours $34.33 $43.48 $52.63

3750-4499 hours $35.41 $45.10 $54.79

Truck Driver of all trucks of 8 cubic yd capacity or over TM-RB2 8/8/2013 $41.92 $37.85 H H H H H H H H Y

of all trucks of 8 cubic yard capacity or less TM-RB2A 8/8/2013 $41.82 $37.70 H H H H H H H H Y (except dump trucks of 8 cubic yard capacity or over, tandem axle trucks, transit mix and semis, euclid type equipment, double bottoms and low boys)

on euclid type equipment TM-RB2B 8/8/2013 $41.35 $38.08 H H H H H H H H Y



Underground Laborer Open Cut, Class I Construction Laborer LAUC-Z4-1 10/30/2014 $32.52 $42.35 $52.17 X X X X X X X D Y

Apprentice Rates:

0-1,000 work hours $28.17 $35.83 $43.47

1,001-2,000 work hours $29.04 $37.13 $45.21

2,001-3,000 work hours $29.91 $38.43 $46.95

3,001-4,000 work hours $31.65 $41.05 $50.43

Underground Laborer Open Cut, Class II Mortar and material mixer, concrete form man, LAUC-Z4-2 10/30/2014 $32.65 $42.54 $52.43 X X X X X X X D Y signal man, well point man, manhole, headwall and catch basin builder, guard rail builders, headwall, seawall, breakwall, dock builder and fence erector.

Apprentice Rates:

0-1,000 work hours $28.27 $35.97 $43.67

1,001-2,000 work hours $29.14 $37.28 $45.41

2,001-3,000 work hours $30.02 $38.60 $47.17

3,001-4,000 work hours $31.77 $41.23 $50.67

Underground Laborer Open Cut, Class III Air, gasoline and electric tool operator, vibrator LAUC-Z4-3 10/30/2014 $32.76 $42.71 $52.65 X X X X X X X D Y operator, drillers, pump man, tar kettle operator, bracers, rodder, reinforced steel or mesh man (e.g. wire mesh, steel mats, dowel bars, etc.), cement finisher, welder, pipe jacking and boring man, wagon drill and air track operator and concrete saw operator (under 40 h.p.), windlass and tugger man, and directional boring man.

Apprentice Rates:

0-1,000 work hours $28.35 $36.09 $43.83

1,001-2,000 work hours $29.23 $37.41 $45.59

2,001-3,000 work hours $30.11 $38.73 $47.35

3,001-4,000 work hours $31.88 $41.39 $50.89



Underground Laborer Open Cut, Class IV Trench or excavating grade man. LAUC-Z4-4 10/30/2014 $32.83 $42.81 $52.79 X X X X X X X D Y

Apprentice Rates:

0-1,000 work hours $28.40 $36.17 $43.93

1,001-2,000 work hours $29.29 $37.51 $45.71

2,001-3,000 work hours $30.17 $38.83 $47.47

3,001-4,000 work hours $31.94 $41.48 $51.01

Underground Laborer Open Cut, Class V Pipe Layer LAUC-Z4-5 10/30/2014 $32.95 $42.99 $53.03 X X X X X X X D Y

Apprentice Rates:

0-1,000 work hours $28.49 $36.31 $44.11

1,001-2,000 work hours $29.38 $37.64 $45.89

2,001-3,000 work hours $30.28 $38.99 $47.69

3,001-4,000 work hours $32.06 $41.66 $51.25

Underground Laborer Open Cut, Class VI Grouting man, top man assistant, audio visual LAUC-Z4-6 10/30/2014 $30.17 $38.82 $47.47 X X X X X X X D Y television operations and all other operations in connection with closed circuit television inspection, pipe cleaning and pipe relining work & the installation and repair of water service pipe and appurtenances.

Apprentice Rates:

0-1,000 work hours $26.41 $33.19 $39.95

1,001-2,000 work hours $27.16 $34.31 $41.45

2,001-3,000 work hours $27.91 $35.43 $42.95

3,001-4,000 work hours $29.42 $37.70 $45.97



Underground Laborer Open Cut, Class VII Restoration laborer, seeding, sodding, planting, LAUC-Z4-7 10/30/2014 $28.51 $36.33 $44.15 X X X X X X X D Y cutting, mulching and topsoil grading and the restoration of property such as replacing mail boxes, wood chips, planter boxes, flagstones etc.

Apprentice Rates:

0-1,000 work hours $25.16 $31.31 $37.45

1,001-2,000 work hours $25.83 $32.31 $38.79

2,001-3,000 work hours $26.50 $33.32 $40.13

3,001-4,000 work hours $27.84 $35.33 $42.81


ID Task Name Duration Start Finish1 MCC Lower Level Food Service Improvement 212.44 days Mon 1/12/15 Fri 12/11/15

2 Construciton Documents 24 days Wed 4/1/15 Thu 5/7/15

3 Plan Review 20 days Fri 5/8/15 Tue 6/9/15

4 Contractor Bidding for Bldg. Improvements 14 days Fri 5/8/15 Fri 5/29/15

5 Food Service Equipment Shop Drawing & Procurement 28 days Tue 5/12/15 Wed 6/24/15

6 Construction 34 days Tue 6/9/15 Fri 7/31/15

7 Open for Use 0 days Fri 8/7/15 Fri 8/7/15

8

9 MCC Academic Calendar 212.44 days Mon 1/12/15 Fri 12/11/15

10

11 2015 Winter Semester Begin 0 days Mon 1/12/15 Mon 1/12/15

12 2015 Winter Semester End 0 days Tue 5/5/15 Tue 5/5/15

13 2015 Summer Session 0 days Mon 5/18/15 Mon 5/18/15

14 2015 Summer Session 0 days Fri 8/7/15 Fri 8/7/15

15

16 2015 Fall Semester Begin 0 days Mon 8/24/15 Mon 8/24/15

17 2015 Fall Semester End 0 days Fri 12/11/15 Fri 12/11/15

0%

0%

0%

0%

0%

0%

8/7

0%

1/12

5/5

5/18

8/7

8/24

12/11

Dec '14 Jan '15 Feb '15 Mar '15 Apr '15 May '15 Jun '15 Jul '15 Aug '15 Sep '15 Oct '15 Nov '15 Dec '15 Jan '16

Critical

Critical Split

Critical Progress

Task

Split

Task Progress

Baseline

Baseline Split

Baseline Milestone

Milestone

Summary Progress

Summary

Rolled Up Critical

Rolled Up Critical Split

Rolled Up Critical Progress

Rolled Up Task

Rolled Up Split

Rolled Up Task Progress

Rolled Up Baseline

Rolled Up Baseline Milestone

Rolled Up Milestone

External Tasks

Project Summary

External Milestone

Inactive Task

Inactive Milestone

Inactive Summary

Manual Task

Duration-only

Manual Summary Rollup

Manual Summary

Start-only

Finish-only

Deadline

MCC - Lower Level Food Service Improvements Updated 050515

BMA Architects P.C. 1496.15

GENERAL REQUIREMENTS / INSTRUCTIONS TO BIDDERS 010000 - 1

SECTION 010000 - GENERAL REQUIREMENTS / INSTRUCTIONS TO BIDDERS

NOTICE TO BIDDERS

Sealed proposals for General Contractor will be received by Muskegon Community College

at their office located at 221 S. Quarterline Rd, 494424 on May 22nd, until 2:00 pm local

time. Bids received after this time shall be returned unopened. The bid opening will directly follow the close of bidding and will be held at Muskegon Commu-nity College, Stevens Center Auditorium. Bids Shall be executed on forms provided. Each proposal must be accompanied by a satisfactory certified check, money order or bid bond payable to Muskegon Community College for not less than five (5%) percent of the amount of the bid amount and delivered in a sealed envelope bear-ing the bidder’s name, address and project identification. The work includes:

Improvements to relocate existing food service to the lower level of the campus. General

Contractor shall work with Owners Mechanical, Electrical and Plumbing contractors for

final hook up and applicable improvements required. Refer to drawing documents for con-

tact information.

The bidding and contract documents are on file and may be requested in electronic format via email to the architect’s office at [email protected].

Documents are also available at: Builders Exchange 4461 Cascade Road SE Grand Rapids, Michigan 49456 616 949-8650 Site visit is scheduled for Thursday May 14

th at 2:00 pm.

The successful bidder will be required to furnish a Performance Labor and Material Payment Bond in the amount of one hundred (100%) percent of the contract amount prior to execution of the contract. All bids shall be accompanied by a sworn statement disclosing any familial relationship that ex-ists between the Owner(s) and any employee of the bidder and any member of the board. The



board of directors shall not accept a bid that does not include a sworn and notarized familial rela-tionship disclosure statement. The owner reserves the right to accept or reject any or all bids and/or qualifications, to waive any irregularities, informalities or defects in the documentation, to accept any bid in whole or in part, which it shall deem to be in the best interest of the owner, and to negotiate with the successful bidder.

INSTRUCTIONS TO BIDDERS

1- SCOPE OF PROPOSALS - Proposals will be received on the following work: PROPOSAL A - General Construction including all trades as shown on plans. 2- ACCESS TO PLANS - Plans and specifications are on file for reference at the Architect's office and at locations as stated in the Notice to Bidders. These files can be obtained via electronic file from the architects, owner, and/ or builders exchange by request.

3- EXAMINATION OF SITE AND CONTRACT DOCUMENTS - The bidder shall care-fully examine the site of the project and surrounding territory, the means of approach to the site, and the structure of the ground, and make all necessary investigation required to inform himself thoroughly and fully as to facilities for delivering, storing, placing, and handling of materials and equipment and to inform himself fully as to all difficulties that may be en-countered in the complete execution of all work, in accordance with the contract documents. Each bidder shall examine all drawings, specifications and all other data or instructions per-taining to the work. No plea of ignorance of conditions that exist, or of difficulties of condi-tions that may be encountered, or of any relevant matter concerning the work to be per-formed in the execution of the work, will be accepted as an excuse for any failure or omis-sion on the part of the contractor to fulfill every detail of the requirements of the contract documents governing the work. The Bidder, if awarded the contract, will not be allowed any extra compensation by reason of any matter of thing concerning which bidder might ful-ly have informed himself prior to the bidding. 4- EXPLANATIONS AND ADDENDA - If any person contemplating submitting a bid is in doubt as to the true meaning of any part of the plans, specifications, or other proposed con-tract documents, he shall submit to the Architect a written request for an interpretation thereof. The person submitting the request shall be responsible for its prompt delivery, and such request should be delivered to the Architect at least four days before the opening of bids. Any interpretation of the proposed documents will be made only by an addendum du-ly issued. A copy of each addendum will be mailed or delivered to each person receiving a set of such contract documents and to such other prospective bidders as have requested that they be furnished with a copy of each addendum. The provisions of any addendum issued during the bidding period shall be included in the bid, and in closing a contract, will become a part thereof.



Any verbal information obtained from or statements made by representatives of the Owner or Architect at the time of examination of the contract documents or site shall not be con-strued as in any way amending the contract documents. Only such corrections or addenda as are issued in writing to all bidders shall become a part of the contract. Neither the Owner nor the Architect will be responsible for verbal instructions. 5- PREPARATION OF PROPOSALS - Proposals shall be prepared only on the form pro-vided by the Architect, and all spaces left for the purpose shall be fully filled in, including alternates. All designations and prices shall be full and clearly set forth figures. In case of variations, the worded amount shall prevail. Erasures or other changes in the bid shall bear the signature of the bidder.

The bids shall be on the basis of a guaranteed sum or sums. Bidders should not add any conditions or qualifying statements, the proposal shall not contain any added recapitulation of the work to be done, nor will oral, telegraphic, or telephonic modifications of the work be considered, as otherwise the proposal may be declared irregular. Telegraphic modifications of the bid amounts will be permitted provided the hour of filing of the telegram is prior to the hour that proposals must be deposited. (See Advertisement for Bids.) 6- WITHDRAWAL OF PROPOSALS - Any bidder may withdraw his bid at any time prior to the hour and date specified for opening. No bidder may withdraw his proposal for sixty days thereafter. 7- DEPOSIT AND OPENING OF BIDS - Proposals shall be submitted in opaque envelopes addressed to the Owner and clearly marked "PROPOSAL". There shall also appear the name of the project, and the name and address of the bidder. Proposals shall be delivered on or before the time stated in the Advertisement or notice for Bids, and at the location stated. 8- RIGHTS RESERVED BY OWNER - The Board of the Charter Township of Grand Ha-ven reserves the right to accept or reject any or all bids and/or qualifications, to waive any irregularities, informalities or defects in the documentation, to accept any bid in whole or in part, which it shall deem to be in the best interest of the Township, and to negotiate with the successful bidder. 9- QUALIFICATIONS OF BIDDERS - Upon request of the Architect, bidders shall promptly file with him statements setting forth previous experience, references, physical plant and equipment possessed, description of organization, financial resources, and such other evidence as may testify to ability to properly carry out the contract. 10- INSURANCE - Successful bidders will be required to furnish insurance in accordance with the provisions of the General Conditions and Modifications to General Conditions. Executed copies of insurance certificates in triplicate will be required.



Contractor shall remove these sheets and submit bid on this form.

LOWER LEVEL FOOD SERVICE IMPROVEMENTS

FORM OF PROPOSAL FOR GENERAL CONSTRUCTION

BMA ARCHITECTS, PC

5906 Commerce Centre Drive Suite A Muskegon, Michigan 49444

Date__________________________________

BIDDING CONTRACTOR:____________________________________________________

Having carefully examined the specifications entitled Specifications for and drawings similarly entitled, which cover the General Construction and Mechanical and Electrical trades as well as the promises and the conditions affecting the work, including addendums issued the undersigned proposes to furnish all labor and materials called for by and in accordance with such documents for the sum of __________________________________________________________________________________________________Dollars(_________________________________) Performance Bond Costs: $__________________________________________ GENERAL ALTERNATES

_____________________________________________________________________ _____________________________________________________________________ _____________________________________________________________________ _____________________________________________________________________ _____________________________________________________________________



_____________________________________________________________________

VARIATIONS FROM MATERIALS SPECIFIED

The undersigned proposes the use of the materials of the manufacturers below designated for those listed in the specifications, and agrees to increase or decrease the Base Bid by the amount designated, if any or all substitutions are approved. PRODUCT MANUFACTURER ADD DEDUCT ____________________ _________ ___________________ ____________________ ____________________ _________ ___________________ ____________________ ____________________ _________ ___________________ ____________________ ____________________ _________ ___________________ ____________________ ____________________ _________ ___________________ ____________________ ____________________ _________ ___________________ ____________________

(Insert additional sheets if more space is required.) It is further agreed that if variations from materials specified are not requested herein or, if re-quested and not approved, then the materials specified shall be furnished. Accepted variations will be incorporated in the contract and no other materials will be allowed except upon written authorization of the Architect. ACCEPTANCE

If the bidder is notified of the acceptance of this proposal within sixty days after the date of the opening of bids, the undersigned agrees to execute a contract for the above work for the above stated compensation within ten days after date of notification. TIME FOR COMPLETION

The undersigned further agrees to complete all services and the installation of all work, materials and equipment provided for under this proposal within a period of ___________________ cal-endar days subsequent to the date of the contract.



SUBCONTRACTORS

The prime subcontractors I will employ for this project are as follows: Plumbing Subcontractor: __Owner Provided Contractor________________________ Mechanical Subcontractor:____ Owner Provided Contractor ____________________ Electrical Subcontractor:______ Owner Provided Contractor ______________________ Acknowledgment is hereby made of receipt of the following addenda issued during the bidding period: Addenda No. ___________________ Dated ________________________ Addenda No. ___________________ Dated ________________________ Upon request within ten days after the opening of bids, the undersigned agrees to submit to the Architect a list of other subcontractors and vendors who would be employed on this project by him if he were to be awarded the General Contract. BIDDERS STATUS

(Check One) ______________Individual _________________Partnership________________Corp.

SIGNED:

_____________________________________ Contractor

BY___________________________________

POSITION_____________________________

ADDRESS_____________________________

_____________________________________

*If Partnership, state full names of Partners here: _____________________________________________________________________

_____________________________________________________________________



FAMILIAL DISCLOSURE STATEMENT (Must be completed for bid to be considered)

This bid must be accompanied by a sworn and notarized statement disclosing any familial rela-tionship between the Owner or any employee of the Bidder and any member of the Muskegon

Community College Board of Trustees.

____ No, there is not a familial relationship between the Owner or any employee of the Bidder and any member of the Spring Lake Township Board of Trustees.

____ Yes, there is a familial relationship between the Owner or any employee of the Bidder

and a member of the Spring Lake Township Board of Trustees. The person(s) and re-lationship are as follows:

Bidder Board of Trustees

___________________________________ _______________________________________ ___________________________________ _______________________________________ ___________________________________ _______________________________________ ___________________________________ _______________________________________ ___________________________________ _______________________________________

(Insert additional sheets if more space is required.) Subscribed and sworn this ______ day of __________________________ , 2012. In the County of _____________________ State of _________________________________ By ______________________________________ Notary Public Signature My Commission expires on: ________________________________ Seal or stamp:



GENERAL REQUIREMENTS

1.1 - GENERAL CONDITIONS AND MODIFICATIONS TO THE GENERAL CONDITIONS

1.1.1 - STANDARD A.I.A. FORMS - The General Conditions of the contract for Con-struction, Standard Form A-201, 2007 edition of the American Institute of Architects, are hereby made a part of the specifications to the same extent as if bound herein. The General Conditions and Supplementary Conditions will become part of the contract and will apply to all contractors and subcontractors. Copies of the General Conditions may be examined at the Architect’s office or may be secured from the American Institute of Architects, 1735 New York Avenue, Washington, D.C. 20006.

1.1.2 - MODIFICATIONS OF STANDARD FORM - Modifications of Standard Form, the General Conditions of the Contract for Construction, shall be as follows:

A. SHOP DRAWINGS, PRODUCT DATA AND SAMPLES – In amplification of ART. 3.12: "The Contractor shall check and approve and submit with such promptness as to cause no delay in his own work or that of any other contractor, 4 copies of all shop drawings or setting drawings and schedules required for the work of the various trades, and the Archi-tect shall pass upon them with reasonable promptness, making desired corrections, in-cluding all necessary corrections relating to the artistic effect. The Contractor shall make any corrections required by the Architect and file with him four corrected copies for ap-proval. The Architect's review of such drawings or schedules shall not relieve the con-tractor from responsibility for deviations from drawings or specifications unless he has in writing called the Architect's attention to such deviations at the time of submission, nor shall it relieve him from responsibility for errors of any sort in Shop Drawings or Sched-ules. Review of shop drawings shall be regarded as review of design only and the Archi-tect does not thereby assume responsibility for errors or omissions or work which does not conform to the true intent of the plans and specifications. Samples shall be provided when requested or called for in the Specifications".

B. PERMITS, FEES AND NOTICES - In amplification of ART. 3.7: "The Contractor shall secure and pay for all fees and licenses necessary for the proper ex-ecution of the completion of the work". This includes any demolition and/or any erosion control permits.

The Building Permit will be furnished and paid for by the General Contractor.

C. GENERAL CONTRACTOR INSURANCE REQUIREMENTS

1. Contractor's Liability Insurance: Contractor shall maintain in force such insur-ance with the coverages and limits set forth in the MCC RFP Front End.



Each construction or work contract should provide a Hold-Harmless Clause simi-lar to the following: "The Contractor agrees to indemnify and save harmless the Owner, Architect and Engineer, their agents or employees, from and against all loss or exposure (in-cluding costs and attorney's fees) by reason of liability imposed by law upon the Owner, Architect or Engineer for damages because of bodily injury (including death at any time resulting therefrom, sustained by any person or Persons) or on account of damage to property other than that of the Company's property being worked upon by this contract, including loss of use thereof, arising out of or in consequence of the performance of this work, whether such injuries to persons or damage to such property is due to or claimed to be due to the negligence of the Contractor, his employees, his Subcontractors, the Owner, Architect or Engineer, their agents and employees, except only such injury or damage as shall be occa-sioned by the sole negligence of the Owner, Architect or Engineer”. If the Hold Harmless clause is not incorporated as part of the contract, the con-tractor should be required to have the Township, including its officers and em-ployees shall be named as an "additional named insured" on the successful re-spondent’s policy.

A certificate of insurance pursuant to the foregoing should be filed with the Owner the Architect; in no case shall construction commence until certificates of insurance are provided.

The certificates shall provide for thirty (30) days written notice to the Owner of any material change in or cancellation of insurance.

2. Fire and Extended Coverage: The Owner will carry Fire and Extended Cover-age Insurance under a form of Builders Risk Coverage on the building and its in-stallations and materials for the building. The policy shall include vandalism and malicious mischief.

1.2 - SPECIAL CONDITIONS

1.2.1 - NOTICE - The conditions of this division are supplemental to and in amplifi-cation of the General Conditions and modifications to the General Conditions.

1.2.2 - EXAMINATION OF THE SITE, MEASUREMENTS AND LEVELS

A. Bidders shall visit the site of the work, compare the drawings and specifications with any work in the place, and inform themselves of all conditions, including other work, if any, being performed. Failure to visit the site will in no way relieve the suc-cessful bidder from the necessity of furnishing any materials or performing any work



that may be required to complete the work in accordance with the contract documents without additional cost to the Owner. B. Each Contractor shall be responsible for the correct installation of his work to comply with the plans and specifications. Sidewalks, drives, etc., which are dam-aged or broken by the work shall be replaced by the contractor who is responsible. C. The General Contractor shall indicate finished floor levels where required or di-rected by the Architect, by means of distinctive markings on walls, columns or other permanent parts of the structure.

1.2.3 - LAYING OUT OF WORK - The General Contractor shall immediately locate all general reference points and take such action as is necessary to prevent their destruction; lay out his work and be responsible for all lines, elevations and measurements of build-ing, grading, paving, utilities and other work executed by him under the contract. He must exercise proper precaution to verify figures shown on drawings before laying out work and will be held responsible for any error resulting from his failure to exercise such precautions. He shall maintain at the work at all times a surveyor's level in good repair. 1.2.4 - PROTECTION OF PUBLIC - Contractor shall assume responsibility for main-taining suitable posted barricades and fences as may be required to protect the public at all times from the hazards of the building operations. 1.2.5 - CHARGE OF BUILDING - The General Contractor shall assume responsibility for the general charge of the building until it is accepted by the Owner. The General Contractor will not be required to maintain a watchman unless he so desires, but it shall be clearly understood that whether or not he employs a watchman, he is responsible to the Owner for the building and for any damage not covered by his insurance. The re-sponsibilities as to insurance are noted in Division 1. Contractors leaving tools on site do so at their own risk.

1.2.6 - COOPERATION BETWEEN CONTRACTORS - There must be complete co-operation between all contractors and subcontractors to insure satisfactory performance of all work. The General Contractor shall be in charge of the project and will set the pace of construction. 1.2.7 - SKILLED LABOR

A. All labor on this project shall be done by skilled mechanics, qualified and compe-tent to perform the best grade of workmanship. The workmanship shall be of the highest quality in every respect, as usually recog-nized in the building industry. All surfaces, members, frames and units shall be true, even and in alignment. Connections shall be true, tight and neat. If inferior work-manship is employed, the work shall be done over to conform to the highest quality standards of the trades concerned.



B. Each contractor and subcontractor shall provide a competent foreman at the job who shall be responsible for taking instructions from the Architect and directing the installation of the contractor's work. Such foreman and/or superintendent shall be ap-proved by the Architect and shall be replaced only with his permission.

1.2.8 - LOCAL LABOR AND MATERIALS - Each contractor shall give preference to the employment of local labor and purchase of materials locally where same are available at prices equivalent to those obtainable elsewhere. 1.2.9 - MANUFACTURER'S SPECIFICATIONS - All materials, items, equipment, etc., shall be installed in accordance with the manufacturers' specifications, applicable when not otherwise specified. 1.2.10 - DISCREPANCIES - Should the contract documents disagree, the better quality or larger quantity of materials or work shall be included in the bid and, unless otherwise ordered in writing, shall be furnished by the Contractor. 1.2.11 - STANDARD CODES - Reference made to standard specifications or codes re-fer to the latest editions unless otherwise specified. All equipment, material and work-manship shall comply with requirements of applicable was, codes, regulations and ordi-nances, and meet approval of inspection authorities having jurisdiction. 1.2.12 - ARCHITECTS AND REPRESENTATIVES - Where the word "Architect" is used in this specification, it shall be interpreted to mean BMA Architects, P.C or his au-thorized representative. The Architect's representative is also the Owner's representative in all matters where the Owner is referred to in these specifications. 1.2.13 - CONTRACTORS' MEETINGS - The Architect or his representative may elect to designate a specific hour and day occurring in each week to conduct meetings on the job. The Contractor and Subcontractor are required to be present or represented at these meetings when duly notified, and decisions rendered and instructions given at such meetings shall be binding on the Contractor and subcontractors, the Contractor being re-sponsible for informing his subcontractors of decisions made or instructions given. The Architect or his representative shall preside at these meeting to occur not more often than one each week, for the purpose of discussing and deciding on the progress of the work. 1.2.14 - ORDERS FOR MATERIALS - In order to insure the Owner against delay on the part of the Contractor caused by shortage of materials, the Architect or his repre-sentative shall have authority to require the Contractor and all subcontractors to give the description of and the date of ordering materials, and such other proof of effort to in-sure reasonable delivery as the Architect may require.



1.2.15 - REPLACEMENT OF DAMAGED MATERIALS - Any existing sidewalks, drives, grading or parts of existing structures damaged during the course of construction shall be replaced or repaired by the Contractor doing or causing the damage. 1.2.16 - VARIATIONS FROM MATERIALS SPECIFIED - Wherever materials are specified using names of specific manufacturers, the purpose is to establish a standard of quality and design and not to limit competition. Contractors desiring to use materials of manufacturers other than those specified are permitted to do so and shall indicate such materials, manufacturers and change of prices, if any, in the space provided under the heading "Variations from Materials Specified" in the Bid Sheets. Proposals of contrac-tors shall be figured only on materials specified. Variations, if accepted, will be incor-porated in the contract and the contract price adjusted accordingly, and no other materi-als will be allowed except upon written authorization of the Architect. 1.2.17 - DRAWINGS AND SPECIFICATIONS - Drawings and specifications are com-plementary and what is called for on one shall be as binding as if called for by both. Should the drawings, specifications and/or other instructions be contradictory in any par-ticular, or should there be apparent errors in either, or should there be any doubt as to the meaning of either, the Contractor shall refer the matter to the Architect, whose decision there on shall be conclusive.

Figures shall have precedence over scaled measurements and details over general draw-ings.

1.2.18 - DEFECTIVE WORK AND GUARANTEE

A. The Contractor shall maintain his work in good condition, and repair at his own expense any work or material which proves to be defective within one year from the time of final payment. This shall not be construed to cover misuse or abuse. B. Neither the final certificate nor payment shall relieve the Contractor of responsi-bility for negligence, faulty materials or faulty workmanship with in the period pro-vided by law and this contract. C. The Contractor shall bear the cost of correcting mistakes which, by reasonable check, he could have avoided. D. The Contractor shall promptly remove from the premises all materials, whether worked or unworked, and take down and remove all portions of the contract work demanded by the Architect or his representative as failing to conform to the contract.

E. The Contractor shall promptly replace and re-execute work in accordance with the contract and shall bear the expense of same together with the expense involved in making good all work of other contractors destroyed or damaged by each removal or replacement. If the Architect deems it expedient to accept work injured or not done



in accordance with the contract, the difference in value, making a fair allowance for damage, shall be deducted from the contract sum if acceptable to the Owner. F. All equipment and materials installed shall be new and conform with first class standards of manufacturer. Defective, damaged or substandard materials will not be acceptable and, if built in, shall be removed and replaced with sound materials or oth-erwise corrected at the Contractor's expense. G. All work items shall be completed in proper sequence and in such order that no item of construction or installation will be injured by the delayed or premature appli-cation of another.

1.2.19 - SAFETY DURING CONSTRUCTION - The contractors shall observe safe work habits during construction; provide barricades and lighting where necessary; keep the building free from excess trash, tools and materials which might cause accidents; and shall take all precautions as required by law and the Michigan State Safety Inspector covering the area of the project.

1.2.20 - PROVISION FOR PIPES - It is the intention to have all pipes throughout the building concealed as far as possible but accessible for repairs and adjustments. 1.2.21 - EXPANSION AND TOGGLE BOLTS - Where necessary to make attachment of any materials, fixture or equipment which may be bolted to masonry or concrete walls, floors or ceilings, all contractors shall, wherever possible, properly embed bolts in masonry or concrete for such attachment. Where not practicable, all contractors shall use suitable Ackerman-Johnson or equal expansion devices, except suitable toggle bolts shall be used where hollow tile prevent other fastening. No wood plugs shall be used under any consideration and no plastic or fiber expansion shields shall be used for any connections to masonry walls.

1.2.22 - PROGRESS SCHEDULE

A. The General Contractor shall make out a progress schedule in quadruplicate to show the dates for the completion of various parts of the work, such as footings, foundation walls, structural frames, joists, exterior walls, roof decks, roofing and sheet metal, floor slabs, windows, glazing, interior partitions, finish carpentry, paint-ing, finish floors, grading, etc. B. This progress schedule shall be subject to approval by the Architect. It shall then be incumbent on all contractors to order materials and make installation to conform to the schedule. All agreements with subcontractors shall include deliveries and instal-lation of materials to meet this schedule. The Architect shall be privileged to check all orders of materials with the schedule and insist on it being carried out by all par-ties having orders for materials or installations to make.



C. Contractors for the Mechanical and Electrical trades shall coordinate their work with the above schedule.

1.2.23 - PROGRESS PAYMENTS - Must be fully executed on AIA Documents G-702 and G-703.

A. Contractor shall file applications for monthly payment installments in triplicate with the Architect in accordance with the requirements of the General Conditions. Each application shall show the amount paid through previous applications, the amount retained, and the balance to be paid on the contract. B. Prior to any application for payment, the Contractor shall file with the Architect for his approval a schedule of values for the various parts of the work aggregating the contract sum. The schedule shall be in such form and in sufficient detail (with Me-chanical and Electrical breakdowns) to facilitate issuance of Certificates of Payment. This schedule shall become the basis for payments and shall accompany all applica-tions. C. Each application for payment subsequent to the first shall be accompanied by a sworn affidavit attesting that all bills for labor covered by previous applications have been paid by the contractor and all bills for material and work of subcontractors cov-ered by the previous application have been paid, less the same percent of retainage as that borne by the Contractor for that period, any exceptions being clearly stated. D. Owner shall make payments on account upon issuance of Certificates of Payment by Architect for labor and materials incorporated in the work, and for material suita-bly stored at the site up to ninety (90) percent of the value thereof.

1.2.24 - FINAL PAYMENT - Upon substantial completion of the work, Contractor shall be paid a sum sufficient to increase total payment to 98% of the contract price, and 60 days thereafter the balance, provided the work be fully completed and the contract fully performed.

The General Contractor shall furnish to the Architect two copies of a notarized Waiver of Lien for himself, the Electrical and Mechanical Contractors and two copies of a nota-rized statement from the General Contractor that all bills for labor and materials for the project have been paid.

1.2.25 - SUBCONTRACTORS AND SUPPLIERS - The low bidder shall furnish a list of subcontractors and suppliers who he will use on the project and, if requested, shall furnish the names of projects he has completed within the last five years. 1.2.26 - TIME OF COMPLETION - Work on the project shall start within 10 days after contract award. Contractors are to state in their proposals the number of calendar days required for completion of the project, which statement may be taken into considera-tion in awarding the contract.



1.2.27 - CHANGES IN CONTRACT PRICE - If a requested sub-bid to a prime contrac-tor changes the contract price during construction and causes an increase in the contract price, the prime contractor may add no more than ten percent (10%) to the price of the sub-bid. If the sub-bid change would cause a decrease in the contract price, the prime contractor will not be required to make any deduction greater than the sub-bid price. If any prime contractor will not abide by this special condition, he shall so state in his pro-posal. 1.2.28 - CLEANING - Contractor shall remove all rubbish, clean all new glass, replace any broken glass, remove stains, spots, marks, smears from all surfaces and clean fix-tures, leaving building and premises clean. 1.2.29 - Each Contractor shall provide facilities as required for proper storage of materi-als subject to weather damage. 1.2.30 - SEQUENCE OF WORK - Work items shall be completed in proper sequence and in such order that no item of construction or installation will be injured by the de-layed or premature application of another. The owner intends to remain in business throughout the construction project and phasing of construction to optimize; this must be considered in your bid. Work shall be planned so that the existing building is maintained secure and protect-ed from the weather at all times. Dust barriers are to be constructed with all joints taped prior to cutting or patching in the existing building.

1.2.31 - HEATING DURING CONSTRUCTION

A. COLD WEATHER PROTECTION - All heating required by contractors dur-ing construction prior to the building's enclosure is classified as "Cold Weather Protection" and shall be furnished by each contractor requiring same.

END OF SECTION 01000

BMA Architects P.C. 1496-15

ALLOWANCES 01210 - 1

SECTION 012100 - ALLOWANCES

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes administrative and procedural requirements governing the following:

1. Lump-sum allowances.

1.2 SELECTION AND PURCHASE

A. At the earliest practical date after award of the Contract, advise Architect of the date when final

selection and purchase of each product or system described by an allowance must be completed

to avoid delaying the Work.

1.3 SUBMITTALS

A. Submit invoices or delivery slips to show actual quantities of materials delivered to the site for

use in fulfillment of each allowance.

B. Coordinate and process submittals for allowance items in same manner as for other portions of

the Work.

1.4 COORDINATION

A. Coordinate allowance items with other portions of the Work. Furnish templates as required to

coordinate installation.

1.5 ALLOWANCES

A. Allowance shall include cost to Contractor of specific products and materials ordered by Owner

under allowance and shall include taxes, freight, and delivery to Project site.

B. Contractor's costs for receiving and handling at Project site, labor, installation, overhead and

profit, and similar costs related to products and materials ordered by Owner under allowance

shall be included as part of the Contract Sum and not part of the allowance.

1.6 UNUSED MATERIALS

A. Return unused materials purchased under an allowance to manufacturer or supplier for credit to

Owner, after installation has been completed and accepted.


ALLOWANCES 01210 - 2

1. If requested by Architect, prepare unused material for storage by Owner when it is not

economically practical to return the material for credit. If directed by Architect, deliver

unused material to Owner's storage space. Otherwise, disposal of unused material is

Contractor's responsibility.

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION

3.1 EXAMINATION

A. Examine products covered by an allowance promptly on delivery for damage or defects. Return

damaged or defective products to manufacturer for replacement.

3.2 PREPARATION

A. Coordinate materials and their installation for each allowance with related materials and

installations to ensure that each allowance item is completely integrated and interfaced with

related work.

3.3 SCHEDULE OF ALLOWANCES

A. Contractor shall provide an allowance of $10,000 to cover existing unknown conditions.



ARCHITECT’S SUBMITTAL PROCEDURES 013300- 1

SECTION 013300 - ARCHITECT’S SUBMITTAL PROCEDURES

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes administrative and procedural requirements for submitting RFI’s, Shop

Drawings, Product Data, Samples, and other submittals.

1.2 DEFINITIONS

A. Action Submittals: Written and graphic information that requires Architect's responsive

action.

B. Informational Submittals: Written information that does not require Architect's responsive

action. Submittals may be rejected for not complying with requirements.

1.3 SUBMITTAL PROCEDURES

A. General: Electronic copies of CAD Drawings of the Contract Documents will be provided

for a cost by Architect for Contractor’s use in preparing submittals.

B. All submittals must be in electronic form. Paper copies are not acceptable unless

specifically listed. The architect will review, stamp and return an electronic document for

the contractors use. Copies of the reviewed shop drawings shall be provided by the

contractor for distribution as required by the Construction Manager.

C. Compliance Certificate: Refer to the attached Compliance Certificate. Compliance

Certificates are to be used by contractors to indicate the products/devices intended for use in

this project without the need and time for product data submittals. Contractors shall use

Compliance Certificates whenever possible to expedite the work and limit paper work. Items

listed on the form must be approved products listed in the specifications. No substitutions

allowed. Select one (1) source for each category, sign this sheet, and submit as the

contractor’s commitment to use products required by the contract documents. No further

product data submittals are required for this section. Physical sample, color samples, or

layout shop drawings must be submitted where required by the specification.

D. Coordination: Coordinate preparation and processing of submittals with performance of

construction activities.

1. Coordinate each submittal with fabrication, purchasing, testing, delivery, other

submittals, and related activities that require sequential activity.

2. Coordinate transmittal of different types of submittals for related parts of the Work

so processing will not be delayed because of need to review submittals concurrently

for coordination.



a. Architect reserves the right to withhold action on a submittal requiring

coordination with other submittals until related submittals are received.

E. Submittals Schedule: Comply with requirements in Division 1 Section "Construction

Progress Documentation" for list of submittals and time requirements for scheduled

performance of related construction activities.

F. Processing Time: Allow enough time for submittal review, including time for resubmittals,

as follows. Time for review shall commence on Architect's receipt of submittal. No

extension of the Contract Time will be authorized because of failure to transmit submittals

enough in advance of the Work to permit processing, including resubmittals.

1. RFI’s, request for information: Allow 5 working days for initial response for each

RFI. Allow additional time if coordination with subsequent RFI is required, or when

additional information is need for the response.

2. Shop drawings, sample and product data:

a. Initial Review: Allow 15 days for initial review of each submittal. Allow

additional time if coordination with subsequent submittals is required. Architect

will advise Contractor when a submittal being processed must be delayed for

coordination.

b. Intermediate Review: If intermediate submittal is necessary, process it in same

manner as initial submittal.

c. Resubmittal Review: Allow 15 days for review of each resubmittal.

d. Sequential Review: where sequential review of submittals by Architect’s

consultants, Owner, or other parties is indicated, allow 21 days for initial review of

each submittal.

e. Submissions that are large or of multiple submissions or requires detailed or

lengthy review by the Architect or his consultant may require additional time.

f. Submissions for products or material that require a long lead time for delivery shall

be noted as such and marked “Top Priority” so the architect may expedite the

process. The architect will expedite reviews when the contractor legitimately can’t

submit within a reasonable time due to construction schedule. Failure to submit in

a timely manner or to allow sufficient time for initial review and resubmital

reviews may result in project delays, additional service charges by the architect, or

other penalties for the contractor.

G. Identification: Place a permanent label or title block on each submittal for identification.

1. Indicate name of firm or entity that prepared each submittal on label or title

2. Provide a space approximately 6 by 8 inches on label or beside title block to

3. Include the following information on label for processing and recording



a) Project name.

b) Date.

c) Name and address of Architect.

d) Name and address of Contractor.

e) Name and address of subcontractor.

f) Name and address of supplier.

g) Name of manufacturer.

h) Submittal number or other unique identifier, including revision

1. Submittal number shall use Specification Section number

another decimal point (e.g., 06100.01.A).

i) Number and title of appropriate Specification Section.

j) Drawing number and detail references, as appropriate.

k) Location(s) where product is to be installed, as appropriate.

l) Other necessary identification.

H. Deviations: Highlight, encircle, or otherwise specifically identify deviations from the

Contract Documents on submittals.

I. Additional Copies: Unless additional copies are required for final submittal, and unless

Architect observes noncompliance with provisions in the Contract Documents, initial

submittal may serve as final submittal.

J. Additional copies submitted for maintenance manuals will not be marked with action taken

and will be returned.

K. Transmittal: Package each submittal individually and appropriately for transmittal and

handling. Transmit each submittal using a transmittal form including electronic submittals.

Architect will discard submittals received from sources other than the Construction Manager.

Architect will return any submittal with a transmittal, which doesn’t fully list, and properly

identify the enclosed items.

L. Resubmittals: Make resubmittals in same form and number of copies as initial submittal.

4. Note date and content of previous submittal.

5. Note date and content of revision in label or title block and clearly indicate

6. Resubmit submittals until they are marked " Review or reviewed with



M. Distribution: Furnish copies of reviewed submittals to the Construction Manager,

manufacturers, subcontractors, suppliers, fabricators, installers, authorities having

jurisdiction, and others as necessary for performance of construction activities. Show

distribution on transmittal forms.

1.4 CONTRACTOR'S USE OF ARCHITECT'S CAD FILES

A. General: At Contractor's written request, copies of Architect's CAD files will be provided to

Contractor for Contractor's use in connection with Project, subject to the following

conditions:

1. The Architect will provide, for a fee, electronic data files, compatible with AutoCAD

for contractors convenience and use in the preparation of shop drawings. Requests for

electronic data and fee quote shall be in written form through the architect. Prior to

the release of electronic files, the Architect will require a signed waiver of release and

payment of the fee. Contractors should allow a minimum of 1-week for this process.

PART 2 - RFI’S – REQUEST FOR INFORMATION

1. All RFI’s shall be submitted to the Architect in electronic form. PDF’s and Word files

are acceptable.

2. PDF RFI forms shall include an editable text area for response, date, and signature.

3. RFI’s shall be distributed by e-mail. E-mail title shall be specific to job name, and RFI

number. This is mandatory for proper tracking.

4. Faxed and Hand written RFI’s are not acceptable and will be rejected.

PART 3 - PRODUCTS

3.1 ACTION SUBMITTALS

A. General: Prepare and submit Action Submittals required by individual Specification

Sections.

B. Product Data: Collect information into a single submittal for each element of construction

and type of product or equipment.

1. Use the Material Compliance form when permitted and whenever possible

2. If information must be specially prepared for submittal because standard

3. Mark each copy of each submittal to show which products and options are

4. Include the following information, as applicable:

a. Manufacturer's written recommendations.



b. Manufacturer's product specifications.

c. Manufacturer's installation instructions.

d. Manufacturer's catalog cuts.

e. Wiring diagrams showing factory-installed wiring.

f. Printed performance curves.

g. Operational range diagrams.

h. Compliance with specified referenced standards.

i. Testing by recognized testing agency.

5. Number of Copies: Submit one electronic copy of Product Data, unless otherwise

C. Shop Drawings: Prepare Project-specific information, drawn accurately to scale. Do not

base Shop Drawings on reproductions of the Contract Documents or standard printed

data, unless submittal of Architect's CAD Drawings is otherwise permitted.

1. Preparation: Fully illustrate requirements in the Contract Documents. Include

a. Dimensions.

b. Identification of products.

c. Fabrication and installation drawings.

d. Roughing-in and setting diagrams.

e. Wiring diagrams showing field-installed wiring, including power, signal,

and control wiring.Shopwork manufacturing instructions.

f. Shopwork manufacturing instructions

g. Templates and patterns.

h. Schedules.

i. Notation of coordination requirements.

j. Notation of dimensions established by field measurement.

k. Relationship to adjoining construction clearly indicated.

l. Seal and signature of professional engineer if specified.

m. Wiring Diagrams: Differentiate between manufacturer-installed and

field-installed wiring.

2. Sheet Size: Except for templates, patterns, and similar full-size drawings,

3. Number of Copies: Submit one opaque (bond) copy, and one electronic copy

D. Samples: Submit Samples for review of kind, color, pattern, and texture for a check of

these characteristics with other elements and for a comparison of these characteristics

between submittal and actual component as delivered and installed.

1. Identification: Attach label on unexposed side of Samples that includes the

following:

a. Generic description of Sample.



b. Product name and name of manufacturer.

c. Sample source.

d. Number and title of appropriate Specification Section.

2. Disposition: Maintain sets of approved Samples at Project site, available for

quality-control comparisons throughout the course of construction activity. Sample

sets may be used to determine final acceptance of construction associated with each

set.

3. Samples for Initial Selection: Submit manufacturer's color charts consisting of units

or sections of units showing the full range of colors, textures, and patterns available.

a. Number of Samples: Submit one full set of available choices where

color, pattern, texture, or similar characteristics are required to be selected

from manufacturer's product line. Architect will return submittal with

options selected.

4. Samples for Verification: Submit full-size units or Samples of size indicated,

prepared from same material to be used for the Work, cured and finished in manner

specified, and physically identical with material or product proposed for use, and

that show full range of color and texture variations expected. Samples include, but

are not limited to, the following: partial sections of manufactured or fabricated

components; small cuts or containers of materials; complete units of repetitively

used materials; swatches showing color, texture, and pattern; color range sets; and

components used for independent testing and inspection.

a. Number of Samples: Submit three sets of Samples. Architect will retain

one Sample set; remainder will be returned. Mark up and retain one

returned Sample set as a Project Record Sample.

3.2 DELEGATED DESIGN

A. Performance and Design Criteria: Where professional design services or certifications by a

design professional are specifically required of Contractor by the Contract Documents,

provide products and systems complying with specific performance and design criteria

indicated.

1. If criteria indicated are not sufficient to perform services or certification required,

submit a written request for additional information to Architect.

B. Delegated-Design Submittal: In addition to Shop Drawings, Product Data, and other

required submittals, submit four copies of a statement, signed and sealed by the responsible

design professional, for each product and system specifically assigned to Contractor to be

designed or certified by a design professional.

1. Indicate that products and systems comply with performance and design criteria in

the Contract Documents. Include list of codes, loads, and other factors used in

performing these services.



PART 4 - EXECUTION

4.1 CONTRACTOR'S REVIEW

A. Review each submittal and check for coordination with other Work of the Contract and for

compliance with the Contract Documents. Note corrections and field dimensions prior to

submission for review. It is the contractor’s responsibility to review and identify major

discrepancy with the contract dements, and significant missing information. Documents

with discrepancies and substantially missing information shall be returned for revisions prior

to submission to the Construction Manager.

B. Mark with approval stamp before submitting to the Construction Manager.

C. Approval Stamp: Stamp each submittal with a uniform, approval stamp. Include Project

name and location, submittal number, Specification Section title and number, name of

reviewer, date of Contractor's approval, and statement certifying that submittal has been

reviewed, checked, and approved for compliance with the Contract Documents.

4.2 ARCHITECT'S ACTION

A. General: Architect will not review submittals that do not bear Contractor's and Construction

Managers approval stamp, and have not been fully reviewed and will return them without

action.

B. Action Submittals: Architect will review each submittal, make marks to indicate corrections

or modifications required, and return it. Architect will stamp each submittal with an action

stamp and will mark stamp appropriately to indicate action taken, as follows:

1. Reviewed with no exceptions.

2. Reviewed with exceptions.

3. Revise and resubmit.

4. Rejected.

C. Partial submittals are not acceptable, will be considered non-responsive, and will be returned

without review.

D. Incomplete submittals with substantial missing information, will be considered non-

responsive, and will be returned without review.

E. Non-complaint submittals, will be considered non-responsive, and will be returned without

review.

F. Submittals not required by the Contract Documents will not be reviewed and will be

discarded.




Material Compliance Form

Name of Building:

Owner:

Bid Package #:

Material Compliance Submittal Section:

This document is to be used by this contractor to indicate the products/devices intended for use in this

project without the need for product data submittals. Items listed are approved products in the

specifications. No substitutions allowed. Select one (1) source for each category, sign this sheet, and

submit as the contractor’s commitment to use products required by the contract documents. No further

product data submittals are required for this section. However, physical sample, color samples, or layout shop drawings must be submitted where required by the specification.

As contractor for work specified under the section named above, I agree to use only the products/devices

listed below that were listed in the specification section.

Contractor:

Date:

Print Name:

Signature: ________________________

Reviewed By: Construction Manager, Inc. Reviewed By: BMA Architects P.C.

Date: Date:

Print Name: Print Name:

Signature: ________________________ Signature: __________________________

List the manufacturer’s name and model number(s) below for each item being submitted in this division.

Provide all relevant information not covered by the model number to show full compliance with each

requirement of the specification. This will include but is not limited to color, finish, size, thickness and

all other selectable option. Note: Use location for each listed item when several different products in this

division are used in specific locations.

Manufacturer’s Name: Model Number: Additional Information:


QUALITY REQUIREMENTS 014000 - 1

SECTION 014000 - QUALITY REQUIREMENTS

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes administrative and procedural requirements for quality assurance and

quality control.

B. Testing and inspecting services are required to verify compliance with requirements specified or

indicated. These services do not relieve Contractor of responsibility for compliance with the

Contract Document requirements.

1. Specified tests, inspections, and related actions do not limit Contractor's other quality-

assurance and -control procedures that facilitate compliance with the Contract Document

requirements.

2. Requirements for Contractor to provide quality-assurance and -control services required

by Architect, Owner, or authorities having jurisdiction are not limited by provisions of

this Section.

C. See Divisions 2 through 16 Sections for specific test and inspection requirements.

1.2 DEFINITIONS

A. Quality-Assurance Services: Activities, actions, and procedures performed before and during

execution of the Work to guard against defects and deficiencies and substantiate that proposed

construction will comply with requirements.

B. Quality-Control Services: Tests, inspections, procedures, and related actions during and after

execution of the Work to evaluate that actual products incorporated into the Work and

completed construction comply with requirements. Services do not include contract

enforcement activities performed by Architect.

C. Mockups: Full-size, physical assemblies that are constructed on-site. Mockups are used to

verify selections made under sample submittals, to demonstrate aesthetic effects and, where

indicated, qualities of materials and execution, and to review construction, coordination, testing,

or operation; they are not Samples. Approved mockups establish the standard by which the

Work will be judged.

D. Laboratory Mockups: Full-size, physical assemblies that are constructed at testing facility to

verify performance characteristics.

E. Preconstruction Testing: Tests and inspections that are performed specifically for the Project

before products and materials are incorporated into the Work to verify performance or

compliance with specified criteria.



F. Product Testing: Tests and inspections that are performed by an NRTL, an NVLAP, or a testing

agency qualified to conduct product testing and acceptable to authorities having jurisdiction, to

establish product performance and compliance with industry standards.

G. Source Quality-Control Testing: Tests and inspections that are performed at the source, i.e.,

plant, mill, factory, or shop.

H. Field Quality-Control Testing: Tests and inspections that are performed on-site for installation

of the Work and for completed Work.

I. Testing Agency: An entity engaged to perform specific tests, inspections, or both. Testing

laboratory shall mean the same as testing agency.

J. Installer/Applicator/Erector: Contractor or another entity engaged by Contractor as an

employee, Subcontractor, or Sub-subcontractor, to perform a particular construction operation,

including installation, erection, application, and similar operations.

1. Using a term such as "carpentry" does not imply that certain construction activities must

be performed by accredited or unionized individuals of a corresponding generic name,

such as "carpenter." It also does not imply that requirements specified apply exclusively

to tradespeople of the corresponding generic name.

K. Experienced: When used with an entity, "experienced" means having successfully completed a

minimum of [five] previous projects similar in size and scope to this Project; being familiar

with special requirements indicated; and having complied with requirements of authorities

having jurisdiction.

1.3 CONFLICTING REQUIREMENTS

A. General: If compliance with two or more standards is specified and the standards establish

different or conflicting requirements for minimum quantities or quality levels, comply with the

most stringent requirement. Refer uncertainties and requirements that are different, but

apparently equal, to Architect for a decision before proceeding.

B. Minimum Quantity or Quality Levels: The quantity or quality level shown or specified shall be

the minimum provided or performed. The actual installation may comply exactly with the

minimum quantity or quality specified, or it may exceed the minimum within reasonable limits.

To comply with these requirements, indicated numeric values are minimum or maximum, as

appropriate, for the context of requirements. Refer uncertainties to Architect for a decision

before proceeding.

1.4 SUBMITTALS

A. Qualification Data: For testing agencies specified in "Quality Assurance" Article to

demonstrate their capabilities and experience. Include proof of qualifications in the form of a

recent report on the inspection of the testing agency by a recognized authority.

B. Reports: Prepare and submit certified written reports that include the following:



1. Date of issue.

2. Project title and number.

3. Name, address, and telephone number of testing agency.

4. Dates and locations of samples and tests or inspections.

5. Names of individuals making tests and inspections.

6. Description of the Work and test and inspection method.

7. Identification of product and Specification Section.

8. Complete test or inspection data.

9. Test and inspection results and an interpretation of test results.

10. Record of temperature and weather conditions at time of sample taking and testing and

inspecting.

11. Comments or professional opinion on whether tested or inspected Work complies with

the Contract Document requirements.

12. Name and signature of laboratory inspector.

13. Recommendations on retesting and reinspecting.

C. Permits, Licenses, and Certificates: For Owner's records, submit copies of permits, licenses,

certifications, inspection reports, releases, jurisdictional settlements, notices, receipts for fee

payments, judgments, correspondence, records, and similar documents, established for

compliance with standards and regulations bearing on performance of the Work.

1.5 QUALITY ASSURANCE

A. General: Qualifications paragraphs in this Article establish the minimum qualification levels

required; individual Specification Sections specify additional requirements.

B. Installer Qualifications: A firm or individual experienced in installing, erecting, or assembling

work similar in material, design, and extent to that indicated for this Project, whose work has

resulted in construction with a record of successful in-service performance.

C. Manufacturer Qualifications: A firm experienced in manufacturing products or systems similar

to those indicated for this Project and with a record of successful in-service performance, as

well as sufficient production capacity to produce required units.

D. Fabricator Qualifications: A firm experienced in producing products similar to those indicated

for this Project and with a record of successful in-service performance, as well as sufficient

production capacity to produce required units.

E. Professional Engineer Qualifications: A professional engineer who is legally qualified to

practice in jurisdiction where Project is located and who is experienced in providing

engineering services of the kind indicated. Engineering services are defined as those performed

for installations of the system, assembly, or product that are similar to those indicated for this

Project in material, design, and extent.

F. Specialists: Certain sections of the Specifications require that specific construction activities

shall be performed by entities who are recognized experts in those operations. Specialists shall

satisfy qualification requirements indicated and shall be engaged for the activities indicated.

1. Requirement for specialists shall not supersede building codes and regulations governing

the Work.



G. Testing Agency Qualifications: An NRTL, an NVLAP, or an independent agency with the

experience and capability to conduct testing and inspecting indicated, as documented according

to ASTM E 548; and with additional qualifications specified in individual Sections; and where

required by authorities having jurisdiction, that is acceptable to authorities.

1. NRTL: A nationally recognized testing laboratory according to 29 CFR 1910.7.

2. NVLAP: A testing agency accredited according to NIST's National Voluntary

Laboratory Accreditation Program.

H. Factory-Authorized Service Representative Qualifications: An authorized representative of

manufacturer who is trained and approved by manufacturer to inspect installation of

manufacturer's products that are similar in material, design, and extent to those indicated for this

Project.

I. Mockups: Before installing portions of the Work requiring mockups, build mockups for each

form of construction and finish required to comply with the following requirements, using

materials indicated for the completed Work:

1. Build mockups in location and of size indicated or, if not indicated, as directed by

Architect.

2. Notify Architect [seven] days in advance of dates and times when mockups will be

constructed.

3. Demonstrate the proposed range of aesthetic effects and workmanship.

4. Obtain Architect's approval of mockups before starting work, fabrication, or construction.

5. Maintain mockups during construction in an undisturbed condition as a standard for

judging the completed Work.

6. Demolish and remove mockups when directed, unless otherwise indicated.

J. Laboratory Mockups: Comply with requirements of preconstruction testing and those specified

in individual Sections in Divisions 2 through 16.

1.6 QUALITY CONTROL

A. Owner Responsibilities: Where quality-control services are indicated as Owner's responsibility,

Owner will engage a qualified testing agency to perform these services.

1. Owner will furnish Contractor with names, addresses, and telephone numbers of testing

agencies engaged and a description of types of testing and inspecting they are engaged to

perform.

2. Costs for retesting and reinspecting construction that replaces or is necessitated by work

that failed to comply with the Contract Documents will be charged to Contractor, and the

Contract Sum will be adjusted by Change Order.

B. Tests and inspections not explicitly assigned to Owner are Contractor's responsibility. Unless

otherwise indicated, provide quality-control services specified and those required by authorities

having jurisdiction. Perform quality-control services required of Contractor by authorities

having jurisdiction, whether specified or not.

1. Where services are indicated as Contractor's responsibility, engage a qualified testing

agency to perform these quality-control services.



a. Contractor shall not employ same entity engaged by Owner, unless agreed to in

writing by Owner.

2. Notify testing agencies at least 24]hours in advance of time when Work that requires

testing or inspecting will be performed.

3. Where quality-control services are indicated as Contractor's responsibility, submit a

certified written report, in duplicate, of each quality-control service.

4. Testing and inspecting requested by Contractor and not required by the Contract

Documents are Contractor's responsibility.

5. Submit additional copies of each written report directly to authorities having jurisdiction,

when they so direct.

C. Manufacturer's Field Services: Where indicated, engage a factory-authorized service

representative to inspect field-assembled components and equipment installation, including

service connections. Report results in writing as specified in Division 1 Section "Submittal

Procedures."

D. Retesting/Reinspecting: Regardless of whether original tests or inspections were Contractor's

responsibility, provide quality-control services, including retesting and reinspecting, for

construction that replaced Work that failed to comply with the Contract Documents.

E. Testing Agency Responsibilities: Cooperate with Architect and Contractor in performance of

duties. Provide qualified personnel to perform required tests and inspections.

1. Notify Architect and Contractor promptly of irregularities or deficiencies observed in the

Work during performance of its services.

2. Determine the location from which test samples will be taken and in which in-situ tests

are conducted.

3. Conduct and interpret tests and inspections and state in each report whether tested and

inspected work complies with or deviates from requirements.

4. Submit a certified written report, in duplicate, of each test, inspection, and similar

quality-control service through Contractor.

5. Do not release, revoke, alter, or increase the Contract Document requirements or approve

or accept any portion of the Work.

6. Do not perform any duties of Contractor.

F. Associated Services: Cooperate with agencies performing required tests, inspections, and

similar quality-control services, and provide reasonable auxiliary services as requested. Notify

agency sufficiently in advance of operations to permit assignment of personnel. Provide the

following:

1. Access to the Work.

2. Incidental labor and facilities necessary to facilitate tests and inspections.

3. Adequate quantities of representative samples of materials that require testing and

inspecting. Assist agency in obtaining samples.

4. Facilities for storage and field curing of test samples.

5. Delivery of samples to testing agencies.

6. Preliminary design mix proposed for use for material mixes that require control by testing

agency.

7. Security and protection for samples and for testing and inspecting equipment at Project

site.



G. Coordination: Coordinate sequence of activities to accommodate required quality-assurance

and -control services with a minimum of delay and to avoid necessity of removing and

replacing construction to accommodate testing and inspecting.

1. Schedule times for tests, inspections, obtaining samples, and similar activities.


PART 3 - EXECUTION

3.1 REPAIR AND PROTECTION

A. General: On completion of testing, inspecting, sample taking, and similar services, repair

damaged construction and restore substrates and finishes.

1. Provide materials and comply with installation requirements specified in other

Specification Sections. Restore patched areas and extend restoration into adjoining areas

with durable seams that are as invisible as possible.

2. Comply with the Contract Document requirements for Division 1 Section "Cutting and

Patching."

B. Protect construction exposed by or for quality-control service activities.

C. Repair and protection are Contractor's responsibility, regardless of the assignment of

responsibility for quality-control services.



EXECUTION REQUIREMENTS 017000 - 1

SECTION 017000 - EXECUTION REQUIREMENTS

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes general procedural requirements governing execution of the Work

including, but not limited to, the following:

1. Construction layout.

2. Field engineering and surveying.

3. General installation of products.

4. Progress cleaning.

5. Starting and adjusting.

6. Protection of installed construction.

7. Correction of the Work.

B. See Division 1 Section "Closeout Procedures" for submitting final property survey with Project

Record Documents, recording of Owner-accepted deviations from indicated lines and levels,

and final cleaning.

1.2 SUBMITTALS

A. Certificates: Submit certificate signed by land surveyor or professional engineer certifying that

location and elevation of improvements comply with requirements.

B. Landfill Receipts: Submit copy of receipts issued by a landfill facility, licensed to accept

hazardous materials, for hazardous waste disposal.


A. Land Surveyor Qualifications: A professional land surveyor who is legally qualified to practice

in jurisdiction where Project is located and who is experienced in providing land-surveying

services of the kind indicated.


PART 3 - EXECUTION

3.1 EXAMINATION

A. Existing Conditions: The existence and location of site improvements, utilities, and other

construction indicated as existing are not guaranteed. Before beginning work, investigate and



verify the existence and location of mechanical and electrical systems and other construction

affecting the Work.

1. Before construction, verify the location and points of connection of utility services.

B. Existing Utilities: The existence and location of underground and other utilities and

construction indicated as existing are not guaranteed. Before beginning sitework, investigate

and verify the existence and location of underground utilities and other construction affecting

the Work.

1. Before construction, verify the location and invert elevation at points of connection of

sanitary sewer, storm sewer, and water-service piping; and underground electrical

services.

2. Furnish location data for work related to Project that must be performed by public

utilities serving Project site.

C. Acceptance of Conditions: Examine substrates, areas, and conditions, with Installer or

Applicator present where indicated, for compliance with requirements for installation tolerances

and other conditions affecting performance. Record observations.

1. Verify compatibility with and suitability of substrates, including compatibility with

existing finishes or primers.

2. Examine roughing-in for mechanical and electrical systems to verify actual locations of

connections before equipment and fixture installation.

3. Examine walls, floors, and roofs for suitable conditions where products and systems are

to be installed.

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

Proceeding with the Work indicates acceptance of surfaces and conditions.

3.2 PREPARATION

A. Existing Utility Information: Furnish information to local utility and Owner that is necessary to

adjust, move, or relocate existing utility structures, utility poles, lines, services, or other utility

appurtenances located in or affected by construction. Coordinate with authorities having

jurisdiction.

B. Field Measurements: Take field measurements as required to fit the Work properly. Recheck

measurements before installing each product. Where portions of the Work are indicated to fit to

other construction, verify dimensions of other construction by field measurements before

fabrication. Coordinate fabrication schedule with construction progress to avoid delaying the

Work.

C. Space Requirements: Verify space requirements and dimensions of items shown

diagrammatically on Drawings.

D. Review of Contract Documents and Field Conditions: Immediately on discovery of the need for

clarification of the Contract Documents, submit a request for information to Architect. Include

a detailed description of problem encountered, together with recommendations for changing the

Contract Documents.



3.3 CONSTRUCTION LAYOUT

A. Verification: Before proceeding to lay out the Work, verify layout information shown on

Drawings, in relation to the property survey and existing benchmarks. If discrepancies are

discovered, notify Architect promptly.

B. General: Engage a land surveyor or professional engineer to lay out the Work using accepted

surveying practices.

1. Establish benchmarks and control points to set lines and levels at each story of

construction and elsewhere as needed to locate each element of Project.

2. Establish dimensions within tolerances indicated. Do not scale Drawings to obtain

required dimensions.

3. Inform installers of lines and levels to which they must comply.

4. Check the location, level and plumb, of every major element as the Work progresses.

5. Notify Architect when deviations from required lines and levels exceed allowable

tolerances.

6. Close site surveys with an error of closure equal to or less than the standard established

by authorities having jurisdiction.

C. Site Improvements: Locate and lay out site improvements, including pavements, grading, fill

and topsoil placement, utility slopes, and invert elevations.

D. Building Lines and Levels: Locate and lay out control lines and levels for structures, building

foundations, column grids, and floor levels, including those required for mechanical and

electrical work. Transfer survey markings and elevations for use with control lines and levels.

Level foundations and piers from two or more locations.

E. Record Log: Maintain a log of layout control work. Record deviations from required lines and

levels. Include beginning and ending dates and times of surveys, weather conditions, name and

duty of each survey party member, and types of instruments and tapes used. Make the log

available for reference by Architect.

3.4 FIELD ENGINEERING

A. Reference Points: Locate existing permanent benchmarks, control points, and similar reference

points before beginning the Work. Preserve and protect permanent benchmarks and control

points during construction operations.

B. Benchmarks: Establish and maintain a minimum of two permanent benchmarks on Project site,

referenced to data established by survey control points. Comply with authorities having

jurisdiction for type and size of benchmark.

1. Record benchmark locations, with horizontal and vertical data, on Project Record

Documents.

C. Certified Survey: On completion of foundation walls, major site improvements, and other work

requiring field-engineering services, prepare a certified survey showing dimensions, locations,

angles, and elevations of construction and sitework.



D. Final Property Survey: Prepare a final property survey showing significant features (real

property) for Project. Include on the survey a certification, signed by [land surveyor] or

[professional engineer], that principal metes, bounds, lines, and levels of Project are accurately

positioned as shown on the survey.

1. Recording: At Substantial Completion, have the final property survey recorded by or

with authorities having jurisdiction as the official "property survey."

3.5 INSTALLATION

A. General: Locate the Work and components of the Work accurately, in correct alignment and

elevation, as indicated.

1. Make vertical work plumb and make horizontal work level.

2. Where space is limited, install components to maximize space available for maintenance

and ease of removal for replacement.

3. Conceal pipes, ducts, and wiring in finished areas, unless otherwise indicated.

B. Comply with manufacturer's written instructions and recommendations for installing products in

applications indicated.

C. Install products at the time and under conditions that will ensure the best possible results.

Maintain conditions required for product performance until Substantial Completion.

D. Conduct construction operations so no part of the Work is subjected to damaging operations or

loading in excess of that expected during normal conditions of occupancy.

E. Tools and Equipment: Do not use tools or equipment that produce harmful noise levels.

F. Templates: Obtain and distribute to the parties involved templates for work specified to be

factory prepared and field installed. Check Shop Drawings of other work to confirm that

adequate provisions are made for locating and installing products to comply with indicated

requirements.

G. Anchors and Fasteners: Provide anchors and fasteners as required to anchor each component

securely in place, accurately located and aligned with other portions of the Work.

1. Mounting Heights: Where mounting heights are not indicated, mount components at

heights directed by Architect.

2. Allow for building movement, including thermal expansion and contraction.

3. Coordinate installation of anchorages. Furnish setting drawings, templates, and

directions for installing anchorages, including sleeves, concrete inserts, anchor bolts, and

items with integral anchors, that are to be embedded in concrete or masonry. Deliver

such items to Project site in time for installation.

H. Joints: Make joints of uniform width. Where joint locations in exposed work are not indicated,

arrange joints for the best visual effect. Fit exposed connections together to form hairline joints.

I. Hazardous Materials: Use products, cleaners, and installation materials that are not considered

hazardous.



3.6 PROGRESS CLEANING

A. General: Clean Project site and work areas daily, including common areas. Coordinate

progress cleaning for joint-use areas where more than one installer has worked. Enforce

requirements strictly. Dispose of materials lawfully.

1. Comply with requirements in NFPA 241 for removal of combustible waste materials and

debris.

2. Do not hold materials more than 7 days during normal weather or 3 days if the

temperature is expected to rise above 80 deg F (27 deg C).

3. Containerize hazardous and unsanitary waste materials separately from other waste.

Mark containers appropriately and dispose of legally, according to regulations.

B. Site: Maintain Project site free of waste materials and debris.

C. Work Areas: Clean areas where work is in progress to the level of cleanliness necessary for

proper execution of the Work.

1. Remove liquid spills promptly.

2. Where dust would impair proper execution of the Work, broom-clean or vacuum the

entire work area, as appropriate.

D. Installed Work: Keep installed work clean. Clean installed surfaces according to written

instructions of manufacturer or fabricator of product installed, using only cleaning materials

specifically recommended. If specific cleaning materials are not recommended, use cleaning

materials that are not hazardous to health or property and that will not damage exposed surfaces.

E. Concealed Spaces: Remove debris from concealed spaces before enclosing the space.

F. Exposed Surfaces in Finished Areas: Clean exposed surfaces and protect as necessary to ensure

freedom from damage and deterioration at time of Substantial Completion.

G. Waste Disposal: Burying or burning waste materials on-site will not be permitted. Washing

waste materials down sewers or into waterways will not be permitted.

H. During handling and installation, clean and protect construction in progress and adjoining

materials already in place. Apply protective covering where required to ensure protection from

damage or deterioration at Substantial Completion.

I. Clean and provide maintenance on completed construction as frequently as necessary through

the remainder of the construction period. Adjust and lubricate operable components to ensure

operability without damaging effects.

J. Limiting Exposures: Supervise construction operations to assure that no part of the

construction, completed or in progress, is subject to harmful, dangerous, damaging, or otherwise

deleterious exposure during the construction period.



3.7 STARTING AND ADJUSTING

A. Start equipment and operating components to confirm proper operation. Remove

malfunctioning units, replace with new units, and retest.

B. Adjust operating components for proper operation without binding. Adjust equipment for

proper operation.

C. Test each piece of equipment to verify proper operation. Test and adjust controls and safeties.

Replace damaged and malfunctioning controls and equipment.

D. Manufacturer's Field Service: If a factory-authorized service representative is required to

inspect field-assembled components and equipment installation, comply with qualification

requirements in Division 1 Section "Quality Requirements."

3.8 PROTECTION OF INSTALLED CONSTRUCTION

A. Provide final protection and maintain conditions that ensure installed Work is without damage

or deterioration at time of Substantial Completion.

B. Comply with manufacturer's written instructions for temperature and relative humidity.

3.9 CORRECTION OF THE WORK

A. Repair or remove and replace defective construction. Restore damaged substrates and finishes.

Comply with requirements in Division 1 Section "Cutting and Patching."

1. Repairing includes replacing defective parts, refinishing damaged surfaces, touching up

with matching materials, and properly adjusting operating equipment.

B. Restore permanent facilities used during construction to their specified condition.

C. Remove and replace damaged surfaces that are exposed to view if surfaces cannot be repaired

without visible evidence of repair.

D. Repair components that do not operate properly. Remove and replace operating components

that cannot be repaired.

E. Remove and replace chipped, scratched, and broken glass or reflective surfaces.



CLOSEOUT PROCEDURES 01770 - 1

SECTION 01770 - CLOSEOUT PROCEDURES

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes administrative and procedural requirements for contract closeout,

including, but not limited to, the following:

1. Inspection procedures.

2. Warranties.

3. Final cleaning.

B. See Divisions 2 through 16 Sections for specific closeout and special cleaning requirements for

the Work in those Sections.

1.2 SUBSTANTIAL COMPLETION

A. Preliminary Procedures: Before requesting inspection for determining date of Substantial

Completion, complete the following. List items below that are incomplete in request.

1. Prepare a list of items to be completed and corrected (punch list), the value of items on

the list, and reasons why the Work is not complete.

2. Advise Owner of pending insurance changeover requirements.

3. Submit specific warranties, workmanship bonds, maintenance service agreements, final

certifications, and similar documents.

4. Obtain and submit releases permitting Owner unrestricted use of the Work and access to

services and utilities. Include occupancy permits, operating certificates, and similar

releases.

5. Prepare and submit Project Record Documents, operation and maintenance manuals,

Final Completion construction photographs and photographic negatives, damage or

settlement surveys, property surveys, and similar final record information.

6. Deliver tools, spare parts, extra materials, and similar items to location designated by

Owner. Label with manufacturer's name and model number where applicable.

7. Make final changeover of permanent locks and deliver keys to Owner. Advise Owner's

personnel of changeover in security provisions.

8. Complete startup testing of systems.

9. Submit test/adjust/balance records.

10. Terminate and remove temporary facilities from Project site, along with mockups,

construction tools, and similar elements.

11. Advise Owner of changeover in heat and other utilities.

12. Submit changeover information related to Owner's occupancy, use, operation, and

maintenance.

13. Complete final cleaning requirements, including touchup painting.



14. Touch up and otherwise repair and restore marred exposed finishes to eliminate visual

defects.

B. Inspection: Submit a written request for inspection for Substantial Completion. On receipt of

request, Architect will either proceed with inspection or notify Contractor of unfulfilled

requirements. Architect will prepare the Certificate of Substantial Completion after inspection

or will notify Contractor of items, either on Contractor's list or additional items identified by

Architect, that must be completed or corrected before certificate will be issued.

1. Reinspection: Request reinspection when the Work identified in previous inspections as

incomplete is completed or corrected.

2. Results of completed inspection will form the basis of requirements for Final

Completion.

1.3 FINAL COMPLETION

A. Preliminary Procedures: Before requesting final inspection for determining date of Final

Completion, complete the following:

1. Submit a final Application for Payment according to Division 1 Section "Payment

Procedures."

2. Submit certified copy of Architect's Substantial Completion inspection list of items to be

completed or corrected (punch list), endorsed and dated by Architect. The certified copy

of the list shall state that each item has been completed or otherwise resolved for

acceptance.

3. Submit evidence of final, continuing insurance coverage complying with insurance

requirements.

4. Submit pest-control final inspection report and warranty.

5. Instruct Owner's personnel in operation, adjustment, and maintenance of products,

equipment, and systems. Submit demonstration and training videotapes.

B. Inspection: Submit a written request for final inspection for acceptance. On receipt of request,

Architect will either proceed with inspection or notify Contractor of unfulfilled requirements.

Architect will prepare a final Certificate for Payment after inspection or will notify Contractor

of construction that must be completed or corrected before certificate will be issued.

1. Reinspection: Request reinspection when the Work identified in previous inspections as

incomplete is completed or corrected.

1.4 LIST OF INCOMPLETE ITEMS (PUNCH LIST)

A. Preparation: Submit three copies of list. Include name and identification of each space and area

affected by construction operations for incomplete items and items needing correction

including, if necessary, areas disturbed by Contractor that are outside the limits of construction.



1.5 WARRANTIES

A. Submittal Time: Submit written warranties on request of Architect for designated portions of

the Work where commencement of warranties other than date of Substantial Completion is

indicated.

B. Organize warranty documents into an orderly sequence based on the table of contents of the

Project Manual.

1. Bind warranties and bonds in heavy-duty, 3-ring, vinyl-covered, loose-leaf binders,

thickness as necessary to accommodate contents.

2. Provide heavy paper dividers with plastic-covered tabs for each separate warranty. Mark

tab to identify the product or installation. Provide a typed description of the product or

installation, including the name of the product and the name, address, and telephone

number of Installer.

3. Identify each binder on the front and spine with the typed or printed title

"WARRANTIES," Project name, and name of Contractor.

C. Provide additional copies of each warranty to include in operation and maintenance manuals.

PART 2 - PRODUCTS

2.1 MATERIALS

A. Cleaning Agents: Use cleaning materials and agents recommended by manufacturer or

fabricator of the surface to be cleaned. Do not use cleaning agents that are potentially

hazardous to health or property or that might damage finished surfaces.

PART 3 - EXECUTION

3.1 FINAL CLEANING

A. General: Provide final cleaning. Conduct cleaning and waste-removal operations to comply

with local laws and ordinances and Federal and local environmental and antipollution

regulations.

B. Cleaning: Employ experienced workers or professional cleaners for final cleaning. Clean each

surface or unit to condition expected in an average commercial building cleaning and

maintenance program. Comply with manufacturer's written instructions.

1. Complete the following cleaning operations before requesting inspection for certification

of Substantial Completion for entire Project or for a portion of Project:

a. Clean Project site, yard, and grounds, in areas disturbed by construction activities,

including landscape development areas, of rubbish, waste material, litter, and other

foreign substances.



b. Sweep paved areas broom clean. Remove petrochemical spills, stains, and other

foreign deposits.

c. Rake grounds that are neither planted nor paved to a smooth, even-textured

surface.

d. Remove tools, construction equipment, machinery, and surplus material from

Project site.

e. Remove snow and ice to provide safe access to building.

f. Clean exposed exterior and interior hard-surfaced finishes to a dirt-free condition,

free of stains, films, and similar foreign substances. Avoid disturbing natural

weathering of exterior surfaces. Restore reflective surfaces to their original

condition.

g. Remove debris and surface dust from limited access spaces, including roofs,

plenums, shafts, trenches, equipment vaults, manholes, attics, and similar spaces.

h. Sweep concrete floors broom clean in unoccupied spaces.

i. Vacuum carpet and similar soft surfaces, removing debris and excess nap;

shampoo if visible soil or stains remain.

j. Clean transparent materials, including mirrors and glass in doors and windows.

Remove glazing compounds and other noticeable, vision-obscuring materials.

Replace chipped or broken glass and other damaged transparent materials. Polish

mirrors and glass, taking care not to scratch surfaces.

k. Remove labels that are not permanent.

l. Touch up and otherwise repair and restore marred, exposed finishes and surfaces.

Replace finishes and surfaces that cannot be satisfactorily repaired or restored or

that already show evidence of repair or restoration.

1) Do not paint over "UL" and similar labels, including mechanical and

electrical nameplates.

m. Wipe surfaces of mechanical and electrical equipment, elevator equipment, and

similar equipment. Remove excess lubrication, paint and mortar droppings, and

other foreign substances.

n. Replace parts subject to unusual operating conditions.

o. Clean plumbing fixtures to a sanitary condition, free of stains, including stains

resulting from water exposure.

p. Replace disposable air filters and clean permanent air filters. Clean exposed

surfaces of diffusers, registers, and grills.

q. Clean light fixtures, lamps, globes, and reflectors to function with full efficiency.

Replace burned-out bulbs, and those noticeably dimmed by hours of use, and

defective and noisy starters in fluorescent and mercury vapor fixtures to comply

with requirements for new fixtures.

r. Leave Project clean and ready for occupancy.

C. Pest Control: Engage an experienced, licensed exterminator to make a final inspection and rid

Project of rodents, insects, and other pests. Prepare a report.

D. Comply with safety standards for cleaning. Do not burn waste materials. Do not bury debris or

excess materials on Owner's property. Do not discharge volatile, harmful, or dangerous

materials into drainage systems. Remove waste materials from Project site and dispose of

lawfully.


PROJECT RECORD DOCUMENTS 017810 - 1

SECTION 017810 - PROJECT RECORD DOCUMENTS

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes administrative and procedural requirements for Project Record

Documents, including the following:

1. Record Drawings.

2. Record Specifications.

3. Record Product Data.

1.2 SUBMITTALS

A. Record Drawings: Comply with the following:

1. Number of Copies: Submit one set of marked-up Record Prints.

2. Number of Copies: Submit copies of Record Drawings as follows:

a. Initial Submittal: Submit one set of marked-up Record Prints.

B. Record Specifications: Submit one copy of Project's Specifications, including addenda and

contract modifications.

C. Record Product Data: Submit one copy of each Product Data submittal.

PART 2 - PRODUCTS

2.1 RECORD DRAWINGS

A. Record Prints: Maintain one set of blue- or black-line white prints of the Contract Drawings

and Shop Drawings.

1. Preparation: Mark Record Prints to show the actual installation where installation varies

from that shown originally. Require individual or entity who obtained record data,

whether individual or entity is Installer, subcontractor, or similar entity, to prepare the

marked-up Record Prints.

a. Give particular attention to information on concealed elements that would be

difficult to identify or measure and record later.

b. Record data as soon as possible after obtaining it. Record and check the markup

before enclosing concealed installations.



2. Mark the Contract Drawings or Shop Drawings, whichever is most capable of showing

actual physical conditions, completely and accurately. If Shop Drawings are marked,

show cross-reference on the Contract Drawings.

3. Mark record sets with erasable, red-colored pencil. Use other colors to distinguish

between changes for different categories of the Work at same location.

4. Note Construction Change Directive numbers, alternate numbers, Change Order

numbers, and similar identification, where applicable.

B. Format: Identify and date each Record Drawing; include the designation "PROJECT RECORD

DRAWING" in a prominent location.

1. Record Prints: Organize Record Prints and newly prepared Record Drawings into

manageable sets. Bind each set with durable paper cover sheets. Include identification

on cover sheets.

2.2 RECORD SPECIFICATIONS

A. Preparation: Mark Specifications to indicate the actual product installation where installation

varies from that indicated in Specifications, addenda, and contract modifications.

1. Give particular attention to information on concealed products and installations that

cannot be readily identified and recorded later.

2. Mark copy with the proprietary name and model number of products, materials, and

equipment furnished, including substitutions and product options selected.

3. Record the name of manufacturer, supplier, Installer, and other information necessary to

provide a record of selections made.

4. Note related Change Orders, Record Product Data, and Record Drawings where

applicable.

2.3 RECORD PRODUCT DATA

A. Preparation: Mark Product Data to indicate the actual product installation where installation

varies substantially from that indicated in Product Data submittal.

1. Give particular attention to information on concealed products and installations that

cannot be readily identified and recorded later.

2. Include significant changes in the product delivered to Project site and changes in

manufacturer's written instructions for installation.

3. Note related Change Orders, Record Specifications, and Record Drawings where

applicable.

2.4 MISCELLANEOUS RECORD SUBMITTALS

A. Assemble miscellaneous records required by other Specification Sections for miscellaneous

record keeping and submittal in connection with actual performance of the Work. Bind or file

miscellaneous records and identify each, ready for continued use and reference.



PART 3 - EXECUTION

3.1 RECORDING AND MAINTENANCE

A. Recording: Maintain one copy of each submittal during the construction period for Project

Record Document purposes. Post changes and modifications to Project Record Documents as

they occur; do not wait until the end of Project.

B. Maintenance of Record Documents and Samples: Store Record Documents and Samples in the

field office apart from the Contract Documents used for construction. Do not use Project

Record Documents for construction purposes. Maintain Record Documents in good order and

in a clean, dry, legible condition, protected from deterioration and loss. Provide access to

Project Record Documents for Architect's reference during normal working hours.



SELECTIVE DEMOLITION 024119 - 1

SECTION 024119 - SELECTIVE DEMOLITION

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes the following:

1. Demolition and removal of selected portions of building or structure.

2. Demolition and removal of selected site elements.

3. Salvage of existing items to be reused or recycled.

1.2 DEFINITIONS

A. Remove: Detach items from existing construction and legally dispose of them off-site, unless

indicated to be removed and salvaged or removed and reinstalled.

B. Remove and Salvage: Detach items from existing construction and deliver them to

Owner ready for reuse.

C. Remove and Reinstall: Detach items from existing construction, prepare them for reuse, and

reinstall them where indicated.

D. Existing to Remain: Existing items of construction that are not to be removed and that are not

otherwise indicated to be removed, removed and salvaged, or removed and reinstalled.

1.3 SUBMITTALS

A. Schedule of Selective Demolition Activities: Indicate detailed sequence of selective demolition

and removal work, with starting and ending dates for each activity, interruption of utility

services, use of elevator and stairs, and locations of temporary partitions and means of egress.

B. Predemolition Photographs or Videotapes: Show existing conditions of adjoining construction

and site improvements, including finish surfaces, that might be misconstrued as damage caused

by selective demolition operations. Comply with Division 1 Section "Photographic

Documentation." Submit before Work begins.


A. Demolition Firm Qualifications: An experienced firm that has specialized in demolition work

similar in material and extent to that indicated for this Project.



B. Regulatory Requirements: Comply with governing EPA notification regulations before

beginning selective demolition. Comply with hauling and disposal regulations of authorities

having jurisdiction.

C. Standards: Comply with ANSI A10.6 and NFPA 241.

D. Predemolition Conference: Conduct conference at Project site.

1.5 PROJECT CONDITIONS

A. Owner will occupy portions of building immediately adjacent to selective demolition area.

Conduct selective demolition so Owner's operations will not be disrupted.

B. Conditions existing at time of inspection for bidding purpose will be maintained by Owner as

far as practical.

C. Notify Architect of discrepancies between existing conditions and Drawings before proceeding

with selective demolition.

D. Hazardous Materials: It is not expected that hazardous materials will be encountered in the

Work.

1. Hazardous materials will be removed by Owner before start of the Work.

2. If materials suspected of containing hazardous materials are encountered, do not disturb;

immediately notify Architect and Owner. Owner will remove hazardous materials under

a separate contract.

E. Storage or sale of removed items or materials on-site is not permitted.

F. Utility Service: Maintain existing utilities indicated to remain in service and protect them

against damage during selective demolition operations.

1. Maintain fire-protection facilities in service during selective demolition operations.

1.6 WARRANTY

A. Existing Warranties: Remove, replace, patch, and repair materials and surfaces cut or damaged

during selective demolition, by methods and with materials so as not to void existing warranties.


PART 3 - EXECUTION

3.1 EXAMINATION

A. Verify that utilities have been disconnected and capped.



B. Survey existing conditions and correlate with requirements indicated to determine extent of

selective demolition required.

C. Inventory and record the condition of items to be removed and reinstalled and items to be

removed and salvaged.

D. When unanticipated mechanical, electrical, or structural elements that conflict with intended

function or design are encountered, investigate and measure the nature and extent of conflict.

Promptly submit a written report to Architect.

E. Engage a professional engineer to survey condition of building to determine whether removing

any element might result in structural deficiency or unplanned collapse of any portion of

structure or adjacent structures during selective demolition operations.

F. Survey of Existing Conditions: Record existing conditions by use of preconstruction

photographs.

G. Perform surveys as the Work progresses to detect hazards resulting from selective demolition

activities.

3.2 UTILITY SERVICES AND MECHANICAL/ELECTRICAL SYSTEMS

A. Existing Services/Systems: Maintain services/systems indicated to remain and protect them

against damage during selective demolition operations.

B. Service/System Requirements: Locate, identify, disconnect, and seal or cap off indicated utility

services and mechanical/electrical systems serving areas to be selectively demolished.

1. Arrange to shut off indicated utilities with utility companies.

2. If services/systems are required to be removed, relocated, or abandoned, before

proceeding with selective demolition provide temporary services/systems that bypass

area of selective demolition and that maintain continuity of services/systems to other

parts of building.

3. Cut off pipe or conduit in walls or partitions to be removed. Cap, valve, or plug and seal

remaining portion of pipe or conduit after bypassing.

3.3 PREPARATION

A. Site Access and Temporary Controls: Conduct selective demolition and debris-removal

operations to ensure minimum interference with roads, streets, walks, walkways, and other

adjacent occupied and used facilities.

1. Comply with requirements for access and protection specified in Division 1 Section

"Temporary Facilities and Controls."

B. Temporary Facilities: Provide temporary barricades and other protection required to prevent

injury to people and damage to adjacent buildings and facilities to remain.



C. Temporary Shoring: Provide and maintain shoring, bracing, and structural supports as required

to preserve stability and prevent movement, settlement, or collapse of construction and finishes

to remain, and to prevent unexpected or uncontrolled movement or collapse of construction

being demolished.

3.4 SELECTIVE DEMOLITION

A. General: Demolish and remove existing construction only to the extent required by new

construction and as indicated. Use methods required to complete the Work within limitations of

governing regulations and as follows:

1. Neatly cut openings and holes plumb, square, and true to dimensions required. Use

cutting methods least likely to damage construction to remain or adjoining construction.

Use hand tools or small power tools designed for sawing or grinding, not hammering and

chopping, to minimize disturbance of adjacent surfaces. Temporarily cover openings to

remain.

2. Cut or drill from the exposed or finished side into concealed surfaces to avoid marring

existing finished surfaces.

3. Do not use cutting torches until work area is cleared of flammable materials. At

concealed spaces, such as duct and pipe interiors, verify condition and contents of hidden

space before starting flame-cutting operations. Maintain fire watch and portable fire-

suppression devices during flame-cutting operations.

4. Locate selective demolition equipment and remove debris and materials so as not to

impose excessive loads on supporting walls, floors, or framing.

5. Dispose of demolished items and materials promptly.

B. Reuse of Building Elements: Project has been designed to result in end-of-Project rates for

reuse of building elements as follows. Do not demolish building elements beyond what is

indicated on Drawings without Architect's approval.

C. Removed and Salvaged Items:

1. Clean salvaged items.

2. Pack or crate items after cleaning. Identify contents of containers.

3. Store items in a secure area until delivery to Owner.

4. Transport items to Owner's storage area designated by Owner.

5. Protect items from damage during transport and storage.

D. Removed and Reinstalled Items:

1. Clean and repair items to functional condition adequate for intended reuse. Paint

equipment to match new equipment.

2. Pack or crate items after cleaning and repairing. Identify contents of containers.

3. Protect items from damage during transport and storage.

4. Reinstall items in locations indicated. Comply with installation requirements for new

materials and equipment. Provide connections, supports, and miscellaneous materials

necessary to make item functional for use indicated.



E. Existing Items to Remain: Protect construction indicated to remain against damage and soiling

during selective demolition. When permitted by Architect, items may be removed to a suitable,

protected storage location during selective demolition and cleaned and reinstalled in their

original locations after selective demolition operations are complete.

3.5 DISPOSAL OF DEMOLISHED MATERIALS

A. General: Except for items or materials indicated to be recycled, reused, salvaged, reinstalled, or

otherwise indicated to remain Owner's property, remove demolished materials from Project site

and legally dispose of them in an EPA-approved landfill.

B. Burning: Do not burn demolished materials.

C. Disposal: Transport demolished materials off Owner's property and legally dispose of them.

3.6 CLEANING

A. Clean adjacent structures and improvements of dust, dirt, and debris caused by selective

demolition operations. Return adjacent areas to condition existing before selective demolition

operations began.


BMA Architect P.C. 1496-15

JOINT SEALANTS 079200 - 1

SECTION 079200 - JOINT SEALANTS

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes joint sealants for the following applications, including those specified by

reference to this Section:

1. Exterior joints in vertical surfaces and horizontal nontraffic surfaces.

2. Exterior joints in horizontal traffic surfaces.

3. Interior joints in vertical surfaces and horizontal nontraffic surfaces.

4. Interior joints in horizontal traffic surfaces.

B. See Division 2 Section "Pavement Joint Sealants" for sealing joints in pavements, walkways, and

curbing.

C. See Division 8 Section "Glazing" for glazing sealants.

1.2 PERFORMANCE REQUIREMENTS

A. Provide elastomeric joint sealants that establish and maintain watertight and airtight continuous

joint seals without staining or deteriorating joint substrates.

B. Provide joint sealants for interior applications that establish and maintain airtight and water-

resistant continuous joint seals without staining or deteriorating joint substrates.

1.3 SUBMITTALS

A. Product Data: For each joint-sealant product indicated.


A. Mockups: Build mockups incorporating sealant joints, as follows, to verify selections made under

sample submittals and to demonstrate aesthetic effects and set quality standards for materials and

execution:

1. Joints in mockups of assemblies specified in other Sections that are indicated to receive

elastomeric joint sealants, which are specified by reference to this Section.

1.5 WARRANTY

A. Special Installer's Warranty: Installer's standard form in which Installer agrees to repair or replace

elastomeric joint sealants that do not comply with performance and other requirements specified in

this Section within specified warranty period.

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

B. Special Manufacturer's Warranty: Manufacturer's standard form in which elastomeric sealant

manufacturer agrees to furnish elastomeric joint sealants to repair or replace those that do not



comply with performance and other requirements specified in this Section within specified

warranty period.

1. Warranty Period: Ten years from date of Substantial Completion.

PART 2- PRODUCTS

2.1 MANUFACTURERS

A. Available Products: Subject to compliance with requirements, products that may be incorporated

into the Work include, but are not limited to, products listed in other Part 2 articles.

2.2 MATERIALS, GENERAL

A. Compatibility: Provide joint sealants, backings, and other related materials that are compatible

with one another and with joint substrates under conditions of service and application, as

demonstrated by sealant manufacturer, based on testing and field experience.

B. VOC Content of Interior Sealants: Provide interior sealants and sealant primers that comply with

the following limits for VOC content when calculated according to 40 CFR 59, Subpart D (EPA

Method 24):

1. Sealants: 250 g/L.

2. Sealant Primers for Nonporous Substrates: 250 g/L.

3. Sealant Primers for Porous Substrates: 775 g/L.

C. Colors of Exposed Joint Sealants: As selected by Architect from manufacturer's full range.

2.3 ELASTOMERIC JOINT SEALANTS

A. Elastomeric Sealants: Comply with ASTM C 920 and other requirements indicated for each

liquid-applied chemically curing sealant specified, including those referencing ASTM C 920

classifications for type, grade, class, and uses related to exposure and joint substrates.

B. Stain-Test-Response Characteristics: Where elastomeric sealants are specified to be nonstaining to

porous substrates, provide products that have undergone testing according to ASTM C 1248 and

have not stained porous joint substrates indicated for Project.

C. Suitability for Immersion in Liquids. Where elastomeric sealants are indicated for Use I for joints

that will be continuously immersed in liquids, provide products that have undergone testing

according to ASTM C 1247 and qualify for the length of exposure indicated by reference to

ASTM C 920 for Class 1 or 2. Liquid used for testing sealants is deionized water, unless

otherwise indicated.

D. Suitability for Contact with Food: Where elastomeric sealants are indicated for joints that will

come in repeated contact with food, provide products that comply with 21 CFR 177.2600.



E. Single-Component Mildew-Resistant Acid-Curing Silicone Sealant :

1. Available Products:

a. Pecora Corporation; 898 NTS.

b. GE Silicones; Sanitary 1700.

c. Tremco; Tremsil 600

d. Dow Cornig: 786 Mildew Resistant.

e. Nuco Industries; NuFlex 302.

2. Type and Grade: S (single component) and NS (nonsag).

3. Class: 25.

4. Use Related to Exposure: NT (nontraffic).

5. Uses Related to Joint Substrates: G, A, and, as applicable to joint substrates indicated, O.

a. Use O Joint Substrates: Coated glass, color anodic aluminum, aluminum coated

with a high-performance coating, galvanized steel and ceramic tile.

6. Application: Interior wet and sanitary areas such as; locker rooms, showers, toilet rooms,

clean rooms, etc. Provide between construction materials and around fixtures where

adjacent to floors and walls.

F. Multicomponent Nonsag Urethane Sealant:


a. Pecora Corporation; Dyna Trol II.

b. Tremco; Dymetric 240.

c. Polymeric systems, Inc. Flexiprene 1000.

d. Sika Corp. Sikaflex – 2c NS

2. Type and Grade: M (multicomponent) and NS (nonsag).

3. Class: 25.

4. Use[s] Related to Exposure: NT (nontraffic).

5. Uses Related to Joint Substrates: M, A, and, as applicable to joint substrates indicated, O.

a. Use O Joint Substrates: Color anodic aluminum, aluminum coated with a high-

performance coating, galvanized steel, brick, granite, limestone, marble ceramic

tile, wood and coated glass.

6. Applications: Exterior Joints in masonry, metal and between.

2.4 LATEX JOINT SEALANTS

A. Latex Sealant : Comply with ASTM C 834, Type O P, Grade NF.


a. Tremco; Tremflex 834.

b. Pecora Corporation; AC-20+ Silicone.

c. Bostik Inc,.

d. ITW Polymer Sealants

e. BASF Building Systems, Sonneborn, Division

2. Applications: Interior joints at masonry, gypsum drywall and between each other

including all interior joints not indicated otherwise.



2.5 ACOUSTICAL JOINT SEALANTS

A. Acoustical Sealant for Exposed and Concealed Joints: Manufacturer's standard nonsag, paintable,

nonstaining latex sealant complying with ASTM C 834 that effectively reduces airborne sound

transmission through perimeter joints and openings in building construction as demonstrated by

testing representative assemblies according to ASTM E 90.


a. Pecora Corporation; AC-20 FTR Acoustical and Insulation Sealant.

b. United States Gypsum Co.; SHEETROCK Acoustical Sealant.

B. Acoustical Sealant for Concealed Joints: Manufacturer's standard, nondrying, nonhardening,

nonskinning, nonstaining, gunnable, synthetic-rubber sealant recommended for sealing interior

concealed joints to reduce airborne sound transmission.


a. Pecora Corporation; BA-98.

b. Tremco; Tremco Acoustical Sealant.

c. Ohio Sealant, Inc. Pro-series SC-170 Rubber

2. Application: Interior joints at base sound sealant. Gypsum drywall and masonry, concrete

and between each other, including all interior joints in an acoustically rated wall assembly

not indicated otherwise.

2.6 JOINT-SEALANT BACKING

A. General: Provide sealant backings of material and type that are nonstaining; are compatible with

joint substrates, sealants, primers, and other joint fillers; and are approved for applications

indicated by sealant manufacturer based on field experience and laboratory testing.

B. Cylindrical Sealant Backings: ASTM C 1330, Type C (closed-cell material with a surface skin),

and of size and density to control sealant depth and otherwise contribute to producing optimum

sealant performance:

C. Elastomeric Tubing Sealant Backings: Neoprene, butyl, EPDM, or silicone tubing complying with

ASTM D 1056, nonabsorbent to water and gas, and capable of remaining resilient at temperatures

down to minus 26 deg F (minus 32 deg C). Provide products with low compression set and of size

and shape to provide a secondary seal, to control sealant depth, and to otherwise contribute to

optimum sealant performance.

D. Bond-Breaker Tape: Polyethylene tape or other plastic tape recommended by sealant

manufacturer for preventing sealant from adhering to rigid, inflexible joint-filler materials or joint

surfaces at back of joint where such adhesion would result in sealant failure. Provide self-adhesive

tape where applicable.

2.7 MISCELLANEOUS MATERIALS



A. Primer: Material recommended by joint-sealant manufacturer where required for adhesion of

sealant to joint substrates indicated, as determined from preconstruction joint-sealant-substrate

tests and field tests.

B. Cleaners for Nonporous Surfaces: Chemical cleaners acceptable to manufacturers of sealants and

sealant backing materials, free of oily residues or other substances capable of staining or harming

joint substrates and adjacent nonporous surfaces in any way, and formulated to promote optimum

adhesion of sealants to joint substrates.

C. Masking Tape: Nonstaining, nonabsorbent material compatible with joint sealants and surfaces

adjacent to joints.

PART 3- EXECUTION

3.1 PREPARATION

A. Surface Cleaning of Joints: Clean out joints immediately before installing joint sealants.

1. Remove all foreign material from joint substrates that could interfere with adhesion of

joint sealant.

a. Clean porous joint substrate surfaces by brushing, grinding, blast cleaning,

mechanical abrading, or a combination of these methods to produce a clean, sound

substrate capable of developing optimum bond with joint sealants. Remove loose

particles remaining after cleaning operations above by vacuuming or blowing out

joints with oil-free compressed air.

2. Remove laitance and form-release agents from concrete.

a. Clean nonporous surfaces with chemical cleaners or other means that do not stain,

harm substrates, or leave residues capable of interfering with adhesion of joint

sealants.

3.2 INSTALLATION

A. Sealant Installation Standard: Comply with recommendations in ASTM C 1193 for use of joint

sealants as applicable to materials, applications, and conditions indicated.

B. Acoustical Sealant Application Standard: Comply with recommendations in ASTM C 919 for use

of joint sealants in acoustical applications as applicable to materials, applications, and conditions

indicated.

C. Install sealant backings of type indicated to support sealants during application and at position

required to produce cross-sectional shapes and depths of installed sealants relative to joint widths

that allow optimum sealant movement capability.

1. Do not leave gaps between ends of sealant backings.

2. Do not stretch, twist, puncture, or tear sealant backings.

3. Remove absorbent sealant backings that have become wet before sealant application and

replace them with dry materials.



D. Install bond-breaker tape behind sealants where sealant backings are not used between sealants and

backs of joints.

E. Install sealants using proven techniques that comply with the following and at the same time

backings are installed:

1. Place sealants so they directly contact and fully wet joint substrates.

2. Completely fill recesses in each joint configuration.

3. Produce uniform, cross-sectional shapes and depths relative to joint widths that allow

optimum sealant movement capability.

F. Tooling of Nonsag Sealants: Immediately after sealant application and before skinning or curing

begins, tool sealants according to requirements specified below to form smooth, uniform beads of

configuration indicated; to eliminate air pockets; and to ensure contact and adhesion of sealant

with sides of joint.

1. Remove excess sealant from surfaces adjacent to joints.

2. Use tooling agents that are approved in writing by sealant manufacturer and that do not

discolor sealants or adjacent surfaces.

3. Provide concave joint configuration per Figure 5A in ASTM C 1193, unless otherwise

indicated.

G. Clean off excess sealant or sealant smears adjacent to joints as the Work progresses by methods

and with cleaning materials approved in writing by manufacturers of joint sealants and of products

in which joints occur.



HOLLOW METAL DOORS AND FRAMES 081113 - 1

SECTION 081113 - HOLLOW METAL DOORS AND FRAMES

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes:

1. Standard hollow metal frames.

1.2 SUBMITTALS

A. Product Data: For each type of product indicated.

B. Shop Drawings: Include elevations, door edge details, frame profiles, metal thicknesses,

preparations for hardware, and other details.


A. Fire-Rated Door Assemblies: Assemblies complying with NFPA 80 that are listed and labeled

by a qualified testing agency, for fire-protection ratings indicated, based on testing at according

to NFPA 252.

B. Fire-Rated, Borrowed-Light Frame Assemblies: Assemblies complying with NFPA 80 that are

listed and labeled, by a testing and inspecting agency acceptable to authorities having

jurisdiction, for fire-protection ratings indicated, based on testing according to NFPA 257 or

UL 9Label each individual glazed lite.

PART 2 - PRODUCTS

2.1 MANUFACTURERS

A. Manufacturers: Subject to compliance with requirements, available manufacturers offering

products that may be incorporated into the Work include, but are not limited to, the following:

1. Benchmark; a division of Therma-Tru Corporation.

2. Ceco Door Products; an Assa Abloy Group company.

3. Curries Company; an Assa Abloy Group company.

4. Deansteel Manufacturing Company, Inc.

5. Firedoor Corporation.

6. Fleming Door Products Ltd.; an Assa Abloy Group company.

7. Kewanee Corporation (The).

8. Mesker Door Inc.

9. Pioneer Industries, Inc.

10. Security Metal Products Corp.



11. Steelcraft; an Ingersoll-Rand company.

12. Windsor Republic Doors.

2.2 MATERIALS

A. Cold-Rolled Steel Sheet: ASTM A 1008/A 1008M, CS, Type B; suitable for exposed

applications.

B. Metallic-Coated Steel Sheet: ASTM A 653/A 653M, Commercial Steel (CS), Type B; with

minimum [A40 (ZF120)] metallic coating.

C. Frame Anchors: ASTM A 591/A 591M, Commercial Steel (CS), 40Z (12G) coating

designation; mill phosphatized.

1. For anchors built into exterior walls, steel sheet complying with ASTM A 1008/A 1008M

or ASTM A 1011/A 1011M, hot-dip galvanized according to ASTM A 153/A 153M,

Class B.

D. Inserts, Bolts, and Fasteners: Hot-dip galvanized according to ASTM A 153/A 153M.

E. Grout: ASTM C 476, except with a maximum slump of 4 inches (102 mm), as measured

according to ASTM C 143/C 143M.

F. Mineral-Fiber Insulation: ASTM C 665, Type I.

G. Glazing: Division 8 Section "Glazing."

2.3 STANDARD HOLLOW METAL FRAMES

A. General: Comply with ANSI/SDI A250.8.

B. Interior Frames: Fabricated from cold-rolled steel sheet unless metallic-coated sheet is

indicated.

1. Fabricate frames with mitered or coped corners.

2. Fabricate frames as face welded unless otherwise indicated.

3. Frames for Level 2 Steel Doors: 0.053-inch- (1.3-mm-) thick steel sheet.

4. Frames for Borrowed Lights: 0.053-inch- (1.3-mm-) thick steel sheet

C. Hardware Reinforcement: ANSI/SDI A250.6.

2.4 FRAME ANCHORS

A. Jamb Anchors:

1. Stud-Wall Type: Designed to engage stud, welded to back of frames; not less than 0.042

inch (1.0 mm) thick.

2. Masonry Type: Manufactures recommendation.



2.5 FABRICATION

A. Tolerances: Fabricate hollow metal work to tolerances indicated in SDI 117.

B. Hollow Metal Frames: Where frames are fabricated in sections, provide alignment plates or

angles at each joint, fabricated of same thickness metal as frames.

1. Welded Frames: Weld flush face joints continuously; grind, fill, dress, and make smooth,

flush, and invisible.

2. Sidelight and Transom Bar Frames: Provide closed tubular members with no visible face

seams or joints, fabricated from same material as door frame. Fasten members at

crossings and to jambs by butt welding.

3. Provide countersunk, flat- or oval-head exposed screws and bolts for exposed fasteners

unless otherwise indicated.

4. Grout Guards: Weld guards to frame at back of hardware mortises in frames to be

grouted.

5. Floor Anchors: Weld anchors to bottom of jambs and mullions with at least four spot

welds per anchor.

6. Jamb Anchors: Provide number and spacing of anchors as follows:

a. Stud-Wall Type: Locate anchors not more than 18 inches (457 mm) from top and

bottom of frame. Space anchors not more than 32 inches (813 mm) o.c. and as

follows:

1) Three anchors per jamb up to 60 inches (1524 mm) high.

2) Four anchors per jamb from 60 to 90 inches (1524 to 2286 mm) high.

3) Five anchors per jamb from 90 to 96 inches (2286 to 2438 mm) high.

4) Five anchors per jamb plus 1 additional anchor per jamb for each 24 inches

(610 mm) or fraction thereof above 96 inches (2438 mm) high.

5) Two anchors per head for frames more than 42 inches (1066 mm) wide and

mounted in metal-stud partitions.

7. Door Silencers: Except on weather-stripped doors, drill stops to receive door silencers.

a. Single-Door Frames: Three door silencers.

b. Double-Door Frames: Two door silencers.

C. Hardware Preparation: Factory prepare hollow metal work to receive templated mortised

hardware according to the Door Hardware Schedule and templates furnished as specified in

Division 8 Section "Door Hardware."

1. Locate hardware as indicated, or if not indicated, according to ANSI/SDI A250.8.

2. Reinforce doors and frames to receive nontemplated, mortised and surface-mounted door

hardware.

3. Comply with applicable requirements in ANSI/SDI A250.6 and ANSI/DHI A115 Series

specifications for preparation of hollow metal work for hardware.

4. Coordinate locations of conduit and wiring boxes for electrical connections with

Division 16 electrical Sections.

D. Stops and Moldings: Provide stops and moldings around glazed lites where indicated. Form

corners of stops and moldings with butted or mitered hairline joints.

1. Single Glazed Lites: Provide fixed stops and moldings welded on secure side of hollow

metal work.

2. Multiple Glazed Lites: Provide fixed and removable stops and moldings so that each

glazed lite is capable of being removed independently.



3. Provide fixed frame moldings on outside of exterior and on secure side of interior doors

and frames.

4. Provide loose stops and moldings on inside of hollow metal work.

5. Coordinate rabbet width between fixed and removable stops with type of glazing and

type of installation indicated.

2.6 STEEL FINISHES

A. Prime Finish: Apply manufacturer's standard primer immediately after cleaning and pre-

treating.

1. Shop Primer: ANSI/SDI A250.10.

2. Galvanized at all exterior frames.

PART 3 - EXECUTION

3.1 INSTALLATION

A. Hollow Metal Frames: Comply with ANSI/SDI A250.11.

1. Set frames accurately in position, plumbed, aligned, and braced securely until permanent

anchors are set. After wall construction is complete, remove temporary braces, leaving

surfaces smooth and undamaged.

a. At fire-protection-rated openings, install frames according to NFPA 80.

b. Where frames are fabricated in sections because of shipping or handling

limitations, field splice at approved locations by welding face joint continuously;

grind, fill, dress, and make splice smooth, flush, and invisible on exposed faces.

c. Install frames with removable glazing stops located on secure side of opening.

d. Install door silencers in frames before grouting.

e. Remove temporary braces necessary for installation only after frames have been

properly set and secured.

f. Check plumbness, squareness, and twist of frames as walls are constructed. Shim

as necessary to comply with installation tolerances.

g. Field apply bituminous coating to backs of frames that are filled with grout

containing antifreezing agents.

2. Floor Anchors: Provide floor anchors for each jamb and mullion that extends to floor,

and secure with postinstalled expansion anchors.

a. Floor anchors may be set with powder-actuated fasteners instead of postinstalled

expansion anchors if so indicated and approved on Shop Drawings.

3. Stud Partitions: Solidly pack mineral-fiber insulation behind frames.

4. Installation Tolerances: Adjust hollow metal door frames for squareness, alignment,

twist, and plumb to the following tolerances:

a. Squareness: Plus or minus 1/16 inch (1.6 mm), measured at door rabbet on a line

90 degrees from jamb perpendicular to frame head.

b. Alignment: Plus or minus 1/16 inch (1.6 mm), measured at jambs on a horizontal

line parallel to plane of wall.

c. Twist: Plus or minus 1/16 inch (1.6 mm), measured at opposite face corners of

jambs on parallel lines, and perpendicular to plane of wall.

d. Plumbness: Plus or minus 1/16 inch (1.6 mm), measured at jambs at floor.



B. Glazing: Comply with installation requirements in Division 8 Section "Glazing" and with

hollow metal manufacturer's written instructions.

1. Secure stops with countersunk flat- or oval-head machine screws spaced uniformly not

more than 9 inches (230 mm) o.c. and not more than 2 inches (50 mm) o.c. from each

corner.

3.2 ADJUSTING AND CLEANING

A. Final Adjustments: Check and readjust operating hardware items immediately before final

inspection. Leave work in complete and proper operating condition. Remove and replace

defective work, including hollow metal work that is warped, bowed, or otherwise unacceptable.

B. Prime-Coat Touchup: Immediately after erection, sand smooth rusted or damaged areas of

prime coat and apply touchup of compatible air-drying, rust-inhibitive primer.

C. Metallic-Coated Surfaces: Clean abraded areas and repair with galvanizing repair paint

according to manufacturer's written instructions.



FLUSH WOOD DOORS 081416 - 1

SECTION 081416 - FLUSH WOOD DOORS

PART 1 - GENERAL

1.1 SUMMARY


1. Solid-core doors with wood-veneer faces.

2. Factory fitting flush wood doors to frames and factory machining for hardware.

B. Related Sections:

1. Division 8 Section "Glazing" for glass view panels in flush wood doors.

1.2 SUBMITTALS

A. Product Data: For each type of door indicated. Include factory-finishing specifications.

B. Shop Drawings: Indicate location, size, and hand of each door; elevation of each kind of door;

construction details not covered in Product Data; location and extent of hardware blocking; and

other pertinent data.

1. Indicate requirements for veneer matching.

2. Indicate doors to be factory finished and finish requirements.

3. Indicate fire-protection ratings for fire-rated doors.

C. Samples: For factory-finished doors.


A. Quality Standard: In addition to requirements specified, comply with AWI's "Architectural

Woodwork Quality Standards Illustrated.

B. Fire-Rated Wood Doors: Doors complying with NFPA 80 that are listed and labeled by a

qualified testing agency, for fire-protection ratings indicated, based on testing at according to

NFPA 252.

PART 2 - PRODUCTS

2.1 MANUFACTURERS



1. Algoma Hardwoods, Inc.

2. Eagle Plywood & Door Manufacturing, Inc.

3. Eggers Industries.



4. Graham; an Assa Abloy Group company.

5. Ideal Architectural Doors & Plywood.

6. Marlite.

7. Marshfield Door Systems, Inc.

8. Mohawk Flush Doors, Inc.; a Masonite company.

9. Oshkosh Architectural Door Company.

10. VT Industries Inc.

2.2 DOOR CONSTRUCTION, GENERAL

A. WDMA I.S.1-A Performance Grade:

1. Heavy Duty unless otherwise indicated.

B. Fire-Protection-Rated Doors: Provide core specified or mineral core as needed to provide fire-

protection rating indicated.

1. Edge Construction: Provide edge construction with intumescent seals concealed by outer

stile. Comply with specified requirements for exposed edges.

2. Pairs: Provide fire-retardant stiles that are listed and labeled for applications indicated

without formed-steel edges and astragals. Provide stiles with concealed intumescent

seals. Comply with specified requirements for exposed edges.

C. Mineral-Core Doors:

1. Core: Noncombustible mineral product complying with requirements of referenced

quality standard and testing and inspecting agency for fire-protection rating indicated.

2. Blocking: Provide composite blocking with improved screw-holding capability approved

for use in doors of fire-protection ratings indicated as needed to eliminate through-bolting

hardware.

3. Edge Construction: At hinge stiles, provide laminated-edge construction with improved

screw-holding capability and split resistance. Comply with specified requirements for

exposed edges.

2.3 VENEERED-FACED DOORS FOR TRANSPARENT FINISH

A. Interior Solid-Core Doors:

1. Grade: Premium, with Grade AA faces.

2. Species: Match existing: Maple. Verify in field.

3. Cut: Plain sliced (flat sliced)

4. Match between Veneer Leaves: Book match.

5. Assembly of Veneer Leaves on Door Faces: Balance match.

6. Pair and Set Match: Provide for doors hung in same opening or separated only by

mullions.

7. Core: Particleboard: ANSI 4208.0, Grade LD-2.

8. Construction: Five or seven plies. Stiles and rails are bonded to core, then entire unit

abrasive planed before veneering.



2.4 LOUVERS AND LIGHT FRAMES

A. Metal Louvers:

1. Metal and Finish: Hot-dip galvanized steel, 0.040 inch (1.0 mm) thick, factory primed

for paint finish.

B. Wood-Veneered Beads for Light Openings in Fire-Rated Doors: Manufacturer's standard wood-

veneered noncombustible beads matching veneer species of door faces and approved for use in

doors of fire-protection rating indicated. Include concealed metal glazing clips where required

for opening size and fire-protection rating indicated.

2.5 FABRICATION

A. Factory fit doors to suit frame-opening sizes indicated. Comply with clearance requirements of

referenced quality standard for fitting unless otherwise indicated.

1. Comply with requirements in NFPA 80 for fire-rated doors.

B. Factory machine doors for hardware that is not surface applied.

C. Openings: Cut and trim openings through doors in factory.

1. Light Openings: Trim openings with moldings of material and profile indicated.

2. Glazing: Factory install glazing in doors indicated to be factory finished. Comply with

applicable requirements in Division 8 Section "Glazing."

3. Louvers: Factory install louvers in prepared openings.

2.6 FACTORY FINISHING

A. General: Comply with referenced quality standard for factory finishing. Complete fabrication,

including fitting doors for openings and machining for hardware that is not surface applied,

before finishing.

1. Finish faces, all four edges, edges of cutouts, and mortises. Stains and fillers may be

omitted on[ top and] bottom edges, edges of cutouts, and mortises.

B. Finish doors at factory.

C. Transparent Finish:

1. Grade: Premium

2. Finish: Match Existing, Submit manufactures full range for selection.

PART 3 - EXECUTION

3.1 INSTALLATION

A. Hardware: For installation, see Division 8 Section "Door Hardware."



B. Installation Instructions: Install doors to comply with manufacturer's written instructions and

the referenced quality standard, and as indicated.

1. Install fire-rated doors in corresponding fire-rated frames according to NFPA 80.

C. Job-Fitted Doors: Align and fit doors in frames with uniform clearances and bevels; do not trim

stiles and rails in excess of limits set by manufacturer or permitted for fire-rated doors.

Machine doors for hardware. Seal edges of doors, edges of cutouts, and mortises after fitting

and machining.

1. Clearances: Provide 1/8 inch at heads, jambs, and between pairs of doors. Provide 1/8

inch from bottom of door to top of decorative floor finish or covering unless otherwise

indicated. Where threshold is shown or scheduled, provide 1/4 inch from bottom of door

to top of threshold unless otherwise indicated.

a. Comply with NFPA 80 for fire-rated doors.

D. Factory-Fitted Doors: Align in frames for uniform clearance at each edge.

E. Factory-Finished Doors: Restore finish before installation if fitting or machining is required at

Project site.


BMA Architects, P.C.. 1496-15

ROLLING GRILLES 083300 - 1

SECTION 083300

ROLLING GRILLES

PART 1 GENERAL

1.1 Refer to attached Cut Sheets for Selected Basis of Design Rolling Grill System.


CRESTWOOD INDUSTRIAL PARKMOUNTAINTOP, PA 18707PHONE (570) 474-6773WWW.CORNELLIRON.COM

LEED® RECYCLED CONTENT INFO FOR JOB:621.0 Lbs. - Total Weight of All Units74.0 Lbs., 11.9% - Post Consumer Content108.0 Lbs., 17.4% - Post Industrial Content182.0 Lbs., 29.3% - Total Recycled Content

DATE: 4/23/2015

PROJECT: MCCLOCATION: Meskegon, MI

DEALER: PARTITION SYSTEMS, INC. PHONE: 616-696-1300ADDRESS: 12165 Northland Drive Cedar Springs, MI 49319ATTN: Scott Baker CORNELL #: E949641 - Submittal

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NON-STRUCTURAL METAL FRAMING 092216 - 1

SECTION 092216 - NON-STRUCTURAL METAL FRAMING

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes non-load-bearing steel framing members for the following applications:

1. Interior framing systems (e.g., supports for partition walls, framed soffits, furring, etc.).

2. Interior suspension systems (e.g., supports for ceilings, suspended soffits, etc.).

1.2 SUBMITTALS



A. Fire-Test-Response Characteristics: Provide materials and construction identical to those tested

in assembly indicated according to ASTM E 119 by a testing and inspection agency.

PART 2 - PRODUCTS

2.1 NON-LOAD-BEARING STEEL FRAMING, GENERAL

A. Framing Members, General: Comply with ASTM C 754 for conditions indicated.

1. Steel Sheet Components: Comply with ASTM C 645 requirements for metal, unless

otherwise indicated.

2.2 SUSPENSION SYSTEM COMPONENTS

A. Tie Wire: ASTM A 641/A 641M, Class 1 zinc coating, soft temper, 0.0625-inch- (1.59-mm-)

diameter wire, or double strand of 0.0475-inch- (1.21-mm-) diameter wire.

B. Hanger Attachments to Concrete:

1. Anchors: Fabricated from corrosion-resistant materials with holes or loops for attaching

wire hangers and capable of sustaining, without failure, a load equal to 5 times that

imposed by construction as determined by testing according to ASTM E 488 by an

independent testing agency.

2. Powder-Actuated Fasteners: Suitable for application indicated, fabricated from

corrosion-resistant materials with clips or other devices for attaching hangers of type

indicated, and capable of sustaining, without failure, a load equal to 10 times that

imposed by construction as determined by testing according to ASTM E 1190 by an




C. Wire Hangers: ASTM A 641/A 641M, Class 1 zinc coating, soft temper, 0.162-inch (4.12-mm)

diameter.

D. Carrying Channels: Cold-rolled, commercial-steel sheet with a base-metal thickness of 0.0538

inch (1.37 mm) and minimum 1/2-inch- (12.7-mm-) wide flanges.

E. Furring Channels (Furring Members):

1. Cold-Rolled Channels: 0.0538-inch (1.37-mm) bare-steel thickness, with minimum 1/2-

inch- (12.7-mm-) wide flanges, 3/4 inch (19.1 mm) deep.

2. Hat-Shaped, Rigid Furring Channels: ASTM C 645, 7/8 inch (22.2 mm) deep.

F. Grid Suspension System for Ceilings: ASTM C 645, direct-hung system composed of main

beams and cross-furring members that interlock.

2.3 STEEL FRAMING FOR FRAMED ASSEMBLIES

A. Steel Studs and Runners: ASTM C 645.

1. Minimum Base-Metal Thickness: 0.0359 inch

2. Depth: As indicated on Drawings.

B. Cold-Rolled Furring Channels: 0.0538-inch (1.37-mm) bare-steel thickness, with minimum

1/2-inch- (12.7-mm-) wide flanges.

1. Depth: 3/4 inch (19.1 mm).

2.4 AUXILIARY MATERIALS

A. Fasteners for Metal Framing: Of type, material, size, corrosion resistance, holding power, and

other properties required to fasten steel members to substrates.

B. Isolation Strip at Exterior Walls: Provide one of the following:

1. Asphalt-Saturated Organic Felt: ASTM D 226, Type I (No. 15 asphalt felt),

nonperforated.

2. Foam Gasket: Adhesive-backed, closed-cell vinyl foam strips that allow fastener

penetration without foam displacement, 1/8 inch (3.2 mm) thick, in width to suit steel

stud size.

PART 3 - EXECUTION

3.1 INSTALLATION, GENERAL

A. Installation Standard: ASTM C 754, except comply with framing sizes and spacing indicated.

1. Gypsum Board Assemblies: Also comply with requirements in ASTM C 840 that apply

to framing installation.



3.2 INSTALLING SUSPENSION SYSTEMS

A. Isolate suspension systems from building structure where they abut or are penetrated by

building structure to prevent transfer of loading imposed by structural movement.

B. Suspend hangers from building structure as follows:

1. Install hangers plumb and free from contact with insulation or other objects within ceiling

plenum that are not part of supporting structural or suspension system.

a. Splay hangers only where required to miss obstructions and offset resulting

horizontal forces by bracing, countersplaying, or other equally effective means.

2. Where width of ducts and other construction within ceiling plenum produces hanger

spacings that interfere with locations of hangers required to support standard suspension

system members, install supplemental suspension members and hangers in the form of

trapezes or equivalent devices.

3. Do not attach hangers to steel roof deck.

4. Do not attach hangers to permanent metal forms. Furnish cast-in-place hanger inserts

that extend through forms.

5. Do not attach hangers to rolled-in hanger tabs of composite steel floor deck.

6. Do not connect or suspend steel framing from ducts, pipes, or conduit.

C. Fire-Resistance-Rated Assemblies: Wire tie furring channels to supports.

D. Grid Suspension Systems: Attach perimeter wall track or angle where grid suspension systems

meet vertical surfaces. Mechanically join main beam and cross-furring members to each other

and butt-cut to fit into wall track.

3.3 INSTALLING FRAMED ASSEMBLIES

A. Where studs are installed directly against exterior masonry walls or dissimilar metals at exterior

walls, install isolation strip between studs and exterior wall.

B. Install studs so flanges within framing system point in same direction.

1. Space studs as follows:

a. Single-Layer Application: 16 inches (406 mm) o.c., unless otherwise indicated.

b. Tile backing panels: [16 inches (406 mm)] [400 mm] o.c., unless otherwise

indicated.

C. Install tracks (runners) at floors and overhead supports. Extend framing full height to structural

supports or substrates above suspended ceilings, except where partitions are indicated to

terminate at suspended ceilings. Continue framing around ducts penetrating partitions above

ceiling.

1. Slip-Type Head Joints: Where framing extends to overhead structural supports, install to

produce joints at tops of framing systems that prevent axial loading of finished

assemblies.

2. Door Openings: Screw vertical studs at jambs to jamb anchor clips on door frames;

install runner track section (for cripple studs) at head and secure to jamb studs.

a. Install two studs at each jamb, unless otherwise indicated.



b. Install cripple studs at head adjacent to each jamb stud, with a minimum 1/2-inch

(12.7-mm) clearance from jamb stud to allow for installation of control joint in

finished assembly.

c. Extend jamb studs through suspended ceilings and attach to underside of overhead

structure.

3. Other Framed Openings: Frame openings other than door openings the same as required

for door openings, unless otherwise indicated. Install framing below sills of openings to

match framing required above door heads.

4. Fire-Resistance-Rated Partitions: Install framing to comply with fire-resistance-rated

assembly indicated and support closures and to make partitions continuous from floor to

underside of solid structure.

5. Sound-Rated Partitions: Install framing to comply with sound-rated assembly indicated.

6. Curved Partitions:

a. Bend track to uniform curve and locate straight lengths so they are tangent to arcs.

b. Begin and end each arc with a stud, and space intermediate studs equally along

arcs. On straight lengths of not less than 2 studs at ends of arcs, place studs 6

inches (150 mm) o.c.

D. Installation Tolerance: Install each framing member so fastening surfaces vary not more than

1/8 inch (3 mm) from the plane formed by faces of adjacent framing.



GYPSUM BOARD 092900 - 1

SECTION 092900 - GYPSUM BOARD

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes the following:

1. Interior gypsum board.

1.2 SUBMITTALS


B. Samples: For the following products:

1. Trim Accessories: Full-size Sample in 12-inch- (300-mm-) long length for each trim

accessory indicated.


A. Fire-Resistance-Rated Assemblies: For fire-resistance-rated assemblies, provide materials and

construction identical to those tested in assembly indicated according to ASTM E 119 by an


PART 2 - PRODUCTS

2.1 INTERIOR GYPSUM BOARD

A. General: Complying with ASTM C 36/C 36M or ASTM C 1396/C 1396M, as applicable to

type of gypsum board indicated and whichever is more stringent.

1. Available Manufacturers: Subject to compliance with requirements, manufacturers

offering products that may be incorporated into the Work include, but are not limited to,

the following:

a. American Gypsum Co.

b. BPB America Inc.

c. G-P Gypsum.

d. Lafarge North America Inc.

e. National Gypsum Company.

f. PABCO Gypsum.

g. Temple.

h. USG Corporation.

B. Regular Type:

1. Thickness: 5/8 inch (12.7 mm).

2. Long Edges: Tapered.



C. Type X:



D. Ceiling Type: Manufactured to have more sag resistance than regular-type gypsum board.



E. Abuse-Resistant Type: Manufactured to produce greater resistance to surface indentation,

through-penetration (impact resistance), and abrasion than standard, regular-type and Type X

gypsum board.

1. Core: 5/8 inch (15.9 mm), Type X.


3. PROVIDE AT ALL AREAS TO RECEIVE 5/8” GYPSUM TO A HEIGHT OF 4’-0”

A.F.F., EXCEPT ON THE CONDITION THAT GYPSUM IS COVERED WITH

CASEWORK. REFER TO DRAWING DOCUMENTS.

F. Moisture- and Mold-Resistant Type: With moisture- and mold-resistant core and surfaces.

1. Core: 5/8 inch (15.9 mm), Type X.


2.2 TRIM ACCESSORIES

A. Interior Trim: ASTM C 1047.

1. Material: Galvanized or aluminum-coated steel sheet, rolled zinc, plastic, or paper-faced

galvanized steel sheet

2. Shapes:

a. Cornerbead.

b. LC-Bead: J-shaped; exposed long flange receives joint compound.

c. L-Bead: L-shaped; exposed long flange receives joint compound.

d. Expansion (control) joint.

B. Exterior Trim: ASTM C 1047.

2.3 JOINT TREATMENT MATERIALS

A. General: Comply with ASTM C 475/C 475M.

B. Joint Tape:

1. Interior Gypsum Wallboard: Paper.

2. Exterior Gypsum Soffit Board: Paper.

3. Glass-Mat Gypsum Sheathing Board: 10-by-10 glass mesh.

4. Tile Backing Panels: As recommended by panel manufacturer.

C. Joint Compound for Interior Gypsum Wallboard: For each coat use formulation that is

compatible with other compounds applied on previous or for successive coats.

1. Prefilling: At open joints and damaged surface areas, use setting-type taping compound.

2. Embedding and First Coat: For embedding tape and first coat on joints, fasteners, and

trim flanges, use setting-type taping compound.



3. Fill Coat: For second coat, use setting-type, sandable topping compound.

4. Finish Coat: For third coat, use setting-type, sandable topping compound.

D. Joint Compound for Exterior Applications:

1. Exterior Gypsum Soffit Board: Use setting-type taping compound and setting-type,

sandable topping compound.

2. Glass-Mat Gypsum Sheathing Board: As recommended by sheathing board

manufacturer.

E. Joint Compound for Tile Backing Panels:

1. Water-Resistant Gypsum Backing Board: Use setting-type taping compound and setting-

type, sandable topping compound.

2. Glass-Mat, Water-Resistant Backing Panel: As recommended by backing panel

manufacturer.

3. Cementitious Backer Units: As recommended by backer unit manufacturer.

2.4 AUXILIARY MATERIALS

A. General: Provide auxiliary materials that comply with referenced installation standards and

manufacturer's written recommendations.

B. Laminating Adhesive: Adhesive or joint compound recommended for directly adhering gypsum

panels to continuous substrate.

C. Steel Drill Screws: ASTM C 1002, unless otherwise indicated.

D. Sound Attenuation Blankets: ASTM C 665, Type I (blankets without membrane facing)

produced by combining thermosetting resins with mineral fibers manufactured from glass, slag

wool, or rock wool.

1. Fire-Resistance-Rated Assemblies: Comply with mineral-fiber requirements of assembly.

E. Acoustical Sealant: As specified in Division 7 Section "Joint Sealants."

F. Thermal Insulation: As specified in Division 7 Section "Building Insulation."

G. Vapor Retarder: As specified in Division 7 Section "Building Insulation."

PART 3 - EXECUTION

3.1 APPLYING AND FINISHING PANELS, GENERAL

A. Comply with ASTM C 840.

B. Examine panels before installation. Reject panels that are wet, moisture damaged, and mold

damaged.

C. Isolate perimeter of gypsum board applied to non-load-bearing partitions at structural

abutments, except floors. Provide 1/4- to 1/2-inch- (6.4- to 12.7-mm-) wide spaces at these



locations, and trim edges with edge trim where edges of panels are exposed. Seal joints

between edges and abutting structural surfaces with acoustical sealant.

3.2 APPLYING EXTERIOR GYPSUM PANELS FOR CEILINGS AND SOFFITS

A. Apply panels perpendicular to supports, with end joints staggered and located over supports.

1. Install with 1/4-inch (6.4-mm) open space where panels abut other construction or

structural penetrations.

2. Fasten with corrosion-resistant screws.

3.3 INSTALLING TRIM ACCESSORIES

A. General: For trim with back flanges intended for fasteners, attach to framing with same

fasteners used for panels. Otherwise, attach trim according to manufacturer's written

instructions.

B. Control Joints: Install control according to ASTM C 840 and in specific locations approved by

Architect for visual effect.

3.4 FINISHING GYPSUM BOARD

A. General: Treat gypsum board joints, interior angles, edge trim, control joints, penetrations,

fastener heads, surface defects, and elsewhere as required to prepare gypsum board surfaces for

decoration. Promptly remove residual joint compound from adjacent surfaces.

B. Prefill open joints and damaged surface areas.

C. Apply joint tape over gypsum board joints, except those with trim having flanges not intended

for tape.

D. Gypsum Board Finish Levels: Finish panels to levels indicated below and according to ASTM

C 840:

1. Level 1: Ceiling plenum areas, concealed areas, and where indicated.

2. Level 4: At panel surfaces that will be exposed to view, unless otherwise indicated.

3.5 PROTECTION

A. Protect installed products from damage from weather, condensation, direct sunlight,

construction, and other causes during remainder of the construction period.

B. Remove and replace panels that are wet, moisture damaged, and mold damaged.

1. Indications that panels are wet or moisture damaged include, but are not limited to,

discoloration, sagging, or irregular shape.

2. Indications that panels are mold damaged include, but are not limited to, fuzzy or

splotchy surface contamination and discoloration.



ACOUSTICAL PANEL CEILINGS 095113 - 1

SECTION 095113 - ACOUSTICAL PANEL CEILINGS

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes acoustical panels and exposed suspension systems for ceilings.

1.2 SUBMITTALS



A. Fire-Test-Response Characteristics:

1. Fire-Resistance Characteristics: Where indicated, provide acoustical panel ceilings

identical to those of assemblies tested for fire resistance per ASTM E 119 by UL or

another testing and inspecting agency acceptable to authorities having jurisdiction.

a. Identify materials with appropriate markings of applicable testing and inspecting

agency.

2. Surface-Burning Characteristics: Acoustical panels complying with ASTM E 1264 for

Class A materials, when tested per ASTM E 84.

a. Smoke-Developed Index: 450 or less.

1.4 EXTRA MATERIALS

A. Furnish extra materials described below that match products installed and that are packaged

with protective covering for storage and identified with labels describing contents.

1. Acoustical Ceiling Panels: Full-size panels equal to 2.0 percent of quantity installed.

2. Suspension System Components: Quantity of each exposed component equal to 2.0

percent of quantity installed.

PART 2 - PRODUCTS

2.1 ACOUSTICAL PANEL CEILINGS, GENERAL

A. Acoustical Panel Standard: Comply with ASTM E 1264.

B. Metal Suspension System Standard: Comply with ASTM C 635.

C. Wire Hangers, Braces, and Ties: Zinc-coated carbon-steel wire; ASTM A 641/A 641M, Class 1

zinc coating, soft temper.



1. Size: Select wire diameter so its stress at 3 times hanger design load (ASTM C 635,

Table 1, "Direct Hung") will be less than yield stress of wire, but provide not less than

0.106-inch- (2.69-mm-) diameter wire.

D. Metal Edge Moldings and Trim: Type and profile indicated or, if not indicated, manufacturer's

standard moldings for edges and penetrations that comply with seismic design requirements;

formed from sheet metal of same material, finish, and color as that used for exposed flanges of

suspension system runners.

2.2 ACOUSTICAL PANELS AND SUSPENSION SYSTEM FOR ACOUSTICAL PANEL CEILING

A. Basis-of-Design Product: Subject to compliance with requirements, provide the product

indicated in the schedule at the end of this section.

PART 3 - EXECUTION

3.1 INSTALLATION

A. Measure each ceiling area and establish layout of acoustical panels to balance border widths at

opposite edges of each ceiling. Avoid using less-than-half-width panels at borders.

B. Suspend ceiling hangers from building's structural members, plumb and free from contact with

insulation or other objects within ceiling plenum. Splay hangers only where required to miss

obstructions; offset resulting horizontal forces by bracing, countersplaying, or other equally

effective means. Where width of ducts and other construction within ceiling plenum produces

hanger spacings that interfere with location of hangers, use trapezes or equivalent devices.

When steel framing does not permit installation of hanger wires at spacing required, install

carrying channels or other supplemental support for attachment of hanger wires.

C.

1. Do not support ceilings directly from permanent metal forms or floor deck; anchor into

concrete slabs.

2. Do not attach hangers to steel deck tabs or to steel roof deck.

D. Install edge moldings and trim of type indicated at perimeter of acoustical ceiling area and

where necessary to conceal edges of acoustical panels. Screw attach moldings to substrate at

intervals not more than 16 inches (400 mm) o.c. and not more than 3 inches (75 mm) from ends,

leveling with ceiling suspension system to a tolerance of 1/8 inch in 12 feet (3.2 mm in 3.6 m).

Miter corners accurately and connect securely.

E. Install suspension system runners so they are square and securely interlocked with one another.

Remove and replace dented, bent, or kinked members.

F. Install acoustical panels with undamaged edges and fit accurately into suspension system

runners and edge moldings. Scribe and cut panels at borders and penetrations to provide a neat,

precise fit.



3.2 ACOUSTICAL PANEL SCHEDULE

A. Refer to drawing documents for specified ceiling tiles.


INTERIOR PAINTING 099123 - 1

SECTION 099123 - INTERIOR PAINTING

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes surface preparation and the application of paint systems on the following

interior substrates:

1. Concrete.

2. Concrete masonry units (CMU).

3. Steel.

4. Galvanized metal.

5. Gypsum board.

1.2 SUBMITTALS


B. Samples: For each finish and for each color and texture required.


A. MPI Standards:

1. Products: Complying with MPI standards indicated and listed in "MPI Approved

Products List."

2. Preparation and Workmanship: Comply with requirements in "MPI Architectural

Painting Specification Manual" for products and paint systems indicated.

1.4 EXTRA MATERIALS

A. Furnish extra materials described below that are from same production run (batch mix) as

materials applied and that are packaged for storage and identified with labels describing

contents.

1. Quantity: Furnish an additional 5 percent, but not less than 1 gal. (3.8 L) of each material

and color applied.



PART 2 - PRODUCTS

2.1 PAINT, GENERAL

A. Material Compatibility:

1. Provide materials for use within each paint system that are compatible with one another

and substrates indicated, under conditions of service and application as demonstrated by

manufacturer, based on testing and field experience.

2. For each coat in a paint system, provide products recommended in writing by

manufacturers of topcoat for use in paint system and on substrate indicated.

B. Chemical Components of Field-Applied Interior Paints and Coatings: Provide products that

comply with the following limits for VOC content, exclusive of colorants added to a tint base,

when calculated according to 40 CFR 59, Subpart D (EPA Method 24) and the following

chemical restrictions; these requirements do not apply to primers or finishes that are applied in a

fabrication or finishing shop:

1. Flat Paints and Coatings: VOC content of not more than 50 g/L.

2. Nonflat Paints and Coatings: VOC content of not more than 150 g/L.

3. Aromatic Compounds: Paints and coatings shall not contain more than 1.0 percent by

weight of total aromatic compounds (hydrocarbon compounds containing one or more

benzene rings).

4. Restricted Components: Paints and coatings shall not contain any of the following:

a. Acrolein.

b. Acrylonitrile.

c. Antimony.

d. Benzene.

e. Butyl benzyl phthalate.

f. Cadmium.

g. Di (2-ethylhexyl) phthalate.

h. Di-n-butyl phthalate.

i. Di-n-octyl phthalate.

j. 1,2-dichlorobenzene.

k. Diethyl phthalate.

l. Dimethyl phthalate.

m. Ethylbenzene.

n. Formaldehyde.

o. Hexavalent chromium.

p. Isophorone.

q. Lead.

r. Mercury.

s. Methyl ethyl ketone.

t. Methyl isobutyl ketone.

u. Methylene chloride.

v. Naphthalene.

w. Toluene (methylbenzene).

x. 1,1,1-trichloroethane.



y. Vinyl chloride.

2.2 BLOCK FILLERS

A. Interior/Exterior Latex Block Filler: MPI #4.

2.3 PRIMERS/SEALERS

A. Interior Latex Primer/Sealer: MPI #50.

B. Interior Alkyd Primer/Sealer: MPI #45.

C. Wood-Knot Sealer: Sealer recommended in writing by topcoat manufacturer for use in paint

systems indicated.

2.4 METAL PRIMERS

A. Alkyd Anticorrosive Metal Primer: MPI #79.

B. Quick-Drying Alkyd Metal Primer: MPI #76.

C. Rust-Inhibitive Primer (Water Based): MPI #107.

D. Cementitious Galvanized-Metal Primer: MPI #26.

2.5 WOOD PRIMERS

A. Interior Latex-Based Wood Primer: MPI #39.

2.6 LATEX PAINTS

A. High-Performance Architectural Latex (Satin): MPI #140 (Gloss Level 4).

B. High-Performance Architectural Latex (Semigloss): MPI #141 (Gloss Level 5).

C. Exterior Latex (Flat): MPI #10 (Gloss Level 1).

D. Exterior Latex (Gloss): MPI #119 (Gloss Level 6, except minimum gloss of 65 units at 60 deg).

2.7 ALKYD PAINTS

A. Interior Alkyd (Semigloss): MPI #47 (Gloss Level 5).



2.8 QUICK-DRYING ENAMELS

A. Quick-Drying Enamel (Semigloss): MPI #81 (Gloss Level 5).

2.9 DRY FOG/FALL COATINGS

A. Waterborne Dry Fall: MPI #133.

2.10 FLOOR COATINGS

A. Interior/Exterior Clear Concrete Floor Sealer (Solvent Based): MPI #104.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Examine substrates and conditions, with Applicator present, for compliance with requirements

for maximum moisture content and other conditions affecting performance of work.

B. Maximum Moisture Content of Substrates: When measured with an electronic moisture meter

as follows:

1. Concrete: 12 percent.

2. Masonry (Clay and CMU): 12 percent.

3. Wood: 15 percent.

4. Gypsum Board: 12 percent.

5. Plaster: 12 percent.

C. Verify suitability of substrates, including surface conditions and compatibility with existing

finishes and primers.

D. Begin coating application only after unsatisfactory conditions have been corrected and surfaces

are dry.

1. Beginning coating application constitutes Contractor's acceptance of substrates and

conditions.

3.2 PREPARATION AND APPLICATION

A. Comply with manufacturer's written instructions and recommendations in "MPI Architectural

Painting Specification Manual" applicable to substrates indicated.

B. Clean substrates of substances that could impair bond of paints, including dirt, oil, grease, and

incompatible paints and encapsulants.



1. Remove incompatible primers and reprime substrate with compatible primers as required

to produce paint systems indicated.

C. Apply paints to produce surface films without cloudiness, spotting, holidays, laps, brush marks,

roller tracking, runs, sags, ropiness, or other surface imperfections. Cut in sharp lines and color

breaks.

D. Painting Mechanical and Electrical Work: Paint items exposed in equipment rooms and

occupied spaces including, but not limited to, the following:

1. Mechanical Work:

a. Uninsulated metal piping.

b. Uninsulated plastic piping.

c. Pipe hangers and supports.

d. Tanks that do not have factory-applied final finishes.

e. Visible portions of internal surfaces of metal ducts, without liner, behind air inlets

and outlets.

f. Duct, equipment, and pipe insulation having cotton or canvas insulation covering

or other paintable jacket material.

g. Mechanical equipment that is indicated to have a factory-primed finish for field

painting.

2. Electrical Work:

a. Switchgear.

b. Panelboards.

c. Electrical equipment that is indicated to have a factory-primed finish for field

painting.

E. Protect work of other trades against damage from paint application. Correct damage to work of

other trades by cleaning, repairing, replacing, and refinishing, as approved by Architect, and

leave in an undamaged condition.

F. At completion of construction activities of other trades, touch up and restore damaged or

defaced painted surfaces.

3.3 INTERIOR PAINTING SCHEDULE

A. Concrete Substrates, Nontraffic Surfaces:

1. Latex System: MPI INT 3.1E.

a. Prime Coat: Interior latex matching topcoat.

b. Intermediate Coat: Interior latex matching topcoat.

c. Topcoat: Interior latex (satin).

B. Concrete Substrates, Traffic Surfaces:



1. Clear Sealer System: MPI INT 3.2F.

a. First Coat: Interior/exterior clear concrete floor sealer (solvent based).

b. Topcoat: Interior/exterior clear concrete floor sealer (solvent based).

C. CMU Substrates:

1. High-Performance Architectural Latex System: MPI INT 4.2D.

a. Prime Coat: Interior/exterior latex block filler.

b. Intermediate Coat: High-performance architectural latex matching topcoat.

c. Topcoat: High-performance architectural latex (Sherwin Williams- Pro Mar 200,

(semigloss) as Basis of Design).

D. Steel Substrates:

1. Water-Based Dry-Fall System: MPI INT 5.1C.

a. Prime Coat: Quick-drying alkyd metal primer.

b. Topcoat: Waterborne dry fall.

2. Alkyd System: MPI INT 5.1E.

a. Prime Coat: Alkyd anticorrosive metal primer.

b. Intermediate Coat: Interior alkyd matching topcoat.

c. Topcoat: Interior alkyd semigloss.

E. Galvanized-Metal Substrates:

1. Alkyd System: MPI INT 5.3C.

a. Prime Coat: Cementitious galvanized-metal primer.

b. Intermediate Coat: Interior alkyd matching topcoat.

c. Topcoat: Interior alkyd (semigloss).

F. Gypsum Board Substrates:

1. High-Performance Architectural Latex System: MPI INT 9.2B.

a. Prime Coat: Interior latex primer/sealer.

b. Intermediate Coat: High-performance architectural latex matching topcoat.

c. Topcoat: High-performance architectural latex satin (Sherwin Williams- Pro Mar

200, (semigloss) as Basis of Design).

G. Walls at Toilet Rooms and Kitchens:

1. High performance epoxy coating system.

a. Water based epoxy MPI #115.

H. Steel Doors and Frames



1. Interior alkyd (semi-gloss) MPI #47.

3.4 PAINT COLOR SCHEDULE:

Sherwin-Williams SW6140 Moderate White, semi gloss for the kitchen and egg shell

for the Lactate Room. Approved Equal - O’Leary Paint, match SW color.



FOOD SERVICE EQUIPMENT 114000 - 1

SECTION 114000 – FOOD SERVICE EQUIPMENT

PART 1 - GENERAL

1.1 Please refer to the attached cut sheets for selected equipment.

NOTE:

All equipment will be pre-purchased by the Owner, stored on site and available for construction as

indicated on project schedule. General Contractor shall coordinate all installation and hookups as

applicable. Refer to drawing documents for Owners Mechanical, Electrical and Plumbing

contractors to be utilized as required.


: Project: :Muskegon Community College221 Quarterline RoadMuskegon, MI 49442

13MCC_Delfield Stafford Smith, Inc.Mike Van de Bogert220 Lyon NWSuite 440Grand Rapids, MI 49503(616) 942‐2100 3201 (Contact)

Item Qty Description Sell Sell Total

1 1 ea COLD PAN SERVING COUNTER $5,198.04 $5,198.04Delfield Model No. SCSC‐74‐B Shelleysteel™ Cold Food Serving Counter, 65" x 21.62" x 7" deepBloomington style cold pan, drain with valve, reinforced stainless steelenclosed base, 5" casters, self‐contained refrigeration, R404A, 1/4 hp,cUL, UL, NSF

1 ea 36" standard height1 ea 115v/60/1‐ph, 7.0 amps, NEMA 5‐15P, standard1 ea B‐74 Tray slide1 ea F‐LINE UP F‐line up connector1 ea KS‐74 Sneeze Guard, single service, flip‐up $797.40 $797.40

ITEM TOTAL: $5,995.441A 1 ea COLD PAN SERVING COUNTER $5,859.36 $5,859.36

Delfield Model No. SCSC‐74‐B Shelleysteel™ Cold Food Serving Counter, 65" x 21.62" x 7" deepBloomington style cold pan, drain with valve, reinforced stainless steelenclosed base, 5" casters, self‐contained refrigeration, R404A, 1/4 hp,cUL, UL, NSF

1 ea 36" standard height1 ea 115v/60/1‐ph, 7.0 amps, NEMA 5‐15P, standard1 ea B‐74 Tray slide1 ea F‐LINE UP F‐line up connector1 ea B‐74 Tray slide1 ea KD‐74 Sneeze Guard, double service, flip‐up $1,092.24 $1,092.24

ITEM TOTAL: $6,951.602 1 ea UTILITY SERVING COUNTER $4,295.16 $4,295.16

Delfield Model No. SC‐60‐NU Shelleysteel™ Solid Top Serving Counter, 60" long, 14 gauge stainlesssteel counter top, enclosed base, 5" swivel casters, NSF

1 ea SG20‐A Refrigerated understorage only, fits in 60" or longer units, singledoor, with 1/4 hp condensing unit

3 1 ea CASH REGISTER STAND $3,872.88 $3,872.88

Quote04/23/2015

13MCC_Delfield Muskegon Community CollegeInitial: ______

Page 1 of 4

skennedy

Text Box

Single sided salad bar; sufficient for new operation

skennedy

Text Box

Double sided salad bar; more versatile for future use; preferred.

skennedy

Text Box

PICK ONE SALAD BAR

skennedy

Line

skennedy

Line

skennedy

Text Box

Placed next to salad bar, to hold soup crock and dishware


Delfield Model No. SCS‐50 Shelleysteel™ Cashier Counter, 50" deep, stainless steel top, lockingcash drawer, shelf, & base, 5" swivel casters, NSF

2 ea B‐50 Tray Slide, 12", V fold‐down, 14 gauge stainless steel1 ea Q‐115 115 volt outlet1 ea SG5E Intermediate shelf.

4 1 ea DISHWASHER, DOOR TYPE $11,510.10 $11,510.10Champion Model No. DH‐5000‐DV Genesis Dishwasher, door type, high temperature, direct vent systemincluding fan, built in rinse sentry booster for 40‐70° rise, fieldconvertible from straight through to corner, field convertible fromsingle phase to three phase, auto start when hood is closed, singlepoint electrical connection, 1 hp self draining pump & motor, 46racks/hour capacity, automatic tank fill, detergent/chemicalconnections, interchangeable upper and lower spray arms, automaticdrain valve, vent fan control, bottom mounted digital controls,mounted PRV, sloped hood, stainless steel construction , NSF, cULus,ENERGY STAR®

1 ea One year limited warranty, standard1 ea 208v/60/3‐ph1 ea Straight‐through design application1 ea Drain water tempering kit (mounted at factory) $747.50 $747.501 ea Shock arrestor (unmounted) $49.61 $49.611 ea Door interlock switch (locks doors closed during the vent fan cycle) $214.99 $214.99

ITEM TOTAL: $12,522.205 1 ea DISHWASHER, DOOR TYPE $3,767.24 $3,767.24

Champion Model No. DL‐2000 Dishwasher, door type, low temperature, 40 racks/160 covers per hourcapacity, top mount controls with built‐in chemical pumps, autostart/stop, auto‐fill, convertible corner to straight & straight to corner,self‐draining pump, 17" tall door opening, electric tank heat, scrap traydrain, stainless steel construction, 1HP, 16 amps, 115V/60Hz/1‐ph, NSF,ETL, UL, cUL

6 1 ea THREE (3) COMPARTMENT SINK $1,707.30 $1,707.30Advance Tabco Model No. 9‐3‐54‐18RL Regaline Sink, 3‐compartment, with left & right‐hand drainboards, 20"front‐to‐back x 16" wide sink compartments, 12" deep, with 8" highsplash, stainless steel open frame base, side crossrails, 18" drainboards,1" adjustable bullet feet, 18 gauge 304 series stainless steel, overall 27"F/B x 91" L/R, NSF

1 ea DTA‐55 Column notch (includes splash)

7 1 ea FAUCET $108.21 $108.21T&S Brass Model No. B‐0230 Sink Mixing Faucet, 18" swing nozzle, wall mounted, 8" centers on sinkfaucet, with 1/2" IPS eccentric flanged female inlets, lever handles

Stafford Smith, Inc. 04/23/2015


Page 2 of 4

skennedy

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Double sided cashier stand

skennedy

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High temp, direct vent dishwasher; recommended.

skennedy

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Low temp, chemical sanitizing dishwasher.

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PICK ONE DISHWASHER

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Merchandise $46,466.45Freight $1,795.97Installation $1,540.00Total $49,802.42

1 ea B‐0230‐K Installation Kit , (2) 1/2" NPT nipples, lock nuts and washers,(2) short "Ell" 1/2" NPT female x male

$23.60 $23.60

ITEM TOTAL: $131.818 1 ea WORK COUNTER $2,187.78 $2,187.78

Advance Tabco Model No. HB‐SS‐305M Work Table, cabinet base with hinged doors, 30" wide, 14 gauge 304series stainless steel top, without splash, 60" long, stainless steel bulletfeet, with midshelf, NSF, NSF

1 st TA‐255P Casters, 5", threaded stem, for cabinet base units, 300 lbcapacity per caster, set of (4) (2 braked), 1/2‐13 x 3/4" thread

9 1 ea WORK COUNTER $2,325.54 $2,325.54Advance Tabco Model No. HB‐SS‐306M Work Table, cabinet base with hinged doors, 30" wide, 14 gauge 304series stainless steel top, without splash, 72" long, stainless steel bulletfeet, with midshelf, NSF, NSF

1 st TA‐255P Casters, 5", threaded stem, for cabinet base units, 300 lbcapacity per caster, set of (4) (2 braked), 1/2‐13 x 3/4" thread

10 1 ea HEATED CABINET, MOBILE $2,457.50 $2,457.50Cres Cor Model No. H‐135‐SUA‐11 Cabinet, Mobile Heated, insulated, bottom‐mount heater assembly,recessed push/pull handles, magnetic latch, (11) sets chrome platedwire, 4‐1/2" centers, adjustable 1‐1/2" centers, dutch doors, anti‐microbial latches, analog thermometer, (4) 5" swivel casters (2) braked,stainless steel construction, 1500watt, CSA

1 ea Standard Warranty: 1 yr labor, 2 yrs parts warranty1 ea 120v/60/1‐ph, 12.6 amps, standard1 ea Right‐hand door swing, standard1 ea 1056‐002 Corner Bumpers, add 2" to O.A. dimensions, non‐marking, gray $114.91 $114.911 ea 1087‐122 Push Handle $137.09 $137.09

ITEM TOTAL: $2,709.5010 1 ea DELIVERY AND SET

Custom Model No. CUSTOM We will receive the equipment, uncrate, assemble, deliver to job siteand set in place. If you want the dish washer installed we will have tomake a visit to see all that is required.

TERMS: Upon receipt of application and credit approval, terms are as follows: Signed order,

50% down payment with net balance due upon receipt of invoice unless prior arrangements have

been made with our credit department. Progressive payments will be due in full upon receipt of

invoice. This includes items shipped by the manufacturer to Stafford-Smith for storage and is not

conditional upon being installed, mechanically connected or operational. You are welcome to inspect

all stored materials.

Stafford-Smith, Inc. shall retain security interest in all equipment, parts, small wares,

accessories, attachments, additions, and any replacements of the above that have been installed,



Page 3 of 4

skennedy

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To hold fountain pop and coffee

skennedy

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To hold fountain pop and coffee

skennedy

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Both needed if BISTRO cabinets cannot be suitably retrofitted for this purpose

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Wish list item to replace current (old) hot cabinet used for catering; not necessary for new serving area

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This price reflects ALL equipment quoted... the price will reduce dramatically depending upon dishwasher and salad bar selection, and if BISTRO cabinetry can be used for a beverage counter, and if it is decided not to purchase the heated cabinet.

skennedy

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Will obtain new quote once selections are made

Acceptance: Date:Printed Name:

affixed to or used in connection with the items specified in this proposal until all amounts have been

paid. Should the Buyer sell or otherwise dispose of such collateral in violation of the terms of this

agreement, Stafford-Smith, Inc. retains an interest in the proceeds from such transactions. Buyer

authorizes Stafford-Smith, Inc. to file a financing statement describing the collateral and a copy of

this agreement and/or the credit application may be filed as a security agreement for granting a

secured interest in Buyer’s inventory and sales

proceeds thereof. Past due amounts constitute a default and are subject to service charges of 1 ½%

per month, collection costs, and attorney fees.

In addition to non-payment, an act of default by the buyer will have occurred if the buyer fails

to accept the order of goods or fails to perform any other covenants under this agreement. In the

event of default, Stafford-Smith, Inc. may enter any business property and without breach of the

peace take possession of any or all collateral and exercise our rights in the event of default of a

secured party as specified under the Uniform Commercial Code. Should any disputes arise, Buyer

also acknowledges and submits to jurisdiction in the State of Michigan and County of Kalamazoo.

Except as otherwise provided herein, this proposal does not include any applicable State or

Federal taxes, any charge for electrical wiring or plumbing and is subject to acceptance by buyer

and seller within thirty (30) days from the date of this quote and only in accordance with the terms

stated.

When ordering drop-ship equipment, please be aware to inspect your order immediately upon

receipt. You may request the driver wait, for a reasonable amount of time, while you inspect and

they must comply to your request. If the driver refuses to wait, mark the receipt "driver not willing

to wait" and contact Stafford-Smith within (48) hours in order for a claim to be filed. If there is

damage, you may refuse or you can accept and note the damage. It is important to take photos, if

possible, to assist in filing the claim. You must keep all original cartons, even if you accept the

damage, so Stafford-Smith can pursue a freight claim on your behalf. Promptly send the bill of

lading and any additional documentation to your Stafford-Smith representative to initiate the

process and note that if you don’t have time to inspect when delivered, you have up to (48) hours to

inspect and notify us immediately if there is an issue so we can address the best way to handle the

claim. If not notified within (48) hours, your claim may not be valid.

I agree to the terms hereof and offer to purchase described goods and services as proposed

hereby.

Accepted by:Signature: _________________________________________Print Name and Title:________________________________________On Behalf of: _______________________________________(Full Corporate Name)Date: ________________________

Stafford-Smith, Inc. Account Executive:

Signature: _________________________________________Print Name: ____________________________________

Date: _________________________

Project Grand Total: $49,802.42



Page 4 of 4

Project __________________________________

Item ____________________________________

Quantity ________________________________

CSI Section 11400

Approved _______________________________

Date ____________________________________

980 S. Isabella Rd.Mt. Pleasant, Michigan 48858

Phone: 800-733-8948 or 989-773-7981Fax: 800-669-0619 www.delfield.com

Shelleysteel TM

by Del�eld

Exterior body is constructed of 18-gauge stainless steel side panels and 14-gauge galvanized bottom. All exterior side panels are reinforced with overlapping corners and are welded in place. All body cutouts are reinforced with 14-gauge galvanized channel supports.

Exterior top is constructed of 14-gauge stainless steel, welded, ground and polished into one integral unit.

The refrigerated cold pan is 7” (18cm) deep and constructed of stainless steel to hold 4” deep pans. The cold pan is separated from the exterior top by a thermal break. Copper refrigeration tubing is attached to the sides of the cold pan and is fully insulated with foamed in place environmentally friendly, Kyoto Protocol Compliant, Non ODP (Ozone Depletion Potential), Non GWP (Global Warming Potential) polyurethane insulation. Cold pan is equipped with a 1” (2.5cm) I.P.S. drain with drain valve located at the bottom of the unit. Temperatures of 33°F (1°C) to 41°F (5°C) are maintained with pans recessed 2” (5cm) at 86°F ambient room temperature. Pans rest on die-stamped coldpan. Pans by others.

Refrigeration system uses HFC-404A refrigerant and has a self-contained 115 volt, 60 Hertz, single phase hermetically sealed condensing unit with adjustable cold pan pressure control. Unit is wired with a 3-wire, grounded, maximum 10’ (3m) cord and plug. Unit has an on/off switch mounted on the exterior.

Casters: Unit is mounted on 5” (13cm) diameter swivel casters with non-marking tires and plate brakes. Overall height of caster assembly is 6.00” (15cm).

Specifications

Standard Features Options & Accessories• On/off switch mounted to exterior of unit

• 10’ long cord and plug are standard• 5” polyurethane swivel casters for easy

cleaning• Easy to use stainless steel interlock system is

standard on base and tray slides• Environmentally friendly HFC-404A refrigerant• Counters are standard with 7” deep refrigerated

cold pan. Cold pans are fully insulated with foamed in place environmentally friendly, Kyoto Protocol Compliant, Non ODP (Ozone Depletion Potential), Non GWP (Global Warming Potential) polyurethane insulation

• Pans recessed 2” from top edge of counter• Enclosed base• Cold pans are standard with drain with valve• Adapter bars will be furnished at no additional

charge if requested on original order only. Pans are supplied by others

• One year parts and 90 day labor standard warranty

• SCSC-36-B Refrigerated cold pan serving counter, 26” x 21.62” cold pan size





Models

SCSC-BMobile Self-Contained Cold Pan Serving Counters

SCSC-B: Mobile Self-Contained Cold Pan Serving Counters

• Tray slides and work shelves• Composite fold-down cutting boards• Line-up interlock device• Glass-front counter protector• Food shields• 12” (30cm) wide 18-gauge stainless

steel overshelf• Fluorescent or incandescent light

fixtures*• Open understorage with shelf• 120V/60Hz/1ø, 10 amp convenience

outlet with breaker*• Dry storage compartment — single or

double door• Refrigerated understorage (60” unit or

longer only)*• Stainless steel trim strips• 14” x 30” (36cm x 76cm) stainless steel

end drop shelf• 6” (15cm) high adjustable stainless

steel legs• Laminate exterior panels

* Inclusion of these options will alter the electrical specifications of unit

SCSC-60-B


Phone: 800-733-8948 or 989-773-7981Fax: 800-669-0619www.delfield.com

Shelleysteel TM

by Del�eldSC

SC-B

Mob

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Con

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Pan

Ser

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Printed in the U.S.A.DSSCSCB12/12

Delfield reserves the right to make changes to the design or specifications without prior notice.

Specifications

Model V/Hz/Ph Amp H.P. Nema Plug Ship Weight

SCSC-36-B 115/60/1 7.0 1/4 5-15P 350lbs/159kg

SCSC-50-B 115/60/1 7.0 1/4 5-15P 425lbs/193kg

SCSC-60-B 115/60/1 7.0 1/4 5-15P 500lbs/227kg

SCSC-74-B 115/60/1 7.0 1/4 5-15P 575lbs/261kg

SCSC-96-B 115/60/1 7.0 1/4 5-15P 650lbs/295kg

30.00"76cm

50.00"127cm

21.62"55cm

4.19"11cm

39.00"99cm

5.50"14cm

30.00"76cm

36.00"91cm

21.62"55cm

4.19"11cm

7.00"18cmDeep

7.00"18cmDeep

7.00"18cmDeep

26.00"66cm

5.00"13cm

30.00"76cm

60.00"152cm

21.62"55cm

4.19"11cm

52.00"132cm

4.00"10cm

30.00"76cm

74.00"188cm

21.62"55cm

4.19"11cm

65.00"165cm

4.50"11cm

30.00"76cm

96.00"244cm

21.62"55cm

4.19"11cm

78.00"198cm

9.00"23cm

Plan ViewSCSC-36-B

Plan ViewSCSC-50-B

Plan ViewSCSC-60-B

Plan ViewSCSC-74-B

Plan ViewSCSC-96-B

7.00"18cmDeep

7.00"18cmDeep

1.62"4cm

36.00"91cm

6.00"15cm

13.00"33cm

1.62"4cm

0.093"2mm

Drain Valve20.00"51cm

On/o� Switch For Unit

Typical Elevation ViewAll SCSC-B Models

Typical End ViewAll SCSC-B Models

PowerSupply

Location

Project __________________________________

Item ____________________________________

Quantity ________________________________

CSI Section 11400

Approved _______________________________

Date ____________________________________



Shelleysteel TM

by Del�eld


Exterior top is constructed of 14-gauge stainless steel, welded, ground and polished into one integral unit.

The refrigerated cold pan is 7” (18cm) deep and constructed of stainless steel to hold 4” deep pans. The cold pan is separated from the exterior top by a thermal break. Copper refrigeration tubing is attached to the sides of the cold pan and is fully insulated with foamed in place environmentally friendly, Kyoto Protocol Compliant, Non ODP (Ozone Depletion Potential), Non GWP (Global Warming Potential) polyurethane insulation. Cold pan is equipped with a 1” (2.5cm) I.P.S. drain with drain valve located at the bottom of the unit. Temperatures of 33°F (1°C) to 41°F (5°C) are maintained with pans recessed 2” (5cm) at 86°F ambient room temperature. Pans rest on die-stamped coldpan. Pans by others.

Refrigeration system uses HFC-404A refrigerant and has a self-contained 115 volt, 60 Hertz, single phase hermetically sealed condensing unit with adjustable cold pan pressure control. Unit is wired with a 3-wire, grounded, maximum 10’ (3m) cord and plug. Unit has an on/off switch mounted on the exterior.

Casters: Unit is mounted on 5” (13cm) diameter swivel casters with non-marking tires and plate brakes. Overall height of caster assembly is 6.00” (15cm).

Specifications

Standard Features Options & Accessories• On/off switch mounted to exterior of unit

• 10’ long cord and plug are standard• 5” polyurethane swivel casters for easy

cleaning• Easy to use stainless steel interlock system is

standard on base and tray slides• Environmentally friendly HFC-404A refrigerant• Counters are standard with 7” deep refrigerated

cold pan. Cold pans are fully insulated with foamed in place environmentally friendly, Kyoto Protocol Compliant, Non ODP (Ozone Depletion Potential), Non GWP (Global Warming Potential) polyurethane insulation

• Pans recessed 2” from top edge of counter• Enclosed base• Cold pans are standard with drain with valve• Adapter bars will be furnished at no additional

charge if requested on original order only. Pans are supplied by others

• One year parts and 90 day labor standard warranty






Models

SCSC-BMobile Self-Contained Cold Pan Serving Counters

SCSC-B: Mobile Self-Contained Cold Pan Serving Counters

• Tray slides and work shelves• Composite fold-down cutting boards• Line-up interlock device• Glass-front counter protector• Food shields• 12” (30cm) wide 18-gauge stainless

steel overshelf• Fluorescent or incandescent light

fixtures*• Open understorage with shelf• 120V/60Hz/1ø, 10 amp convenience

outlet with breaker*• Dry storage compartment — single or

double door• Refrigerated understorage (60” unit or

longer only)*• Stainless steel trim strips• 14” x 30” (36cm x 76cm) stainless steel

end drop shelf• 6” (15cm) high adjustable stainless

steel legs• Laminate exterior panels


SCSC-60-B



Shelleysteel TM

by Del�eldSC

SC-B

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Printed in the U.S.A.DSSCSCB12/12


Specifications

Model V/Hz/Ph Amp H.P. Nema Plug Ship Weight

SCSC-36-B 115/60/1 7.0 1/4 5-15P 350lbs/159kg

SCSC-50-B 115/60/1 7.0 1/4 5-15P 425lbs/193kg

SCSC-60-B 115/60/1 7.0 1/4 5-15P 500lbs/227kg

SCSC-74-B 115/60/1 7.0 1/4 5-15P 575lbs/261kg

SCSC-96-B 115/60/1 7.0 1/4 5-15P 650lbs/295kg

30.00"76cm

50.00"127cm

21.62"55cm

4.19"11cm

39.00"99cm

5.50"14cm

30.00"76cm

36.00"91cm

21.62"55cm

4.19"11cm

7.00"18cmDeep

7.00"18cmDeep

7.00"18cmDeep

26.00"66cm

5.00"13cm

30.00"76cm

60.00"152cm

21.62"55cm

4.19"11cm

52.00"132cm

4.00"10cm

30.00"76cm

74.00"188cm

21.62"55cm

4.19"11cm

65.00"165cm

4.50"11cm

30.00"76cm

96.00"244cm

21.62"55cm

4.19"11cm

78.00"198cm

9.00"23cm

Plan ViewSCSC-36-B

Plan ViewSCSC-50-B

Plan ViewSCSC-60-B

Plan ViewSCSC-74-B

Plan ViewSCSC-96-B

7.00"18cmDeep

7.00"18cmDeep

1.62"4cm

36.00"91cm

6.00"15cm

13.00"33cm

1.62"4cm

0.093"2mm

Drain Valve20.00"51cm

On/o� Switch For Unit

Typical Elevation ViewAll SCSC-B Models

Typical End ViewAll SCSC-B Models

PowerSupply

Location

PROJECT

ITEM #

QUANTITY DATE

APPROVAL

The Delfield Company, 980 S. Isabella Rd., Mt. Pleasant, MI 48858, U.S.A. • (800) 733-8821 • Fax (800) 669-0619 • www.delfield.comDelfield reserves the right to make changes in design or specifications without prior notice. ©2002 The Delfield Company. All rights reserved. Printed in U.S.A.

Short Form SpecificationsExterior body is constructed of 18-gauge stainless steel side panels and 14-gauge galvanized bottom. All exterior side panels are reinforced with overlapping corners and are welded in place. All body cutouts are reinforced with 14-gauge galvanized channel supports. Exterior top is constructed of 14-gauge stainless steel, welded, ground and pol-ished into one integral unit. Top is fabri-cated with square exterior corners.Casters unit is mounted on 5” (12.7cm) diameter swivel casters with non-marking polyolefin tires and plate brakes. Overall height of caster assem-bly is 6” (15.2cm).

The following applies to SC Series onlySC units have a one or two door dry compartment(s) constructed of 18-gauge stainless steel. Each compartment is equipped with stainless steel shelf; door(s) are double-wall construction, with stain-less steel front panel.• SC-28, one compartment, 18” wide with one diir• SC-36, one compartment, 24” wide with one door• SC-50, one compartment, 36” wide with two doors• SC-60, one compartment, 48” wide with two doors• SC-74, one compartment, 48” wide with two doors• SC-96, two compartments, each 36” wide with two doors each

Model SC-36-NUshown with options A, F, G and P

Mobile All Purpose CountersSC & SC-NU

Optional Accessories and ModificationsA) 12” (30.5cm) wide stainless steel

fold-down tray slideC) 9” (22.9cm) wide three-bar fold-

down tray slideD) 10” (25.4cm) wide composite

fold-down cutting boardsE) 10” (25.4cm) wide stainless steel

fold-down work shelf F) Line-up interlock deviceG) Glass-front counter protectorH) Two tier display with glass

shelves and sneezeguardsHD) Dual service two tier display with

sneezeguardsI) Three tier display with glass

shelves and sneezeguardsJ) 12” (30.5cm) wide 18-gauge

stainless steel overshelfKS) Single service flip-up sneezeguardKD) Double service flip-up sneeze-

guardL) *Fluorescent or incandescent

light fixtures (specify which)M) *Radiant heat lampsMB) *Bullet-style heat lampsP) Open understorage with shelf

(SC-NU Series only)Q) *120V/60Hz/1ø, 10 amp conve-

nience outlet with breakerSG5A) Single dry insert with doors

(SC-NU Series only)SG5B) Double dry insert with doors

(SC-NU Series only)ST) Stainless steel trim stripsU) 14” x 30” (35.6cm x 76.2cm)

stainless steel end drop shelfV) 6” (15.2cm) high adjustable

stainless steel legs in lieu of casters *Inclusion of these options will alter the electrical specifications of unit.

The Delfield Company, 980 S. Isabella Rd., Mt. Pleasant, MI 48858, U.S.A. • (800) 733-8821 • Fax (800) 669-0619 • www.delfield.comDelfield reserves the right to make changes in design or specifications without prior notice. ©2002 The Delfield Company. All rights reserved. Printed in U.S.A.

SSSC 02/02

Mechanical Data–Standard Unit MODEL # 0F # OF SHIP NUMBER DOORS SHELVES WEIGHT

SC-28 1 1 165 lbs/75 kg

SC-36 1 1 185 lbs/84 kg

SC-50 2 1 205 lbs/93 kg

SC-60 2 1 240 lbs/109 kg

SC-74 2 1 270 lbs/123 kg

SC-96 4 2 310 lbs/141 kg

MODEL SHIP NUMBER WEIGHT

SC-28-NU 120 lbs/54 kg




SC-74-NU 240 lbs/109 kg

SC-96-NU 280 lbs/127 kg

PLAN VIEWSC-28/

SC-28-NU

PLAN VIEWSC-36/

SC-36-NU

PLAN VIEWSC-74/

SC-74-NU

PLAN VIEWSC-96/

SC-96-NU

PLAN VIEWSC-50/

SC-50-NU

PLAN VIEWSC-60/

SC-60-NU

60"152.4cm

50"127cm

36"91.4cm

28"71.1cm

96"243.8cm

74"188cm

30"76.2cm

30"76.2cm

30"76.2cm

30"76.2cm

30"76.2cm

30"76.2cm

.093"

.23cm

DRY

.093"

.23cm

DRYDRY

.093"

.23cm

1.62"4.1cm

36"91.4cm

6"15.2cm

1.62"4.1cm

ELEVATION VIEWSC-28 AND

SC-36

ELEVATION VIEWSC-50 THROUGH SC-96(two compartments on

SC-96 - not shown)

ELEVATION VIEWALL SC-NU MODELS

END VIEWALL MODELS

SC & SC-NUMobile All Purpose Counters

Project __________________________________

Item ____________________________________

Quantity ________________________________

CSI Section 11400

Approved _______________________________

Date ____________________________________




Interior Lining at the cashier’s end is 18-gauge stainless steel, with a stainless steel bottom shelf. Unit has an 16.50” x 16.50” x 5.00” (42cm x 42cm x 13cm) stainless steel cash drawer with lock and key.

Exterior top is constructed of 14-gauge stainless steel, welded, ground and polished into one integral unit. Top is fabricated with square exterior corners. A 2.00” (5cm) ferruled hole is located at the rear of the top to allow cord access for cash registers.

Casters; unit is mounted on 5.00” (13cm) diameter swivel casters with non-marking polyolefin tires and plate brakes. Overall height of caster assembly is 6.00” (15cm).

Specifications

Standard Features Options & Accessories• 18-gauge stainless steel exterior body

• 14-gauge galvanized bottom• 14-gauge stainless steel top• All exterior panels reinforced with

overlapping corners, welded in place• All body cutouts reinforced with 14-gauge

channel supports• All units are standard on 5” diameter

polyurethane swivel casters for easy cleaning

• Easy to use stainless steel interlock system is standard on base and tray slides

• A 3” grommet hole is located at the rear of the top to allow cord access for cash registers

• Stainless steel locking cash drawer standard• Stainless steel under shelf can serve as foot

rest or storage• One year parts and 90 day labor warranty

• SCS-30 30.00” (76cm) deep mobile cashier’s counter



Models

SCSMobile Cashier’s Counter

SCS: Mobile Cashier’s Counter

• Stainless steel fold-down tray slide• Three-bar fold-down tray slide• Composite fold-down cutting boards• Stainless steel fold-down work shelf• Line-up interlock device• 120V/60Hz/1ø, 10 amp convenience

outlet with breaker*• Stainless steel trim strips• Stainless steel end drop shelf• Adjustable height casters• 6” (15cm) high adjustable stainless steel

legs in lieu of casters• Laminate exterior panels in lieu of

stainless steel exterior panels


SCS-30Shown with stainless steel fold-

down tray slide and convenience outlet with breaker

Shelleysteel TM

by Del�eld



Shelleysteel TM

by Del�eldSC

SM

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Printed in the U.S.A.DSSCS05/13


Specifications

Model Ship Weight

SCS-30 180 lbs / 82 kg

SCS-36 210 lbs / 95 kg

SCS-50 270 lbs / 122 kg

30.00"76cm

36.00"91cm

3.00"8cmGrommetedHole

1.75"4cm

S/S Shelf

1.62"4cm

36.00"91cm

6.00"15cm

.09"2mm

3.00"8cm

1.62"4cm

36.00"91cm

6.00"15cm

.09"2mm

3.00"8cm

30.00"76cm

30.00"76cm

3.00"8cmGrommetedHole

Plan ViewSCS-30

Elevation ViewAll Models

End ViewSCS-30

Plan ViewSCS-36

End ViewSCS-36

50.00"127cm

30.00"76cm3.00"

8cmGrommetedHole

Plan ViewSCS-50

End ViewSCS-50

1.62"4cm

36.00"91cm

6.00"15cm

.09"2mm

3.00"8cm

(1M) 7/13 Printed in U.S.A.

DH5000 High Temperature Hood-type Dishwashing Machine

Genesis

Gen

esis Ho

od

-type

stAndArd FeAtUres• EnERgy STAR® Qualified• nEW Exclusive Built-in booster configured

for both 40° and 70° Rise

• nEW Exclusive Field convertible from three to single phase or from straight to corner operation

• Rinse Sentry – ensures 180°F final rinse

• Auto start – starts unit when hood is closed

• Single point electrical connection

• High efficiency 1 HP pump

• Up to 53 racks per hour

• Self draining pump

• Automatic tank fill

• Detergent/chemical connections

• Interchangeable upper and lower spray arm

• Automatic drain valve – drains wash tank when power is off

• Vent fan control

• Bottom mounted digital controls

• PRV (Pressure Reducing Valve)

• Sloped hood keeps hot vapors away from operator

• Standard and Heavy Duty wash cycles

speCiFier stAtementSpecified unit will be Champion model Genesis, DH5000 high temperature hood-type dishwashing machine.Features sloped hood, electronic controls, Rinse Sentry, Auto start, interchangeable stainless steel wash and rinse arms, up to 53 racks/hr., .83 US gals/rack. 1 year parts and labor warranty.

Champion Industries, Inc. 3765 Champion Blvd., Winston-Salem, NC 27105

Tel: 336/661-1556 Fax: 336/661-1979 www.championindustries.com

ProjectItem No.Quantity

options & ACCessories : Drain Water Tempering Kit

: Direct Vent Option with fan

: Ventless/Heat Recovery/ Condensate Removal option

: Door interlock – locks door closed during the vent fan cycle (DV & VHR)

: Hot water coil with gas booster

: Racks

: Peg

: Flat

Direct Vent

Ventless Heat Recovery

Condensate Removal

DH5000 High Temperature Hood-type Dishwashing Machine

GenesisG

enes

is H

oo

d-t

ype

Due to an ongoing value analysis program at Champion, specifications contained in this catalog are subject to change without notice.Champion Industries, Inc., 3765 Champion Blvd., NC 27105 • 336/661-1556 • Fax: 336/661-1979 • www.championindustries.com

Shipping weight crated: 350 lbs. Dimensions shown in inches and [mm]

Warning: Plumbing, electrical connections should be made by qualified personnel who will observe all the applicable plumbing, sanitary and safety codes and the National Electrical Code.

‘USGBC’ and related logo is a trademark owned by the U.S. Green Building Council and is used by permission.

Electric 70° Rise Booster

VoltageRated Amps

Minimum Supply Ckt. Conductor Ampacity

Maximum Overcurrent Protective

Device208/60/1 79 100 100240/60/1 90 100 100208/60/3 48 60 60240/60/3 54 60 60480/60/3 22 25 25

speCiFiCAtionsCapacities Racks per hr. 37 Wash tank (gal.) 9.5

Motor horsepower 1 HPWater consumption Gal. per hr. (max. use) 30.7 Gal. per rack 0.83

Temperature °F Wash 150 Rinse 180

Heating Tank heat, electric 5.2 kW Electric Booster 10 kW

Time cycle in seconds Standard Extended

Wash 35 65 Rinse 10 10 Sanitary Dwell 15 15

Vent Fan 30 30 Total cycle 90 120

Utilities 1 Electrical

Machine Connection (See Electrical Box)

3 Drain 2" OD Connection 15 GPM max flow

4 Cold Water 3/4" NPT Cold Water 70°F40-45 PSI Flow pressure (machine operates at 20)

ventless/HeAt reCovery/CondensAte removAl optionRemoves heat and water vapor at the end of the cycle while recovering the normally exhausted heat and transferring it to the booster. No vent hood required.

For standard machine dimensions see DH5000 drawing

44

4

4

2

1

2

1

31

3

1

3 31

3

3

4

4

DH5000 DIRECT VENT

DH5000 CONDENSATE REMOVAL

SIDE VIEWFRONT VIEW

SIDE VIEWFRONT VIEW

PLAN VIEW

Insi

de T

rack

s Rear Track

Front Track Corn

er T

rack

PLAN VIEW

Insi

de T

rack

s Rear Track

Front Track Corn

er T

rack

8-3/8"[214]

From Wall

5-3/4"[146]

13"[329]

5-1/8"[129]

20-1/8"[511]

Inside Tracks

7-5/8"[192]

From Wall

20-1/8"[511]

30"[764]TableTyp

TYPICAL TABLE CONSTRUCTION

[762]30"

1-1/2" [32] Roll

1-1/8"[29]

7-1/4" [184]

21-3/8"[543]

8-3/8"[214]

From Wall

20-1/8"[511]

30"[764]TableTyp

5-3/4"[146]

5-1/8"[129]

20-1/8"[511]

Inside Tracks

7-5/8"[192]

From Wall

69-3/4"[1770]

33-3/4"[857]

37-7/8"[963] 33-3/4"

[857]

34-1/8"[867]

37-7/8"[963]

18-1/8"[459]

17"[432]

17"[432]

17"[431]

Clearance

17"[431]

Clearance

1"[25]

78-3/8"[1990]

63"[1600]

69-3/4"[1770]

81-7/8"[2078]

11"[280]

11"[280]

9-1/4"[233]

44-1/8"[1119]

44-1/8"[1119]

4-3/8"[112]

4-3/4"[122]

8-7/8"[225]

8-7/8"[225]

6"[152]

6"[152]19-5/8"

[500]

26-1/8"[663]

19-5/8"[500]

26-1/8"[663]31"

[787]

31"[787]

8-3/4"[221]

8-3/4"[221]8-3/4"

[221]

4-3/4"[122]

2-3/8"[60]

2-3/4"[70]

9-1/4"[233]

side view

plan view

Front view

44

4

4

2

1

2

1

31

3

1

3 31

3

3

4

4

DH5000 DIRECT VENT


SIDE VIEWFRONT VIEW

SIDE VIEWFRONT VIEW

PLAN VIEW

Insi

de T

rack

s Rear Track

Front Track Corn

er T

rack

PLAN VIEW

Insi

de T

rack

s Rear Track

Front Track Corn

er T

rack

8-3/8"[214]

From Wall

5-3/4"[146]

13"[329]

5-1/8"[129]

20-1/8"[511]

Inside Tracks

7-5/8"[192]

From Wall

20-1/8"[511]

30"[764]TableTyp


[762]30"

1-1/2" [32] Roll

1-1/8"[29]

7-1/4" [184]

21-3/8"[543]

8-3/8"[214]

From Wall

20-1/8"[511]

30"[764]TableTyp

5-3/4"[146]

5-1/8"[129]

20-1/8"[511]

Inside Tracks

7-5/8"[192]

From Wall

69-3/4"[1770]

33-3/4"[857]

37-7/8"[963] 33-3/4"

[857]

34-1/8"[867]

37-7/8"[963]

18-1/8"[459]

17"[432]

17"[432]

17"[431]

Clearance

17"[431]

Clearance

1"[25]

78-3/8"[1990]

63"[1600]

69-3/4"[1770]

81-7/8"[2078]

11"[280]

11"[280]

9-1/4"[233]

44-1/8"[1119]

44-1/8"[1119]

4-3/8"[112]

4-3/4"[122]

8-7/8"[225]

8-7/8"[225]

6"[152]

6"[152]19-5/8"

[500]

26-1/8"[663]

19-5/8"[500]

26-1/8"[663]31"

[787]

31"[787]

8-3/4"[221]

8-3/4"[221]8-3/4"

[221]

4-3/4"[122]

2-3/8"[60]

2-3/4"[70]

9-1/4"[233]



12

3 3

2

3

1

1

2

6"[152]

18-1/8"

[459]

33-3/4"[857]

37-7/8"[963]

17"[431]

60-1/8"[1526]

HOODUP

77-1/4"[1963]

CLEARANCE69-3/4"[1770]

1-7/8"[48]

5-1/8"[129]

MIN

MIN

19-5/8"[500]

26-1/8"[663]

INSI

DE

TRAC

KS

HANDLE CLEARANCE CUTOUT FOR CORNER OPERATION

5"

3"

8-3/4"[221]

4-3/8"[112]

8-7/8"[225]

8"[203]

8"[203]

17"[432]

4-3/4"[121]

INSIDE TRACKS

2-5/8"[67]

20-1/8"[511]

20-1/8"[511]

31"[787]

29-1/2"[749]

34-1/8"[867]

30"[762]

1-1/2" [32] Roll

1-1/8"[29]

7-1/4" [184]

21-3/8"[543]

DH5000 High TemperatureHood-type Dishwashing Machine

GenesisG

enes

is H

oo

d-t

ype


typical table Construction

speCiFiCAtionsCapacities Racks per hr. (NSF rated) 53 Wash tank (gal.) 9.5



Heating Tank heat, electric 5.2 kW Electric Booster 7.5-10 kW


Wash 35 65 Rinse 10 10 Sanitary Dwell 15 15 Total cycle 60 90




2 Hot Water3/4" NPT Hot Water 110° - 140°F 20-22 PSI Flow Pressure

3 Drain 2" OD Connection 15 GPM Max Flow

4 Exhaust 250 CFM Hood Required

Electric Heat, 40°/70° Rise Booster

Voltage Rated AmpsMinimum Supply Circuit Ampacity

Maximum Overcurrent

Protective Device208-240/60/1 67-76 80 80208-240/60/3 41-47 50 50460-480/60/3 21-22 25 25

Electric Heat, no Booster

Voltage Rated AmpsMinimum Supply Circuit Ampacity

Maximum Overcurrent

Protective Device208-240/60/1 31-35 45 45208-240/60/3 20-22 30 30460-480/60/3 10 15 15

side view

Front view

Corner Configurationplan view

1

2

3 3

2

3

1

1

4

2

FRONT VIEWSIDE VIEW

PLAN VIEW

Insi

de T

rack

s



5"

3"

CORNER CONFIGURATION

434

[121]

Rear Track

Front Track Corn

er T

rack

STRAIGHT THROUGHTABLE CONFIGURATION

BETWEEN TABLE DIMENSION

8-3/8"[214]

From Wall

30"[764]Table Typ 20-1/8"

[511]

20-1/8"[511]

Inside Tracks

29-1/2"[749]

17"[431]

Clearance

60-1/8"[1526]

4-3/8"[112]

8-7/8"[225]

37-7/8"[963]

69-3/4"[1770]

77-1/4"[1963]

Hood Up

8"[203]

18-1/8"[459]

8-3/4"[221] 6"

[152]17"

[432]

31"[787]

34-1/8"[867]

33-3/4"[857]

19-5/8"[500]

26-1/8"[663]

21-3/8"[543]

30"[762]

26-1/2"[673]

1-1/2"[38]

25-1/4"[641]

BetweenTables

5-1/8"[129]

7-5/8"[192]FromWall

[762]30"

1-1/2" [32] Roll

1-1/8"[29]

7-1/4" [184]

21-3/8"[543]

1

2

3 3

2

3

1

1

4

2

FRONT VIEWSIDE VIEW

PLAN VIEW

Insi

de T

rack

s



5"

3"

CORNER CONFIGURATION

434

[121]

Rear Track

Front Track Corn

er T

rack

STRAIGHT THROUGHTABLE CONFIGURATION

BETWEEN TABLE DIMENSION

8-3/8"[214]

From Wall

30"[764]Table Typ 20-1/8"

[511]

20-1/8"[511]

Inside Tracks

29-1/2"[749]

17"[431]

Clearance

60-1/8"[1526]

4-3/8"[112]

8-7/8"[225]

37-7/8"[963]

69-3/4"[1770]

77-1/4"[1963]

Hood Up

8"[203]

18-1/8"[459]

8-3/4"[221] 6"

[152]17"

[432]

31"[787]

34-1/8"[867]

33-3/4"[857]

19-5/8"[500]

26-1/8"[663]

21-3/8"[543]

30"[762]

26-1/2"[673]

1-1/2"[38]

25-1/4"[641]

BetweenTables

5-1/8"[129]

7-5/8"[192]FromWall

[762]30"

1-1/2" [32] Roll

1-1/8"[29]

7-1/4" [184]

21-3/8"[543]

12

3 3

2

3

1

1

2

6"[152]

18-1/8"

[459]

33-3/4"[857]

37-7/8"[963]

17"[431]

60-1/8"[1526]

HOODUP

77-1/4"[1963]

CLEARANCE69-3/4"[1770]

1-7/8"[48]

5-1/8"[129]

MIN

MIN

19-5/8"[500]

26-1/8"[663]

INSI

DE

TRAC

KS


5"

3"

8-3/4"[221]

4-3/8"[112]

8-7/8"[225]

8"[203]

8"[203]

17"[432]

4-3/4"[121]

INSIDE TRACKS

2-5/8"[67]

20-1/8"[511]

20-1/8"[511]

31"[787]

29-1/2"[749]

34-1/8"[867]

30"[762]

1-1/2" [32] Roll

1-1/8"[29]

7-1/4" [184]

21-3/8"[543]



44

4

4

2

1

2

1

31

3

1

3 31

3

3

4

4

DH5000 DIRECT VENT


SIDE VIEWFRONT VIEW

SIDE VIEWFRONT VIEW

PLAN VIEW

Insi

de T

rack

s Rear Track

Front Track Corn

er T

rack

PLAN VIEW

Insi

de T

rack

s Rear Track

Front Track Corn

er T

rack

8-3/8"[214]

From Wall

5-3/4"[146]

13"[329]

5-1/8"[129]

20-1/8"[511]

Inside Tracks

7-5/8"[192]

From Wall

20-1/8"[511]

30"[764]TableTyp


[762]30"

1-1/2" [32] Roll

1-1/8"[29]

7-1/4" [184]

21-3/8"[543]

8-3/8"[214]

From Wall

20-1/8"[511]

30"[764]TableTyp

5-3/4"[146]

5-1/8"[129]

20-1/8"[511]

Inside Tracks

7-5/8"[192]

From Wall

69-3/4"[1770]

33-3/4"[857]

37-7/8"[963] 33-3/4"

[857]

34-1/8"[867]

37-7/8"[963]

18-1/8"[459]

17"[432]

17"[432]

17"[431]

Clearance

17"[431]

Clearance

1"[25]

78-3/8"[1990]

63"[1600]

69-3/4"[1770]

81-7/8"[2078]

11"[280]

11"[280]

9-1/4"[233]

44-1/8"[1119]

44-1/8"[1119]

4-3/8"[112]

4-3/4"[122]

8-7/8"[225]

8-7/8"[225]

6"[152]

6"[152]19-5/8"

[500]

26-1/8"[663]

19-5/8"[500]

26-1/8"[663]31"

[787]

31"[787]

8-3/4"[221]

8-3/4"[221]8-3/4"

[221]

4-3/4"[122]

2-3/8"[60]

2-3/4"[70]

9-1/4"[233]

plan view

DH5000 High TemperatureHood-type Dishwashing Machine

GenesisG

enesis H

oo

d-ty

pe


speCiFiCAtionsCapacities Racks per hr. 48 Wash tank (gal.) 9.5



Heating Tank heat, electric 5.2 kW Electric Booster 7.5-10 kW


Wash 35 65 Rinse 10 10 Sanitary Dwell 15 15

Vent Fan 10 10 Total cycle 70 100




2 Hot Water3/4" NPT Hot Water 110° - 140°F 20-22 PSI Flow pressure

3 Drain 2" OD Connection 15 GPM max flow

4 Exhaust 250 CFM Fan 4" Round Duct

Electric 40°/70° Rise Booster

VoltageRated Amps

Min. Supply Ckt. Conductor Ampacity

Max. Overcurrent Protective

Device208-240/60/1 67-76 80 80208-240/60/3 41-47 50 50460-480/60/3 21-22 25 25

direCt vent optionAllows unit to vent directly to the outside.No vent hood required.

For standard machine dimensions see DH5000 drawing

Front viewside view

44

4

4

2

1

2

1

31

3

1

3 31

3

3

4

4

DH5000 DIRECT VENT


SIDE VIEWFRONT VIEW

SIDE VIEWFRONT VIEW

PLAN VIEW

Insi

de T

rack

s Rear Track

Front Track Corn

er T

rack

PLAN VIEW

Insi

de T

rack

s Rear Track

Front Track Corn

er T

rack

8-3/8"[214]

From Wall

5-3/4"[146]

13"[329]

5-1/8"[129]

20-1/8"[511]

Inside Tracks

7-5/8"[192]

From Wall

20-1/8"[511]

30"[764]TableTyp


[762]30"

1-1/2" [32] Roll

1-1/8"[29]

7-1/4" [184]

21-3/8"[543]

8-3/8"[214]

From Wall

20-1/8"[511]

30"[764]TableTyp

5-3/4"[146]

5-1/8"[129]

20-1/8"[511]

Inside Tracks

7-5/8"[192]

From Wall

69-3/4"[1770]

33-3/4"[857]

37-7/8"[963] 33-3/4"

[857]

34-1/8"[867]

37-7/8"[963]

18-1/8"[459]

17"[432]

17"[432]

17"[431]

Clearance

17"[431]

Clearance

1"[25]

78-3/8"[1990]

63"[1600]

69-3/4"[1770]

81-7/8"[2078]

11"[280]

11"[280]

9-1/4"[233]

44-1/8"[1119]

44-1/8"[1119]

4-3/8"[112]

4-3/4"[122]

8-7/8"[225]

8-7/8"[225]

6"[152]

6"[152]19-5/8"

[500]

26-1/8"[663]

19-5/8"[500]

26-1/8"[663]31"

[787]

31"[787]

8-3/4"[221]

8-3/4"[221]8-3/4"

[221]

4-3/4"[122]

2-3/8"[60]

2-3/4"[70]

9-1/4"[233]

(1M) 1/13 Printed in U.S.A.

DL2000

DL2000 m

ach

ine

StanDarD FeatureS• Convertiblecornertostraightandstraighttocorner• 40 racks / 160 covers per hour

• Economical to operate

• Uses only .93 gallons of water per cycle

• All stainless steel construction assures longlife and years of trouble free operation

• Unique spray arm system features upper and lower stainless steel wash arms with reinforced end caps

• Top mounted controls include built-in chemical pumps and deliming system for dealing with scale

• Auto start/stop makes operation safe and easy

• New integrated scrap tray prevents food soil from entering drain system

• Airgap fill system

• 17" tall door opening

SpeciFier StatementSpecified unit will be Champion DL2000 3 Door Lift low temperature, chemical sanitizing commercial dishwashers meet ETL, UL, and CUL sanitation and construction standards WITHOUT the use of BOOSTER or TANKHEATERS. The model is constructed entirely of stainless steel. Each unit automatically washes, rinses and sanitizes utensils in standard 19-3/4" x 19-3/4" racks. Units come with standard upper and lower stainless steel wash arms.

Champion Industries, Inc. 3765 Champion Blvd., Winston-Salem, NC 27105

Tel: 336/661-1556 Fax: 336/661-1979

www.championindustries.com

ProjectItem No.Quantity

OptiOnS & acceSSOrieS : Sanitizer Alarm

DL2000 Low Temp Dishwashing Machine

PANTONE 300c

PANTONE 302c

C 100M 45Y 0K 3

C 100M 25Y 0K 50

R 23G 110B 183

R 0G 66B 99

ALI PANTONE

ALI CMYK

ALI RGB

# 006EBE

# 004263

DL2000 Low Temp Dishwashing Machine

DL2000D

L200

0 m

ach

ine

Shipping weight crated: 218 lbs. Dimensions shown in inches

Warning:Plumbing, electrical connections should be made by qualified personnel who will observe all the applicable plumbing, sanitary and safety codes and the National Electrical Code.

SpeciFicatiOnSCapacities Racks per hr. (NSF rated) 40

Pump Capacity 52 Gal/197 LPMMotorhorsepower 1 HPWaterconsumption Gal. per hr. (max. use) 37 [liters/imp gal.] [139/30.8] Gal. per rack 0.93 [liters/imp gal.] [3.53/0.77]Temperature°F/°C Required 120/49 Recommended 140/60

Timecycleinseconds Wash 45 Rinse 30 Dwell 15 Total cycle 90

utilitiesWater1/2" water inlet

Electrical115V; 16 amps

Drain2" I.P.S.

table construction

right ViewFront Viewtop View – Straight

Due to an ongoing value analysis program at Champion, specifications contained in this catalog are subject to change without notice.ChampionIndustries,Inc.,3765ChampionBlvd.,NC27105•336/661-1556•Fax:336/661-1979•www.championindustries.com


17" Standard

25-3/4"

9-1/2"

4-1/2"

10"

5" Min Water Inlet3" off the top

ElectricalHook-Up3" off the top

11" Adj 12"Scrap Trap Drain Facing Floor

25-3/4"

Door Opening 20-3/4"

34"Adj35"

75"

56"Adj57"

25-3/4"

9-1/2" 10"

Water Inlet3" off the Top

Electrical Hook-Up3" off the Top

5" Min

25-3/4"

4-1/2"

17" Standard

25-3/4"

9-1/2"

4-1/2"

10"




25-3/4"


34"Adj35"

75"

56"Adj57"

25-3/4"

9-1/2" 10"



5" Min

25-3/4"

4-1/2"

17" Standard

25-3/4"

9-1/2"

4-1/2"

10"




25-3/4"


34"Adj35"

75"

56"Adj57"

25-3/4"

9-1/2" 10"



5" Min

25-3/4"

4-1/2"

top View – corner

2-3/4"

1-1/4" Max. 3/16"Min.

20-1/2" 25-3/8"

6"

Min.

“940” Seriesshown

STAINLESS STEEL

REGALINE SINKSThree Compartments - Two Drainboards

C-5

FEATURES:Tile edge for ease of installation.One piece Deep Drawn sink bowls with integral drainboards with splash.Featuring the single bowl unit design.All sink bowls have a large liberal 3” radius.Placement of the welded leg assembly ensures stability and furnishes direct support of the column load requirement for the entire sink unit. “940” series is supplied with adjustable front and rear cross brace featuring leg casting to secure left to right cross bracing.

CONSTRUCTION:All TIG welded. Welded areas blended to match adjacent surfaces and to a satin finish.Gussets welded to a die-embossed reinforcing channel.

YES! It's SeaM ess!

14 Ga. 304 S/S 16 Ga. 304 S/S 18 Ga. 304 S/S 14” Water Level 12” Water Level 12” Water Level

Approx. Wt. Approx. Wt. Approx. Wt. Cubic MODEL # (lbs.) MODEL # (lbs.) MODEL # (lbs.) Feet

94-3-54-18RL 94-3-54-24RL 94-3-54-36RL

94-23-60-18RL 94-23-60-24RL 94-23-60-36RL

94-63-54-18RL 94-63-54-24RL 94-63-54-36RL

94-43-72-24RL 94-43-72-36RL

94-83-60-18RL 94-83-60-24RL 94-83-60-36RL

93-3-54-18RL 93-3-54-24RL 93-3-54-36RL

93-23-60-18RL 93-23-60-24RL 93-23-60-36RL

93-63-54-18RL 93-63-54-24RL 93-63-54-36RL

93-43-72-24RL 93-43-72-36RL

93-83-60-18RL 93-83-60-24RL 93-83-60-36RL

9-3-54-18RL 9-3-54-24RL 9-3-54-36RL

9-23-60-18RL 9-23-60-24RL 9-23-60-36RL

9-63-54-18RL 9-63-54-24RL 9-63-54-36RL

9-43-72-24RL 9-43-72-36RL

9-83-60-18RL 9-83-60-24RL 9-83-60-36RL

BOWL SIZE O.A. LENGTH DRBD. SIZE

(inches) (mm) (inches) (mm)

91”

103”

127”

103”

115”

139”

97”

109”

133”

†127” †151”

103”

115”

139”

182

190

208

198

195

364

226

233

325

318

345

277

305

350

2311

2616

3226

2616

2921

3531

2457

2762

3372

3226

3835

2616

2921

3531

49

55

96

59

65

89

62

85

96

98

110

83

95

109

18”

24”

*36”

18”

24”

*36”

18”

24”

*36”

24”

*36”

18”

24”

*36”

457

610

914

457

610

914

457

610

914

610

914

457

610

914

16 x 20 (406 x 508)

20 x 20 (508 x 508)

18 x 24 (457 x 610)

24 x 24 (610 x 610)

20 x 28 (508 x 711)

230

248

275

248

276

408

323

334

418

390

448

358

394

451

189

197

239

203

220

387

289

304

367

331

393

315

346

398

14” Water Level 12” Water Level 12” Water Level 17” Flood Level 15” Flood Level 15” Flood Level

SPEC-LINE 940 Series STANDARD 930 Series SUPER SAVER 900 Series

* Regalines with 36” Drainboards are Supplied with Two Sets of Legs for Support.

† Requires Two Faucets

LEGS: • 1 5/8” diameter tubular stainless steel. • Stainless steel gussets & channels. • Stainless Steel 1” adjustable bullet feet.

MATERIALS: Spec-Line (940 Series): 14 gauge type 304 stainless steel

11” High Splash.Standard (930 Series): 16 gauge type 304 stainless steel 8” High Splash.Super Saver (900 Series): 18 gauge type 304 stainless steel 8” High Splash.

Recessed Bowl Surface Accommodates

Poly-Vance Cutting Boards & Sink Covers

Item #: Qty #:

Model #:

Project #:

www.advancetabco.com

Customer Service Available To Assist You 1-800-645-3166 8:30 am - 8:00 pm E.S.T.

For Orders & Customer Service: Email: [email protected] or Fax: 631-242-6900

For Smart Fabrication™ Quotes:Email: [email protected] or Fax: 631-586-2933

200 Heartland Boulevard, Edgewood, NY 11717-8380

ADVANCE TABCO is constantly engaged in a program of improving our products. Therefore, we reserve the right to change specifications without prior notice.

© ADVANCE TABCO, SEPTEMBER 2014C-5a

DIMENSIONS and SPECIFICATIONS

TOL Overall: ± .500” ALL DIMENSIONS ARE TYPICAL Interior: ± .250”

SECTIONPLUMBING ROUGH-IN

MECHANICAL:• Supply is 1/2” IPS hot & cold.

• Faucet holes on 8” centers.

• Faucets are not included (see accessories).

• Waste drains are 1 1/2” IPS S/S basket type, located in center of sink bowl, and are included.

A B C D V W X Y Z V W X Y Z BOWL Overall DRBD Recommended (SIZE) Length (SIZE) Use

DESCRIPTION

91” 103” 127”

103”115” 139”

97”109” 133”

†127”†151”

103”115” 139”

20”

20”

24”

24”

28”

16”

20”

18”

24”

20”

27”

27”

31”

31”

35”

38”

38”

38”

38”

38”

11”

11”

11”

11”

11”

14”

14”

14”

14”

14”

20”

20”

20”

20”

20”

45”

45”

45”

45”

45”

38”

38”

38”

38”

38”

8”

8”

8”

8”

8”

12”

12”

12”

12”

12”

22”

22”

22”

22”

22”

42”

42”

42”

42”

42”

13 5/8”

13 5/8”

15 5/8”

15 5/8”

17 5/8”

18” 24”

*36”

18” 24”

*36”

18” 24”

*36”

24” *36”

18” 24”

*36”

16x20

20x20

24x24

18x24

20x28

DISHSINKS

DISH &POT SINKS

POT & PAN SINKS

POT SINKS

PAN SINKS

940 SERIES 900 & 930 SERIES

† Requires Two Faucets

DrainboardSize

OverallLength

A D

B

DrainboardSize

OverallLength

A D

B

* Regalines with 36” Drainboards are Supplied with Two Sets of Legs for Support.

SPEC-LINE 940 Series STANDARD 930 Series SUPER SAVER 900 Series

Adjustable

Welded

Adjustable

Welded

940 Series Adjustable Cross Bracing

8"203mm

2 3/8"[60mm]

6 3/4"[172mm]

18"457mm

Product Specifications:

Scale:

Model No.

Item No.

T&S BRASS AND BRONZE WORKS, INC.

03/13/14JRM

B-0230

8" Wall Mount Mixing Faucet, Eterna Cartridges, Lever Handles, 18" Swivel Nozzle & 1/2" NPT Female Inlets

2 Saddleback Cove / P.O. Box 1088Travelers Rest, SC 29690

Date: 1:6

This Space for Architect/Engineer Approval

Job Name__________________________Date_________

Model Specified_____________________ Quantity______

Customer/Wholesaler______________________________

Contractor_______________________________________

Architect/Engineer_________________________________

Checked:Drawn: Approved:DHL JHB

Travelers Rest, SC: 800-476-4103 • Simi Valley, CA: 800-423-0150 • Fax: 864-834-3518 • www.tsbrass.com

Sheet: 1 of 2

Product Compliance:

ASME A112.18.1 / CSA B125.1NSF 61 - Section 9NSF 372 (Low Lead Content)ANSI A117.1 (ADA)

Adjustable from7 3/4" to 8 1/4"

[197mm to 210mm]

Eterna Cartridges &Lever Handles w/ Color Coded Indexes

3 5/8"93mm

Ø 2" [51mm] Flanges w/1/2" NPTFemale Inlets

MountingSurface

065X18" Swing Nozzle w/ Stream RegulatorOutlet

9 9/16"242mm

12 7/16"315mm

ITEM NO. SALES NO. DESCRIPTION

1 065X 18" Swing Nozzle

2 B-PT Stream Regulator Outlet

3 001048-45 Nozzle Tip Washer

4 000922-45 Lever Handle Screw

5 001661-45 Red Index-HW

6 001638-45 Lever Handle7 005960-40 Eterna Cartridge, RTC

8 009538-45 Swivel Washer

9 011429-45 Swivel Sleeves (2)10 001074-45 O-Ring

11 001660-45 Blue Index-CW12 005959-40 Eterna Cartridge, LTC

13 001019-45 Coupling Nut Washer

14 00AA 1/2" NPT Female Eccentric Flange

15 002713-40 Eterna Cartridge, LTC w/ Handle, Index & Screw

16 002714-40 Eterna Cartridge, RTC w/ Handle, Index & Screw

Product Compliance:

ASME A112.18.1 / CSA B125.1NSF 61 - Section 9NSF 372 (Low Lead Content)ANSI A117.1 (ADA)

2of2Sheet:JHBDHL Approved:Drawn: Checked: Date:

8" Wall Mount Mixing Faucet, Eterna Cartridges, Lever Handles, 18" Swivel Nozzle & 1/2" NPT Female Inlets

JRM 03/13/14 Scale:

Product Specifications:

Model No.

Item No.

T&S BRASS AND BRONZE WORKS, INC.

Travelers Rest, SC: 800-476-4103 • Simi Valley, CA: 800-423-0150 • Fax: 864-834-3518 • www.tsbrass.com

B-0230

2 Saddleback Cove / P.O. Box 1088Travelers Rest, SC 29690

NTS

1

15

16

9

10

11

3

4 8

7

5

6

13 14

2

12

Item #: Qty #:

Model #:

Project #:

HB-SS-243HB-SS-244HB-SS-245HB-SS-246HB-SS-247HB-SS-248HB-SS-249HB-SS-2410HB-SS-2412

# ofLength FLAT TOP 1 1/2” SPLASH 5” SPLASH Doors Wt.



24” WIDE

36”48”60”72”84”96”108”120”144”

222444446

222444446

HF-SS-243HF-SS-244HF-SS-245HF-SS-246HF-SS-247HF-SS-248HF-SS-249HF-SS-2410HF-SS-2412

HK-SS-243HK-SS-244HK-SS-245HK-SS-246HK-SS-247HK-SS-248HK-SS-249HK-SS-2410HK-SS-2412

260 lbs.

295 lbs.

335 lbs.

375 lbs.

415 lbs.

460 lbs.

505 lbs.

550 lbs.

635 lbs.

30” WIDE




290 lbs.

330 lbs.

370 lbs.

415 lbs.

455 lbs.

500 lbs.

555 lbs.

615 lbs.

685 lbs.

36” WIDE

36”48”60”72”84”96”108”120”144”




230 lbs.

270 lbs.

310 lbs.

355 lbs.

395 lbs.

445 lbs.

495 lbs.

535 lbs.

615 lbs.

STAINLESS STEEL

HINGED DOOR STYLEENCLOSED BASE WORK TABLES

N-1

FEATURES:FLAT TOP is furnished with a 1 5/8” sanitary rolled rim on the frontand 1 5/8” square bend edges on the 2 sides and rear.1 1/2” SPLASH is furnished with a 1 5/8” sanitary rolled rim on thefront side and 1 5/8” square bend edges on the 2 sides and a 1 1/2”splash of single metal thickness on the rear side.5” SPLASH is furnished with a 1 5/8” sanitary rolled rim on the frontside and 1 5/8” square bend edges on the 2 sides and a 5” splashwith a 1” return on the rear side.HINGED DOORS are constructed as double panel doors withrecessed inner panels for extra rigidity.Rear flush panel along the rear of the base unit.

CONSTRUCTION:All TIG welded. Exposed areas finished to match adjacent surfaces.Entire Top is mechanically polished to a satin finish and is sounddeadened.Hat section secured to Top reinforces and maintains level workingsurface.UNI-BODY DESIGN sides, back and fixed mid shelf (sold separately)are welded to form a single rigid structure.Legs bolt on to table base.

MATERIAL:TOP is 14 gauge stainless steel type “304” series with galvanized understructure.

BODY is 18 gauge stainless steel type “430” series.

LEGS are stainless steel and include 1 1/2” adjustable hex foot.

NEW YORK GEORGIA TEXAS NEVADAFax: (631) 242-6900 Fax: (770) 775-5625 Fax: (972) 932-4795 Fax: (775) 972-1578www.advancetabco.com

Customer Service Available To Assist You 1-800-645-3166 8:30 am - 8:00 pm E.S.T.Email Orders To: [email protected]. For Smart Fabrication™ Quotes, Email To: [email protected] or Fax To: 631-586-2933

Flat Top 1 1/2” Backsplash

5” Backsplash

Mid Shelves Are Available. To Add a Fixed Mid Shelf, Add “M” After each Model Number.Upgrade to Adjustable Mid Shelf. Add TA-116.

36”48”60”72”84”96”108”120”144”

222444446

FEATURING BOLT-ON STAINLESS STEEL LEG

TOL ± .500” Units 7’ and larger are furnished with 6 legs. ALL DIMENSIONS ARE TYPICAL

DETAILS and SPECIFICATIONS

N-1a

HB-Series Flat Top

HF-Series 1 1/2” Rear Splash

HK-Series 5” Rear Splash

____ TA-20L ....... Replacement Bolt-on Leg____ TA-19L ....... Replacement Bolt-on Leg With Flanged Bullet Foot____ TA-255P..... 5” Heavy Duty Polyurethane Casters

(set of 4 - 2 w/ Brakes)____ TA-255AP .. 5” Heavy Duty Polyurethane Casters

(set of 6 - 2 w/ Brakes)____ TA-46 ........ Door Locks____ TA-54 ........ Removable Kick Plate

OPTIONAL MID SHELF DETAILS OPTIONAL ENCLOSED BASE ACCESSORIES


ADVANCE TABCO is constantly engaged in a program ofimproving our products. Therefore, we reserve the right tochange specifications without prior notice.

© ADVANCE TABCO, MAY 2014

12 1/2"

12 1/2"

1 1/2"

35 1/2"

1"

7"

1"

NEW!

TA-116 ADJUSTABLE ENCLOSED BASE CABINET MID SHELF (Sold Separately)

Shelves Over 36" In Length Require Multiple Sections With Center Partition.

Item #: Qty #:

Model #:

Project #:





24” WIDE

36”48”60”72”84”96”108”120”144”

222444446

222444446



260 lbs.

295 lbs.

335 lbs.

375 lbs.

415 lbs.

460 lbs.

505 lbs.

550 lbs.

635 lbs.

30” WIDE




290 lbs.

330 lbs.

370 lbs.

415 lbs.

455 lbs.

500 lbs.

555 lbs.

615 lbs.

685 lbs.

36” WIDE

36”48”60”72”84”96”108”120”144”




230 lbs.

270 lbs.

310 lbs.

355 lbs.

395 lbs.

445 lbs.

495 lbs.

535 lbs.

615 lbs.

STAINLESS STEEL

HINGED DOOR STYLEENCLOSED BASE WORK TABLES

N-1

FEATURES:FLAT TOP is furnished with a 1 5/8” sanitary rolled rim on the frontand 1 5/8” square bend edges on the 2 sides and rear.1 1/2” SPLASH is furnished with a 1 5/8” sanitary rolled rim on thefront side and 1 5/8” square bend edges on the 2 sides and a 1 1/2”splash of single metal thickness on the rear side.5” SPLASH is furnished with a 1 5/8” sanitary rolled rim on the frontside and 1 5/8” square bend edges on the 2 sides and a 5” splashwith a 1” return on the rear side.HINGED DOORS are constructed as double panel doors withrecessed inner panels for extra rigidity.Rear flush panel along the rear of the base unit.

CONSTRUCTION:All TIG welded. Exposed areas finished to match adjacent surfaces.Entire Top is mechanically polished to a satin finish and is sounddeadened.Hat section secured to Top reinforces and maintains level workingsurface.UNI-BODY DESIGN sides, back and fixed mid shelf (sold separately)are welded to form a single rigid structure.Legs bolt on to table base.

MATERIAL:TOP is 14 gauge stainless steel type “304” series with galvanized understructure.

BODY is 18 gauge stainless steel type “430” series.

LEGS are stainless steel and include 1 1/2” adjustable hex foot.

NEW YORK GEORGIA TEXAS NEVADAFax: (631) 242-6900 Fax: (770) 775-5625 Fax: (972) 932-4795 Fax: (775) 972-1578www.advancetabco.com

Customer Service Available To Assist You 1-800-645-3166 8:30 am - 8:00 pm E.S.T.Email Orders To: [email protected]. For Smart Fabrication™ Quotes, Email To: [email protected] or Fax To: 631-586-2933

Flat Top 1 1/2” Backsplash

5” Backsplash

Mid Shelves Are Available. To Add a Fixed Mid Shelf, Add “M” After each Model Number.Upgrade to Adjustable Mid Shelf. Add TA-116.

36”48”60”72”84”96”108”120”144”

222444446

FEATURING BOLT-ON STAINLESS STEEL LEG

TOL ± .500” Units 7’ and larger are furnished with 6 legs. ALL DIMENSIONS ARE TYPICAL

DETAILS and SPECIFICATIONS

N-1a

HB-Series Flat Top

HF-Series 1 1/2” Rear Splash

HK-Series 5” Rear Splash

____ TA-20L ....... Replacement Bolt-on Leg____ TA-19L ....... Replacement Bolt-on Leg With Flanged Bullet Foot____ TA-255P..... 5” Heavy Duty Polyurethane Casters

(set of 4 - 2 w/ Brakes)____ TA-255AP .. 5” Heavy Duty Polyurethane Casters

(set of 6 - 2 w/ Brakes)____ TA-46 ........ Door Locks____ TA-54 ........ Removable Kick Plate

OPTIONAL MID SHELF DETAILS OPTIONAL ENCLOSED BASE ACCESSORIES


ADVANCE TABCO is constantly engaged in a program ofimproving our products. Therefore, we reserve the right tochange specifications without prior notice.

© ADVANCE TABCO, MAY 2014

12 1/2"

12 1/2"

1 1/2"

35 1/2"

1"

7"

1"

NEW!

TA-116 ADJUSTABLE ENCLOSED BASE CABINET MID SHELF (Sold Separately)

Shelves Over 36" In Length Require Multiple Sections With Center Partition.

INSULATEDHOT CABINET

MODEL H-135-SUA-11

Page B-9.1Jan., 2014

JOB:

ITEM NO:

5925 Heisley Road • Mentor, OH 44060-1833Phone: 877/CRESCOR • Fax: 440/350-7267www.crescor.com

H-135-SUA-11

ACCESSORIES and OPTIONS(Available at extra cost):q Full View Window Door

q Red Powder Coat Doors

q Extra Universal Angles

q Corner Bumpers

q Perimeter Bumper

q Push Handle

q 208 or 240 Volt Service

q Food Safe Digital Thermometer

See page B-20 for accessory details.

FEATURES AND BENEFITS:• Fully insulated holding cabinet keeps prepared

foods at serving temperatures.

• Powerful, yet efficient, 1500 Watt heating system maintains the right temperature to properly hold products. Heats up to 200˚F (93˚C).

• Internal frame in body maintains structural rigidity.

• Body constructed of non-corrosive, stainless steel for strength and ease of cleaning. Extended base protects cabinet body.

• Insulated Dutch doors prevent temperature loss; door gaskets for proper seal. Field reversible for flexibility.

• Standard with right hand hinging; left hand hinging available upon request.

• Recessed push/pull handles on both sides prevent damage to walls; allows easy maneuvering.

• Safety-conscious anti-microbial latches reduce the spread of germs.

• Eleven sets of wire universal angles accommodate a large variety of pan sizes on adjustable 1-1/2" centers.

• Slanted control panel has easy-to-read thermometer; digital thermometer available upon request. Entire assembly removable for cleaning and maintenance.

• Heavy duty 5" swivel casters, two with brakes. Provides mobility when fully loaded.

®

SANITATIONNSF/ANSI 4

C US

®

H-135-SUA-11

5925 Heisley Road • Mentor, OH 44060-1833Phone: 877/CRESCOR • Fax: 440/350-7267www.crescor.com© Crescent Metal Products, Inc. 2014 All rights reserved. Litho in U.S.A.

In line with its policy to continually improve its products, CRES COR reserves the right to change materials and specifications without notice.

SHORT FORM SPECIFICATIONSCres Cor Insulated Holding Cabinet Model H-135-SUA-11. Inner, outer and top liners of 22 ga. stainless steel. (11) sets wire angles for multiple pan sizes, adjust able spacing every 1-1/2". Field reversible Dutch doors, 20 ga. stainless steel. Insulated with 1-1/2” fiberglass in top and back, 1" in sidewalls and doors. Removable 1500 Watt, 125 Volt power unit. Full base, .125 aluminum. 5" swivel modulus casters, Delrin bearings. Load capacity 250 lbs. each. 2-Year Parts / 1-Year Labor warranty. Provide the following accessories: ____ _____ _____ CSA-US, CSA-C, CSA to NSF4 listed.

CRES COR MODEL NO.

PAN DIM "A" DIM "B" DIM "C" INSIDE DIMENSIONS WEIGHTACT.CAP/ANGLES SIZE WIDTH DEPTH HEIGHT WIDTH DEPTH HEIGHT

H-135-SUA-11 11SETS

SEE NOTEBELOW

IN 25-3/4 33-1/2 69-3/4 21-3/4 27 54 LBS 225MM 655 850 1775 555 690 1375 KG 102

NOTES: 1. Pan sizes 22" x 20" (560 x 510) Roast & Bake Pans, 10" x 20" (255 x 510) Roast & Bake Pans, 18" x 26" (460 x 660) Bun Pans, 14" x 18" (355 x 460) Service Trays, 12" x 20" (305 x 510) Steam Table Pans.Refer to Pan Size Chart at end of section.

2. When ordering bumpers, add 2" to overall dimensions.

CABINET:• Body: 22 ga. stainless steel.• Reinforcement: Internal framework of .100 aluminum.• Insulation: Fiberglass, thermal conductivity (K factor) is .23 at 75˚F, 1" insulation in sidewalls and doors, 1-1/2" in top and back.

• Air tunnel: 22 ga. stainless steel; lift-out type, mounted on back panel.• Push/pull handles (2): Black plastic; 5-1/2” vertical; recessed.

BASE:• Full base construction, .125 aluminum.• Casters: 5" dia., swivel, modulus tires, 1-1/4 wide, load cap. 250 lbs. each, temp. range -40˚/+180˚F. Delrin bearings. Front casters equipped with brakes.

DUTCH DOORS:• Field reversible.• Formed 20 ga. stainless steel.• Gaskets: Perimeter type, silicone rubber.• Latches: Magnetic type with anti-microbial pull handle.• Hinges (4): Chrome plated high-pressure cast zinc.

PAN SLIDES:• Wire angles (.306 dia.) nickel chrome plated steel, mounted on lift off posts.

• Spaced on 4-1/2" centers; adjustable on 1-1/2" centers.

HOT UNIT COMPONENTS:• Removable bottom mount hot unit.• Body: Formed .063 aluminum with black control panel.• Thermostat: Electro-mechanical, room ambient to 200˚F. (93˚C.).• Pilot light.• Switch: ON-OFF rocker type.• Power cord: Permanent, 6 ft., 14/3 ga. with molded right angle plug.

• Heater: 1470 Watts.• Blower motor.• Thermometer.

POWER REQUIREMENTS:• 1500 Watts, 120 Volts, 60 Hz., single phase, 12.6 Amps., 15 Amp. service.

B

CB

A

5-15P

W

G

DATED: 7/26/10MODEL H135UA11, H135SUA11CAT. PAGE B-9, 9.1


INSTITUTIONAL CASEWORK 123200 - 1

SECTION 123200 - INSTITUTIONAL CASEWORK

PART 1 - GENERAL

1.1 SUMMARY


1. Plastic-laminate-faced wood cabinets.

2. Plastic-laminate countertops.

3. Solid-surfacing-material countertops

4. Wall shelving.

B. Related Sections:

1. Division 9 Section "Non-Load-Bearing Steel Framing" for reinforcements in metal-

framed partitions for anchoring manufactured wood casework.

1.2 SUBMITTALS


B. Shop Drawings: Include plans, elevations, sections, details, and attachments to other work.

Show fabrication details, including types and locations of hardware. Show installation details,

including field joints and filler panels. Indicate manufacturer's catalog numbers for casework.

C. Samples for Initial Selection, Verification: For cabinet finishes and for each type of top material

indicated.

D. Warranty: Sample of special warranty.


A. Manufacturer Qualifications: A qualified manufacturer that is certified for chain of custody by

an FSC-accredited certification body.

B. Installer Qualifications: Manufacturer's authorized representative who is trained and approved

for installation of units required for this Project.

C. Source Limitations: Obtain manufactured wood casework from single source from single

manufacturer.

D. Quality Standard: Unless otherwise indicated, comply with requirements for modular cabinets

in AWI's "Architectural Woodwork Quality Standards."

E. Product Designations: Drawings indicate sizes, configurations, and finish material of

manufactured wood casework by referencing designated manufacturer's catalog numbers. Other

manufacturers' casework of similar sizes and door and drawer configurations, of same finish



material, and complying with the Specifications may be considered. Refer to Division 1 Section

"Product Requirements."

1.4 DELIVERY, STORAGE, AND HANDLING

A. Deliver manufactured wood casework only after painting, utility roughing-in, and similar

operations that could damage, soil, or deteriorate casework have been completed in installation

areas. If casework must be stored in other than installation areas, store only in areas where

environmental conditions meet requirements specified in "Project Conditions" Article.

B. Keep finished surfaces covered with polyethylene film or other protective covering during

handling and installation.

1.5 PROJECT CONDITIONS

A. Environmental Limitations: Do not deliver or install manufactured wood casework until spaces

are enclosed and weathertight, wet work in spaces is complete and dry, work above ceilings is

complete, and temporary HVAC system is operating and maintaining ambient temperature and

humidity conditions at occupancy levels during the remainder of the construction period.

B. Field Measurements: Verify actual dimensions of construction contiguous with manufactured

wood casework by field measurements before fabrication.

1.6 COORDINATION

A. Coordinate layout and installation of framing and reinforcements in walls and partitions for

support of manufactured wood casework.

1.7 WARRANTY

A. Special Warranty: Manufacturer's standard form in which manufacturer agrees to repair or

replace components of manufactured wood casework that fail in materials or workmanship

within specified warranty period.

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

a. Delamination of components or other failures of glue bond.

b. Warping of components.

c. Failure of operating hardware.

d. Deterioration of finishes.

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

1.8 EXTRA MATERIALS

A. Furnish complete touchup kit for each type and finish of manufactured wood casework

provided. Include scratch fillers, stains, finishes, and other materials necessary to perform

permanent repairs to damaged casework finish.



PART 2 - PRODUCTS

2.1 MANUFACTURERS



1. Plastic-Laminate-Faced Manufactured Casework:

a. Dynamic Wood Solutions, Spring Lake MI, Contact: Ryan Gardner

1.231.766.0221

2.2 MATERIALS, GENERAL

A. Maximum Moisture Content for Lumber: 7 percent for hardwood and 12 percent for softwood.

B. Hardwood Plywood: HPVA HP-1, either veneer core or particleboard core unless otherwise

indicated.

C. Softwood Plywood: DOC PS 1.

D. Particleboard: ANSI A208.1, Grade M-2.

E. Particleboard: Straw-based particleboard complying with ANSI A208.1, Grade M-2, except for

density.

F. MDF: ANSI A208.2, Grade 130

G. Hardboard: AHA A135.4, Class 1 Tempered.

H. Plastic Laminate: High-pressure decorative laminate complying with NEMA LD 3.

1. Manufacturers: Subject to compliance with requirements, available manufacturers


the following: (Refer to drawing documents for laminate specified and locations for each

unit)

I. Edgebanding for Plastic Laminate: Rigid PVC extrusions, through color with satin finish, 3 mm

thick at doors and drawer fronts, 1 mm thick elsewhere.

J. Solid-Surfacing Material: Homogeneous solid sheets of filled plastic resin complying with

ISSFA-2.

1. Manufacturers: Subject to compliance with requirements, available manufacturers


the following: (Refer to drawing documents for colors and locations indicated, color not

indicated on drawings, submit manufacturers full range for architects selection)

2. Type: Provide Standard type unless Special Purpose type is indicated.



2.3 CABINET MATERIALS

A. Exposed Cabinet Materials:

1. Plastic Laminate

2. Unless otherwise indicated, provide specified edgebanding on all exposed edges.

B. Semiexposed Cabinet Materials:

1. Plastic Laminate

2. Unless otherwise indicated, provide specified edgebanding on all semiexposed edges.

C. Concealed Cabinet Materials:

1. Plastic Laminate: Grade BKL.

2.4 DESIGN, COLOR, AND FINISH

A. Plastic-Laminate Colors, Patterns, and Finishes: As indicated on drawing documents.

B. PVC Edgebanding Color: As selected from casework manufacturer's full range

C. Solid-Surfacing Material Colors and Patterns: As selected by Architect from manufacturer's full

range and as indicated on drawing documents.

2.5 CABINET FABRICATION

A. Plastic-Laminate-Faced Cabinet Construction: As required by referenced quality standard, but

not less than the following:

1. Bottoms and Ends of Cabinets, and Tops of Wall Cabinets and Tall Cabinets: 3/4-inch

(19-mm) particleboard, plastic-laminate faced[ on exposed surfaces,

2. Shelves: 3/4-inch (19-mm) particleboard, plastic-laminate faced[ on exposed surfaces,

3. Backs of Cabinets: 1/2-inch (12.7-mm) particleboard, plastic-laminate faced[ on exposed

surfaces,.

4. Drawer Fronts: 3/4-inch (19-mm) particleboard, plastic-laminate faced.

5. Drawer Sides and Backs: 1/2-inch (12.7-mm) solid-wood or veneer-core hardwood

plywood with glued dovetail or multiple-dowel joints.

6. Drawer Bottoms: 1/4-inch (6.4-mm) hardwood plywood glued and dadoed into front,

back, and sides of drawers. Use 1/2-inch (12.7-mm) material for drawers more than 24

inches (600 mm) wide.

7. Doors: 3/4-inch (19-mm) particleboard or MDF, plastic-laminate faced.

B. Filler Strips: Provide as needed to close spaces between cabinets and walls, ceilings, and

indicated equipment. Fabricate from same material and with same finish as cabinets.

2.6 CASEWORK HARDWARE AND ACCESSORIES

A. Hardware, General: Unless otherwise indicated, provide manufacturer's standard satin-finish,

commercial-quality, heavy-duty hardware.



B. Butt Hinges: Powder-coated, semiconcealed, 5-knuckle hinges complying with BHMA A156.9,

Grade 1, with antifriction bearings and rounded tips. Provide 2 hinges for doors less than 48

inches (1220 mm) high and 3 hinges for doors more than 48 inches (1220 mm) high.

C. Pulls: Solid aluminum wire pulls, fastened from back with two screws.

D. Drawer Slides: BHMA A156.9, Type B05091.

1. Heavy Duty (Grade 1HD-100 and Grade 1HD-200): Side mounted; full-extension type;

zinc-plated, steel ball-bearing slides.

E. Adjustable Shelf Supports: 2-pin locking plastic shelf rests complying with BHMA A156.9,

Type B04013

F. Grommets for Cable Passage through Countertops: 2-inch (51-mm) OD, molded-plastic

grommets and matching plastic caps with slot for wire passage.

2.7 COUNTERTOPS

A. Countertops, General: Provide smooth, clean exposed tops and edges in uniform plane free of

defects. Provide front and end overhang of 1 inch (25 mm) over base cabinets.

B. Plastic-Laminate Tops: Plastic-laminate sheet, shop bonded to both sides of 1-1/8-inch (29-

mm) plywood or particleboard. Sand surfaces to which plastic laminate is to be bonded.

1. Construct top and backsplash from one piece of plastic laminate with rolled edges and

coved intersection. Where indicated, provide separate end splashes fitted to top.

2. Use exterior plywood or exterior glue particleboard for countertops containing sinks.

C. Solid-Surfacing-Material Tops: 1/2-inch- (12.7-mm-) thick, solid-surfacing material with front

edge built up with same material.

1. Backsplashes: 1/2-inch- (12.7-mm-) thick, solid-surfacing material; slightly eased at

edge

2.8 WALL SHELVING

A. Plastic-Laminate Shelving: Plastic-laminate sheet, Grade HGL or HGP, shop bonded to both

sides of particleboard. Sand surfaces to which plastic laminate is to be bonded.

1. Shelf Thickness: 3/4 inch (19 mm).

PART 3 - EXECUTION

3.1 EXAMINATION

A. Examine areas, with Installer present, for compliance with requirements for installation

tolerances, location of framing and reinforcements, and other conditions affecting performance

of manufactured wood casework.



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

3.2 CASEWORK INSTALLATION

A. Install level, plumb, and true; shim as required, using concealed shims. Where manufactured

wood casework abuts other finished work, apply filler strips and scribe for accurate fit, with

fasteners concealed where practical.

B. Base Cabinets: Set cabinets straight, level, and plumb. Adjust subtops within 1/16 inch (1.5

mm) of a single plane. Fasten cabinets to masonry or framing, wood blocking, or

reinforcements in walls and partitions with fasteners spaced 24 inches (600 mm) o.c. Bolt

adjacent cabinets together with joints flush, tight, and uniform. Align similar adjoining doors

and drawers to a tolerance of 1/16 inch (1.5 mm).

C. Wall Cabinets: Hang cabinets straight, level, and plumb. Adjust fronts and bottoms within 1/16

inch (1.5 mm) of a single plane. Fasten to hanging strips, masonry, or framing, blocking, or

reinforcements in walls or partitions. Align similar adjoining doors to a tolerance of 1/16 inch

(1.5 mm).

1. Fasten through back, near top and bottom, at ends, and not more than 16 inches (400 mm)

o.c.

D. Install hardware uniformly and precisely. Set hinges snug and flat in mortises unless otherwise

indicated. Adjust and align hardware so moving parts operate freely and contact points meet

accurately. Allow for final adjustment after installation.

E. Adjust casework and hardware so doors and drawers operate smoothly without warp or bind.

Lubricate operating hardware as recommended by manufacturer.

3.3 INSTALLATION OF TOPS

A. Field Jointing: Where possible make in the same manner as shop jointing, using dowels,

splines, adhesives, and fasteners recommended by manufacturer. Prepare edges to be joined in

shop so Project-site processing of top and edge surfaces is not required. Locate field joints

where shown on Shop Drawings.

1. Secure field joints in plastic-laminate countertops with concealed clamping devices

located within 6 inches (150 mm) of front and back edges and at intervals not exceeding

24 inches (600 mm). Tighten according to manufacturer's written instructions to exert a

constant, heavy-clamping pressure at joints.

B. Secure tops to cabinets with Z- or L-type fasteners or equivalent, using two or more fasteners at

each front, end, and back.

C. Abut top and edge surfaces in one true plane, with internal supports placed to prevent

deflection.

D. Seal junctures of tops, splashes, and walls with mildew-resistant silicone sealant or another

permanently elastic sealing compound recommended by countertop material manufacturer.



3.4 INSTALLATION OF SHELVING

A. Securely fasten shelf standards to masonry, partition framing, wood blocking, or reinforcements

in partitions.

B. Install shelf standards plumb and at heights to align shelf brackets for level shelves.

C. Install shelving level and straight, closely fitted to other work where indicated.

3.5 CLEANING AND PROTECTING

A. Repair or remove and replace defective work as directed on completion of installation.

B. Clean finished surfaces, touch up as required, and remove or refinish damaged or soiled areas to

match original factory finish, as approved by Architect.

C. Protection: Provide 6-mil (0.15-mm) plastic or other suitable water-resistant covering over

countertop surfaces. Tape to underside of countertop at a minimum of 48 inches (1220 mm) o.c.

Remove protection at Substantial Completion.
