Alfred Benesch & Company

4551 W. 107th Street, Suite 250

Overland Park, KS 66207 www.benesch.com

P 913-441-1100

4551 W. 107th Street, Suite 250

Project Manual Osawatomie State Hospital � Fire & Security Station

HVAC Improvements KDADS Project No. X-1495

PREPARED FOR

Kansas Department for Aging & Disability Services

New England Building

503 S Kansas Ave

Topeka, KS 66603

July 2, 2026

TABLE OF CONTENTS TC-1

TECHNICAL SPECIFICATIONS

TABLE OF CONTENTS

Division 01 � GENERAL REQUIREMENTS

01 1000 Summary of Work

01 3100 Project Management and Coordination

01 3300 Submittal Procedures

01 7700 Closeout Procedures

Division 23 � HEATING, VENTILATING, AND AIR CONDITIONING (HVAC)

23 0523.10 Valves

23 0529

23 0719

23 2213

23 2216

Hangers and Supports

HVAC Piping Insulation

Steam and Condensate Piping

Steam and Condensate Heating Piping Specialties

JULY 2026 X-1495

FIRE & SECURITY STATION HVAC IMPROVEMENTS

01 1000 - 1

SUMMARY OF WORK

SECTION 01 1000 � SUMMARY OF WORK

PART 1 - GENERAL

1.1 SUMMARY

Project Scope: Contractor shall furnish and install the following items located on the campus of the Osawatomie State Hospital. All labor and materials necessary for the proper installation of these items as indicated in the Contract Documents shall be included. A general summary of the work includes:

Fire & Security Station Remove and replace the steam fin tube heaters on the second floor, and all associated steam and condensate piping located primarily on the first-floor level. Remove the existing steam unit heaters on the first floor and install one new unit heater. Remove and replace the existing condensate pump receiver statin on the first floor. Provide new suspended grid ceilings in the Dispatch, Locker, and Office rooms on the first floor where the existing ceiling has been removed.

Provide and install a new multi-zone variable refrigerant flow heat pump system, including wall-mounted indoor evaporator units, to condition the second-floor area.

1.2 DEFINITIONS

A. Owner: For the purpose of these contract documents all references to the Owner shall mean the Kansas Department for Aging and Disability Services (KDADS).

B. Engineer: For the purpose of these contract documents all references to the Engineer shall mean Alfred Benesch & Co.

C. Water Treatment Supplier: The vendor furnishing the new water treatment equipment pre-purchased by the Owner is CE Water Management, Inc.

1.3 POINTS OF CONTACT

A. Point of Contact Names:

For technical and construction administration questions concerning the Project, contact:

Kirby Demott P.E.

Sr. Project Manager Alfred Benesch & Co.

913-269-4351 kdemott@benesch.com

For questions regarding site access or coordination with ongoing hospital operations contact:

Richard Zaroban, CHFM Project Manager Osawatomie State Hospital 913-755-1211 Richard.Zaroban@ks.gov

1.4 AGREEMENTS FOR BIDDING:

A. Bidder acknowledges and agrees to submit his Bid in accordance with the provisions as required by the enclosed documents.

01 1000 - 2

SUMMARY OF WORK

B. The Project shall be constructed under a single Contract and will be awarded to the responsible Bidder offering the lowest bid price and meeting the requirements for bidding and requirements of the Contract Documents.

C. Failure to acknowledge receipt of Addenda issued may be cause for Owner�s rejection of a Bid.

D. An incomplete Bid or information included but not solicited on the Bid Form may be cause for Owner�s rejection of a bid.

E. A Bid may be considered incomplete or non-responsive if it fails to quote a price for an Alternate, Unit Price, or other separate item identified and solicited on the Bid Form supplied to the Bidder.

F. The Kansas Division of Aging and Disabilities Services reserves the right to reject any or all Bids and to waive technicalities and formalities for the acceptance or rejection of Bids, should such action be deemed in the best interest of the Owner.

G. The Owner reserves the right to accept or reject any or all Alternates submitted with the Bid before awarding the Contract.

H. In compliance with K.S.A. 75-3741, subcontractors which the Contractor proposes to employ for the work shall be listed on the Bid Form.

I. It is the responsibility of the Contractor to supply his prospective subcontractors with copies of the Contract Documents for bidding.

1.5 TIME OF COMPLETION

A. Calendar Days: Contractor agrees, if awarded the Contract, to have the work:

1. Substantial completion within 90 calendar days from the date the Purchase Order is issued by the Owner.

2. Final completion within 120 calendar days from the date the Purchase Order is issued by the Owner.

B. Substantial Completion is defined as all new equipment being functioning as intended and available to cool and heat the spaces served.

C. Final Completion is defined as: All work completed in accordance with the contract documents including those items noted as deficient on final inspection.

1.6 LIQUIDATED DAMAGES

A. Amount: Liquidated damages for the Project are established at the following rate:

1. $250 per day if not substantially complete by the date established above for substantial completion.

Or

2. $250 per day if all of the work in the contract is not totally complete by the date established above for final completion.

1.7 FEDERAL TAX

A. Federal Tax Included: Bidder acknowledges that the cost for the Federal Excise Tax has been included in quoted prices on the Bid Form, to cover the cost of said tax on all items of construction, equipment, and material subject to such tax.

01 1000 - 3

SUMMARY OF WORK

1.8 STATE TAX

A. This project has been determined by the Kansas Department of Revenue to be exempt from Kansas sales tax. The cost of said Tax s h o u l d n o t be i n c l u d e d i n all Bid and Contract prices.

1.9 PRE-CONSTRUCTION

A. Requirements: Prior to starting construction the following items shall be completed.

1. On-site Pre-Construction Meeting with Owner and Engineer.

2. Receipt of �Purchase Order� from State of Kansas, Office of Procurement and

Contracts.

3. Approval of the Contractors detailed Construction Schedule and Plan of Work

Activities.

1.10 SUBMITTALS

A. Addressing of Submittals: Submittals, notifications, and reports required by the Specifications shall be sent and addressed to the following, unless otherwise indicated in the Contract Documents.

Kirby Demott P.E.

Benesch 4551 W. 107th Street Suite 250 Overland Park, KS 66207 kdemott@benesch.com Office: 913-213-5143

B. Format and Identification: Project number shall be on all submittals. Submittals shall be approved by the Prime Contractor prior to submittal to the engineer. All copies shall have an indication of Prime Contractor approval.

C. Marking and Legibility: Submittals in the form of manufacturer�s standard preprinted data and brochures shall be suitably marked by Contractor to designate the information, materials, and products applicable to the Project. Such markings shall be reproducible by means of standard photocopy machinery. Color highlighting as a means of marking is not acceptable.

D. Copies: Contractor shall provide 2 copies of each submittal for Owner�s records plus the number of copies needed by Contractor.

E. Processing Time: Allow time for submittal review, including time for resubmittals, as follows. Time for review shall commence on Engineer�s receipt of submittal.

1. Initial Review: Allow 10 calendar days for initial review of each submittal. Allow additional time if coordination with subsequent submittals is required. Engineer will advise Contractor when a submittal being processed must be delayed for coordination.

2. Resubmittal Review: Allow 10 calendar days for review of each resubmittal.

1.12 GUARANTEES AND WARRANTIES

A. General: Provide guaranties and warranties in accordance with the General Conditions of the Contract and as required by the Specifications.

B. Submittal: Warranties and guarantees shall be addressed and submitted to:

01 1000 - 4

SUMMARY OF WORK

Richard Zaroban Project Manager P.O. Box 500 Osawatomie State Hospital 500 State Hospital Drive Osawatomie, KS 66064 Richard.Zaroban@ks.gov Mobile: 913-755-1211 fax: 913-755-7414

1.13 TEMPORARY FACILITIES AND CONTROLS

A. General: Contractor shall provide temporary facilities and controls necessary to complete the Work.

Remove Contractor-provided temporary facilities and controls upon completion of the Work and sooner when no longer needed.

B. Storage: An exterior area to accommodate material storage at the work site, if requested by Contractor, will be provided at a location to be designated by the Owner. Owner is not responsible for safe keeping or protection of materials of equipment stored on Owner�s property.

C. Toilet Facilities: The Owner�s restroom facilities may be used as directed.

D. Water: Available at hose bibbs.

E. Electricity: Available with approval.

F. Telephone: By Contractor.

1.14 ADDITIONAL GENERAL REQUIREMENTS

A. Existing Facilities: The Contractor shall take all necessary precautions to insure against damage to existing facilities, roads, and grounds. Any damaged items shall be repaired or replaced by the Contractor at no additional cost to the Owner.

B. Protection of Work: The Contractor shall take all necessary precautions to insure against damage to Products and Work. Any damaged items, including paved and unpaved surfaces, shall be replaced, or repaired, to eliminate evidence of repair, at no additional cost to the Owner.

C. Use of Public and Private Paved Roads: The Contractor shall protect all paved surfaces from unnecessary damage. No tracked machinery shall be allowed to travel directly on paved surfaces.

Paved surfaces include those covered by asphalt, concrete, and brick.

D. Project Maintenance: Remove debris and rubbish from the work site as frequently as necessary to avoid safety hazards and unsightliness, and at the end of each workday.

E. Site Specific Requirements: The Owner has specific rules and requirements in regard to conduct, safety and security while working on the grounds of this facility. These requirements will be reviewed at the pre-bid meeting. The Contractor will be required to follow these requirements while performing work on site.

F. Hot Work Permit: Prior to any temporary operations involving open flames or producing heat and/or sparks the Contractor shall complete and submit an OSH Hot Work Permit. This includes, but is not limited to, brazing, cutting, grinding, soldering, thawing, and welding.

G. Operations & Maintenance Manuals: Prior to Substantial Completion the contractor shall submit for

01 1000 - 5

SUMMARY OF WORK

approval O&M Manuals for all equipment provided as part of this project, including but not limited to: Multi-zone Heat Pump and associated equipment. All O&M�s shall be combined and organized into one (or more) 3� binders with a typed table of contents and tabs for each piece of equipment.

The initial submittal for review may be a hard copy or PDF. The final submittal shall include two hard copies and a PDF file on a flash drive.

1.15 PROJECT SPECIFIC REQUIREMENTS

A. Work Hours: The Contractor will have access to work within the Fire & Security Station 24 hours a day, 7 days a week at his convenience.

B. Testing and Startup: The Contractor is responsible for testing, startup, and demonstrating the proper operation of the equipment

C. Environmental Conditions: The Contractor should be aware that the Fire & Security Station is manned 24-7 and must remain in operation throughout construction. Only brief power and/or steam outages will be allowed with prior approval. The Contractor will be expected to cooperate with the

Owners operating personnel.

1.16 INSPECTIONS

A. Inspections: Inspections will be conducted by Owner and/or the Engineer as frequently as deemed necessary.

B. Inspections conducted by Owner, or the Engineer, does not relieve Contractor from compliance with

Contract Documents.

END OF SECTION 01 1000

01 3100 - 1

PROJECT MANAGEMENT AND COORDINATION

SECTION 01 3100 � PROJECT MANAGEMENT AND COORDINATION

PART 1 � GENERAL

1.1. DESCRIPTION

A. Section includes administrative provisions for coordinating construction operations on Project.

1.2. SUMMARY

A. Definitions

B. Informational Submittals

C. General Coordination Procedures

D. Request for Information (RFIs)

E. Project Meetings

1.3. RELATED SECTIONS

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

B. Section 01 7700 Closeout Procedures for coordination closeout of Contract

1.4. DEFINITIONS

A. RFI: Request from Owner, Construction Manager, Engineer, or Contractor seeking information required by or clarifications of the Contract Documents.

1.5. INFORMATIONAL SUBMITTALS

A. Subcontract List: Prepare a written summary identifying individuals or firms proposed for each portion of the Work, including those who are to furnish products or equipment fabricated to a special design.

Include the following information in tabular form:

1. Name, address, and telephone number of entity performing subcontract or supplying products.

2. Number and title of related Specification Section(s) covered by subcontract.

3. Drawing number and detail references, as appropriate, covered by subcontract.

B. Key Personnel Names: Within 15 days of starting construction operations, submit a list of key personnel assignments, including superintendent and other personnel in attendance at Project site.

Identify individuals and their duties and responsibilities; list addresses and telephone numbers, including home, office, and cellular telephone numbers and e-mail addresses. Provide names, addresses, and telephone numbers of individuals assigned as alternates in the absence of individuals assigned to Project.

1.6. GENERAL COORDINATION PROCEDURES

01 3100 - 2

PROJECT MANAGEMENT AND COORDINATION

A. Coordination: Coordinate construction operations included in different Sections of the Specifications to ensure efficient and orderly installation of each part of the Work. Coordinate construction operations, included in different Sections, which depend on each other for proper installation, connection, and operation.

1. Schedule construction operations in sequence required to obtain the best results where installation of one part of the Work depends on installation of other components, before or after its own installation.

2. Coordinate installation of different components to ensure maximum performance and accessibility for required maintenance, service, and repair.

3. Make adequate provisions to accommodate items scheduled for later installation.

B. Prepare memoranda for distribution to each party involved, outlining special procedures required for coordination. Include such items as required notices, reports, and list of attendees at meetings.

1. Prepare similar memoranda for Owner and separate contractors if coordination of their Work is required.

1.7. REQUEST FOR INFORMATION (RFIs)

A. General: Immediately on discovery of the need for additional information or interpretation of the

Contract Documents, Contractor shall prepare and submit an RFI in the form specified.

1. Engineer will return RFIs submitted to Engineer by other entities controlled by Contractor with no response.

2. Coordinate and submit RFIs in a prompt manner to avoid delays in Contractor's work or work of subcontractors.

B. Content of the RFI: Include a detailed, legible description of item needing information or interpretation and the following:

1. Project name

2. Project number

3. Date

4. Name of Contractor

5. Name of Engineer

6. RFI number, numbered sequentially

7. RFI subject

8. Specification Section number and title and related paragraphs, as appropriate.

9. Drawing number and detail references, as appropriate.

10. Field dimensions and conditions, as appropriate.

01 3100 - 3

PROJECT MANAGEMENT AND COORDINATION

11. Contractor's suggested resolution. If Contractor's suggested resolution impacts the Contract

Time or the Contract Sum, Contractor shall state impact in the RFI.

12. Contractor's signature.

13. Attachments: Include sketches, descriptions, measurements, photos, Product Data, Shop

Drawings, coordination drawings, and other information necessary to fully describe items needing interpretation.

C. RFI Forms: AIA Document G716 or Software-generated form with substantially the same content as indicated above, acceptable to Engineer.

D. Engineers Action: Engineer will review each RFI, determine action required, and respond. Allow seven working days for Engineer�s response for each RFI. RFIs received by Engineer after 1:00 p.m. will be considered as received the following working day.

1. The following Contractor-generated RFIs will be returned without action:

a. Requests for approval of submittals.

b. Requests for approval of substitutions.

c. Requests for approval of Contractor's means and methods.

d. Requests for coordination information already indicated in the Contract Documents.

e. Requests for adjustments in the Contract Time or the Contract Sum.

f. Requests for interpretation of Engineer�s actions on submittals.

g. Incomplete RFIs or inaccurately prepared RFIs.

2. Engineer�s action may include a request for additional information, in which case Engineer�s time for response will date from time of receipt of additional information.

3. Engineer�s action on RFIs that may result in a change to the Contract Time or the Contract

Sum may be eligible for Contractor to submit Change Proposal according to general terms and conditions of the contract.

a. If Contractor believes the RFI response warrants change in the Contract Time or the

Contract Sum, notify Engineer in writing within 10 days of receipt of the RFI response.

E. RFI Log: Prepare, maintain, and submit upon request a tabular log of RFIs organized by the RFI number.

1.8. PROJECT MEETINGS

A. General: Engineer will schedule and conduct meetings and conferences at Project site unless otherwise indicated.

B. Preconstruction Conference: Engineer will Schedule and conduct a preconstruction conference before starting construction, at a time convenient to Owner and Engineer.

01 3100 - 4

PROJECT MANAGEMENT AND COORDINATION

1. Attendees: Authorized representatives of Owner, Engineer, and their consultants; Contractor and its superintendent; major subcontractors; suppliers; and other concerned parties shall attend the conference. Participants at the conference shall be familiar with Project and authorized to conclude matters relating to the Work.

2. Agenda: Discuss items of significance that could affect progress, including the following:

a. Tentative construction schedule

b. Phasing

c. Critical work sequencing and long-lead items

d. Designation of key personnel and their duties

e. Procedures for processing field decisions and Change Orders

f. Procedures for RFIs

g. Procedures for testing and inspecting

h. Procedures for processing Applications for Payment

i. Submittal procedures

j. Preparation of record documents

k. Use of the premises

l. Work restrictions

m. Working hours

n. Responsibility for temporary facilities and controls

o. Procedures for disruptions and shutdowns

p. Construction waste management and recycling

q. Parking availability

r. Office, work, and storage areas

s. Equipment deliveries and priorities

t. First aid

u. Security

v. Progress cleaning

3. Minutes: Entity responsible for conducting meeting will record and distribute meeting minutes.

C. Progress Meetings: Engineer will conduct progress meetings at monthly intervals.

01 3100 - 5

PROJECT MANAGEMENT AND COORDINATION

1. Attendees: In addition to representatives of Owner and Engineer each contractor, subcontractor, supplier, and other entity concerned with current progress or involved in planning, coordination, or performance of future activities shall be represented at these meetings. All participants at the meeting shall be familiar with Project and authorized to conclude matters relating to the Work.

2. Agenda: Review and correct or approve minutes of previous progress meeting. Review other items of significance that could affect progress. Include topics for discussion as appropriate to status of Project.

a. Contractor's Construction Schedule: Review progress since the last meeting.

Determine whether each activity is on time, ahead of schedule, or behind schedule, in relation to Contractor's construction schedule. Determine how construction behind schedule will be expedited; secure commitments from parties involved to do so.

Discuss whether schedule revisions are required to ensure that current and subsequent activities will be completed within the Contract Time.

i Review schedule for next period.

b. Review present and future needs of each entity present, including the following:

i Interface requirements.

ii Sequence of operations.

iii Status of submittals.

iv Deliveries.

v Off-site fabrication.

vi Access.

vii Site utilization.

viii Temporary facilities and controls.

ix Progress cleaning.

x Quality and work standards.

xi Status of correction of deficient items.

xii Field observations.

xiii Status of RFIs.

xiv Status of proposal requests.

xv Pending changes.

xvi Status of Change Orders.

xvii Pending claims and disputes.

xviii Documentation of information for payment requests.

3. Minutes: Entity responsible for conducting the meeting will record and distribute the meeting minutes to each party present and to parties requiring information.

a. Schedule Updating: Contractor shall revise construction schedule after each progress meeting where revisions to the schedule have been made or recognized. Revised schedule shall be distributed to each party within 4 business days following the meeting.

PART 2 � PRODUCTS (Not Used)

PART 3 � EXECUTION (Not Used)

END OF SECTION 01 3100

01 3300 - 1

SUBMITTAL PROCEDURES

SECTION 01 3300 � SUBMITTAL PROCEDURES

PART 1 � GENERAL

1.1. DESCRIPTION

A. This Section includes requirement for the submittal schedule and administrative and procedural requirement for submitting Shop Drawings, Product Data, Samples, and other submittals.

1.2. SUMMARY

A. Related Sections

B. Definitions

C. Submittal Administrative Requirements

D. Submittal Procedures

E. Products

F. Execution

1.3. DEFINITIONS

A. Action Submittals: Written and graphic information and physical samples that require Engineer�s responsive action.

B. Informational Submittals: Written and graphic information and physical samples that do not require

Engineer�s responsive action. Submittals may be rejected for not complying with requirements.

C. File Transfer Protocol (FTP): Communications protocol that enables transfer of files to and from another computer over a network and that serves as the basis for standard Internet protocols. An FTP site is a portion of a network located outside of network firewalls within which internal and external users are able to access files.

D. Portable Document Format (PDF): An open standard file format licensed by Adobe Systems used for representing documents in a device-independent and display resolution-independent fixed-layout document format.

1.4. SUBMITTAL ADMINISTRATIVE REQUIREMENTS

A. Engineer�s Digital Data Files: Electronic digital data files of the Contract Drawings will not be provided by

Engineer for Contractor's use in preparing submittals.

B. 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. Submit all submittal items required for each Specification Section concurrently.

01 3300 - 2

SUBMITTAL PROCEDURES

C. Processing Time: Allow time for submittal review, including time for resubmittals, as follows. Time for review shall commence on Engineer�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. Initial Review: Allow 14 calendar days for initial review of each submittal. Allow additional time if coordination with subsequent submittals is required. Engineer will advise Contractor when a submittal being processed must be delayed for coordination.

2. Intermediate Review: If intermediate submittal is necessary, process it in same manner as initial submittal.

3. Resubmittal Review: Allow 7 calendar days for review of each resubmittal.

D. Paper Submittals: Place a permanent label or title block on each submittal item for identification.

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

2. Provide a space approximately 6 by 8 inches on label or beside title block to record Contractor's review and approval markings and action taken by Engineer.

3. Include the following information for processing and recording action taken:

a. Project name

b. Date

c. Name of Engineer

d. Name of Contractor

e. Name of subcontractor

f. Name of supplier

g. Name of manufacturer

h. Submittal number or other unique identifier, including revision identifier

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

E. Electronic Submittals (Preferred): Identify and incorporate information in each electronic submittal file as follows:

1. Assemble complete submittal package into a single indexed file incorporating submittal requirements of a single Specification Section and transmittal form with links enabling navigation to each item.

01 3300 - 3

SUBMITTAL PROCEDURES

2. Provide means for insertion to permanently record Contractor's review and approval markings and action taken by Engineer.

3. Transmittal Form for Electronic Submittals: Use electronic form acceptable to Owner, containing the following information:

a. Project name

b. Date

c. Name and address of Engineer

d. Name of Contractor

e. Name of firm or entity that prepared submittal

f. Names of subcontractor, manufacturer, and supplier

g. Category and type of submittal

h. Submittal purpose and description

i. Specification Section number and title

j. Specification paragraph number or drawing designation and generic name for each of multiple items

k. Drawing number and detail references, as appropriate

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

m. Indication of full or partial submittal

n. Transmittal number

o. Submittal and transmittal distribution record

p. Other necessary identification

F. Deviations and Additional Information: On an attached separate sheet, prepared on Contractor's letterhead, record relevant information, requests for data, revisions other than those requested by

Engineer on previous submittals, and deviations from requirements in the Contract Documents, including minor variations and limitations. Include same identification information as related submittal.

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

1. Note date and content of previous submittal.

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

3. Resubmit submittals until they are marked with approval notation from Engineer�s action stamp.

01 3300 - 4

SUBMITTAL PROCEDURES

H. Distribution: Furnish copies of final submittals to manufacturers, subcontractors, suppliers, fabricators, installers, authorities having jurisdiction, and others as necessary for performance of construction activities. Show distribution on transmittal forms.

I. Use for Construction: Use only final action submittals that are marked with approval notation from

Engineer�s action stamp.

PART 2 � PRODUCTS

2.1. SUBMITTAL PROCEDURES

A. General Submittal Procedure Requirements:

1. Electronic submittals: Submit via email as PDF electronic files.

a. Engineer will return annotated file. Annotate and retain one copy of file as an electronic

Project record document file.

2. Certificates and Certifications Submittals: Provide a statement that includes signature of entity responsible for preparing certification. Certificates and certifications shall be signed by an officer or other individual authorized to sign documents on behalf of that entity.

a. Provide a digital signature with digital certificate on electronically submitted certificates and certifications where indicated.

b. Provide a notarized statement on original paper copy certificates and certifications where indicated.

B. Product Data: Collect information into a single submittal for each element of construction and type of product or equipment.

1. If information must be specially prepared for submittal because standard published data are not suitable for use, submit as Shop Drawings, not as Product Data.

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

3. Include the following information, as applicable:

a. Manufacturer's catalog cuts

b. Manufacturer's product specifications

c. Standard color charts

d. Statement of compliance with specified referenced standards

e. Testing by recognized testing agency

f. Application of testing agency labels and seals

g. Notation of coordination requirements

h. Availability and delivery time information

4. For equipment, include the following in addition to the above, as applicable:

01 3300 - 5

SUBMITTAL PROCEDURES

a. Wiring diagrams showing factory-installed wiring

b. Printed performance curves

c. Operational range diagrams

d. Clearances required to other construction, if not indicated on accompanying Shop

Drawings

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.

1. Preparation: Fully illustrate requirements in the Contract Documents. Include the following information, as applicable:

a. Comply with Owner's requirements and office policy

b. Identification of products

c. Schedules

d. Compliance with specified standards

e. Notation of coordination requirement

f. Notation of dimensions established by field measurement

g. Relationship and attachment to adjoining construction clearly indicated

h. Seal and signature of licensed professional engineer if specified

2. Sheet Size: Except for templates, patterns, and similar full-size drawings, submit Shop Drawings on sheets at least 8-1/2 by 11 inches but no larger than 30 by 42 inches.

PART 3 � EXECUTION

3.1. CONTRACTOR�S REVIEW

A. Action and Informational Submittals: 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.

Mark with approval stamp before submitting to Engineer.

B. 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.

3.2. ENGINEER�S ACTION

A. General: Engineer will not review submittals that do not bear the Contractor�s approval stamp and will return them without action.

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SUBMITTAL PROCEDURES

B. Submittals: Engineer will review each submittal, make marks to indicate corrections or revisions required, and return it. Engineer will stamp each submittal with an action stamp and will mark stamp appropriately to indicate action.

C. Incomplete submittals are unacceptable, will be considered nonresponsive, and will be returned for resubmittal without review.

D. Submittals not required by the Contract Documents may be returned by the Engineer without action.

END OF SECTION 01 3300

01 7700 - 1

CLOSEOUT PROCEDURES

SECTION 01 7700 � CLOSEOUT PROCEDURES

PART 1 � GENERAL

1.1. DESCRIPTION

A. Section includes administrative and procedural requirement for contract closeout.

1.2. SUMMARY

A. Related Sections

B. Substantial Completion Procedures

C. Final Completion Procedures

D. List of Incomplete Item (Punch List)

E. Execution

1.3. SUBMITTALS

A. Requirements of Section 01 3300 � Submittal Procedures, apply except as may be modified or added to herein.

B. Contractor�s list of incomplete items at Substantial Completion

1.4. CLOSEOUT SUBMITTALS

A. Certificate of Insurance: For continuing coverage.

1.5. SUBSTANTIAL COMPLETION PROCEDURES

A. Contractor's List of Incomplete Items: Prepare and submit a list of items to be completed and corrected (Contractor's punch list), indicating the value of each item on the list and reasons why the Work is incomplete.

B. Submittals Prior to Substantial Completion: Complete the following a minimum of 10 days prior to requesting inspection for determining date of Substantial Completion. List items below that are incomplete at time of request.

1. Submit closeout submittals specified in other Division 01 Sections, including project record documents, operation and maintenance manuals, final completion construction photographic documentation, damage or settlement surveys, property surveys, and similar final record information.

2. Submit closeout submittals specified in individual Sections, including specific warranties, workmanship bonds, maintenance service agreements, final certifications, and similar documents.

01 7700 - 2

CLOSEOUT PROCEDURES

3. Submit maintenance material submittals specified in individual Sections, including tools, spare parts, extra materials, and similar items, and deliver to location designated by

Owner. Label with manufacturer's name and model number where applicable.

4. Submit changeover information related to Owner's occupancy, use, operation, and maintenance.

C. Procedures Prior to Substantial Completion: Complete the following a minimum of 10 days prior to requesting inspection for determining date of Substantial Completion. List items below that are incomplete at time of request.

1. Advise Owner of pending insurance changeover requirements.

2. Make final changeover of permanent locks and deliver keys to Owner. Advise Owner's personnel of changeover in security provisions.

3. Complete startup and testing of systems and equipment.

4. Perform preventive maintenance on equipment used prior to Substantial Completion.

5. Complete final cleaning requirements, including touchup painting.

D. Inspection: Submit a written request for inspection to determine Substantial Completion a minimum of 10 days prior to date the work will be completed and ready for final inspection and tests. On receipt of request, Engineer will notify Contractor of items, either on Contractor's list or additional items identified by Engineer, that must be completed or corrected before acceptance of Substantial Completion.

1. Re-inspection: Request re-inspection 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.

1.6. FINAL COMPLETION PROCEDURES

A. Preliminary Procedures: Before requesting final inspection for determining final completion, complete the following:

1. Instruct Owner's personnel in operation, adjustment, and maintenance of products, equipment, and systems.

B. Inspection: Submit a written request for final inspection for acceptance. On receipt of request, Engineer will either proceed with inspection or notify Contractor of unfulfilled requirements.

1. Re-inspection: Request re-inspection when the Work identified in previous inspections as incomplete is completed or corrected.

1.7. LIST OF INCOMPLETE ITMES (PUNCH LIST)

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CLOSEOUT PROCEDURES

A. Organization of List: Include name and identification of each 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. Submit list of incomplete items in the following format:

a. PDF electronic file.

PART 2 � PRODUCTS (Not Used)

PART 3 � EXECUTION (Not Used)

END OF SECTION 01 7700

23 0523.10 - 1

VALVES

SECTION 23 0523.10 - VALVES

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

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

1.2 SUMMARY

A. This Section includes the valves indicated on the drawings.

B. Related Sections include the following:

Division 23 piping Sections for specialty valves applicable to those Sections only.

1.3 DEFINITIONS

A. The following are standard abbreviations for valves:

CWP: Cold working pressure.

SWP: Steam working pressure.

WOG: Water, oil, gas.

1.4 SUBMITTALS

A. Product Data: For each type of valve indicated. Include body, seating, and trim materials; valve design; pressure and temperature classifications; end connections; arrangement; dimensions;

and required clearances. Include list indicating valve and its application. Include rated capacities; shipping, installed, and operating weights; furnished specialties; and accessories.

1.5 DELIVERY, STORAGE, AND HANDLING

A. Prepare valves for shipping as follows:

Protect internal parts against rust and corrosion.

Protect threads, flange faces, grooves, and weld ends.

Set angle, gate, and globe valves closed to prevent rattling.

Set ball and plug valves open to minimize exposure of functional surfaces.

Block check valves in either closed or open position.

B. Use the following precautions during storage:

Maintain valve end protection.

Store valves indoors and maintain at higher than ambient dew-point temperature. If outdoor storage is necessary, store valves off the ground in watertight enclosures.

C. Use sling to handle large valves; rig sling to avoid damage to exposed parts. Do not use handwheels or stems as lifting or rigging points.

23 0523.10 - 2

VALVES

PART 2 - PRODUCTS

2.1 VALVES, GENERAL

A. Refer to Part 3 "Valve Applications" Article for applications of valves.

B. Valve Pressure and Temperature Ratings: Not less than indicated and as required for system pressures and temperatures.

C. Valve Sizes: Same as upstream pipe, unless otherwise indicated.

D. Valve Actuators:

Handwheel: For valves other than quarter-turn types.

Lever Handle: For quarter-turn valves NPS 6 and smaller, except plug valves.

E. Extended Valve Stems: On insulated valves.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Examine piping system for compliance with requirements for installation tolerances and other conditions affecting performance.

Proceed with installation only after unsatisfactory conditions have been corrected.

B. Examine valve interior for cleanliness, freedom from foreign matter, and corrosion. Remove special packing materials, such as blocks, used to prevent disc movement during shipping and handling.

C. Operate valves in positions from fully open to fully closed. Examine guides and seats made accessible by such operations.

D. Examine threads on valve and mating pipe for form and cleanliness.

E. Examine mating flange faces for conditions that might cause leakage. Check bolting for proper size, length, and material. Verify that gasket is of proper size, that its material composition is suitable for service, and that it is free from defects and damage.

F. Do not attempt to repair defective valves; replace with new valves.

3.2 VALVE APPLICATIONS

A. Steam and Condensate Piping: Use the following types of valves:

Gate Valves, NPS 2 and Smaller:

Rating: Class 150 Body Mtl.: Forged Steel A105 End Type: Threaded Seat: Alloy Steel A182 F6, 12% Chrome Face Wedge: Steel A182 F6, 12% Chrome Face Bonnet: Bolted, OS&Y, A105 Stem: SS A473 TP416

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VALVES

Gate Valves, NPS 2-1/2 and Larger:

Rating: Class 125 Body Mtl.: Iron End Type: Flanged Trim: Bronze Disc: Solid wedge.

Bonnet: Bolted, OS&Y

Check Valves, NPS 2 and Smaller:

Rating: 300 psi SWP Body: Y-pattern, Bronze End Type: Threaded Trim: SS

3.3 VALVE INSTALLATION

A. Piping installation requirements are specified in other Division 15 Sections. Drawings indicate general arrangement of piping, fittings, and specialties.

B. Install valves with unions or flanges at each piece of equipment arranged to allow service, maintenance, and equipment removal without system shutdown.

C. Locate valves for easy access and provide separate support where necessary.

D. Install valves in horizontal piping with stem at or above center of pipe, unless noted otherwise.

E. Install valves in position to allow full stem movement.

3.4 JOINT CONSTRUCTION

A. Refer to Division 15 Section "Basic Mechanical Materials and Methods" for basic piping joint construction.

3.5 ADJUSTING

A. Adjust or replace valve packing after piping systems have been tested and put into service but before final adjusting and balancing. Replace valves if persistent leaking occurs.

END OF SECTION 23 0523.10

23 0529 - 1

HANGERS AND SUPPORTS

SECTION 23 0529 - HANGERS AND SUPPORTS

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

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

1.2 SUMMARY

A. This Section includes the following hangers and supports for mechanical system piping and equipment:

1. Steel pipe hangers and supports.

2. Metal framing systems.

3. Thermal-hanger shield inserts.

4. Fastener systems.

5. Pipe stands.

6. Equipment supports.

1.3 DEFINITIONS

A. MSS: Manufacturers Standardization Society for The Valve and Fittings Industry Inc.

B. Terminology: As defined in MSS SP-90, "Guidelines on Terminology for Pipe Hangers and Supports."

1.4 PERFORMANCE REQUIREMENTS

A. Design supports for multiple pipes, including pipe stands, capable of supporting combined weight of supported systems, system contents, and test water.

B. Design equipment supports capable of supporting combined operating weight of supported equipment and connected systems and components.

PART 2 - PRODUCTS

2.1 MANUFACTURERS

A. In other Part 2 articles where titles below introduce lists, the following requirements apply to product selection:

1. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include but are not limited to, manufacturers specified.

2.2 STEEL PIPE HANGERS AND SUPPORTS

A. Description: MSS SP-58, Types 1 through 58, factory-fabricated components. Refer to Part 3 "Hanger and Support Applications" Article for where to use specific hanger and support types.

B. Available Manufacturers:

1. B-Line Systems, Inc.; a division of Cooper Industries.

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HANGERS AND SUPPORTS

2. Grinnell Corp.

3. National Pipe Hanger Corporation.

C. Galvanized, Metallic Coatings: Pregalvanized or hot dipped.

2.3 METAL FRAMING SYSTEMS

A. Description: MFMA-3, shop- or field-fabricated pipe-support assembly made of steel channels and other components.

B. Available Manufacturers:

1. B-Line Systems, Inc.; a division of Cooper Industries.

2. Unistrut Corp.; Tyco International, Ltd.

C. Coatings: Manufacturer's standard finish, unless other metal surfaces are indicated.

2.4 THERMAL-HANGER SHIELD INSERTS

A. Description: 100-psig minimum, compressive-strength insulation insert encased in sheet metal shield.

B. Available Manufacturers:

1. ERICO/Michigan Hanger Co.

2. PHS Industries, Inc.

3. Pipe Shields, Inc.

C. Insulation-Insert Material for Hot Piping: Water-repellent treated, ASTM C 533, Type I calcium silicate.

D. For Clevis or Band Hangers: Insert and shield shall cover lower 180 degrees of pipe.

E. Insert Length: Extend 2 inchesbeyond sheet metal shield for piping operating below ambient air temperature.

2.5 FASTENER SYSTEMS

A. Mechanical-Expansion Anchors: Insert-wedge-type zinc-coated steel, for use in hardened portland cement concrete with pull-out, tension, and shear capacities appropriate for supported loads and building materials where used.

1. Available Manufacturers:

a. B-Line Systems, Inc.; a division of Cooper Industries.

b. Hilti, Inc.

c. ITW Ramset/Red Head.

2.6 EQUIPMENT SUPPORTS

A. Description: Welded, shop- or field-fabricated equipment support made from structural-steel shapes.

2.7 MISCELLANEOUS MATERIALS

A. Structural Steel: ASTM A 36/A 36M, steel plates, shapes, and bars; black and galvanized.

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HANGERS AND SUPPORTS

B. Grout: ASTM C 1107, factory-mixed and -packaged, dry, hydraulic-cement, nonshrink and nonmetallic grout; suitable for interior and exterior applications.

1. Properties: Nonstaining, noncorrosive, and nongaseous.

2. Design Mix: 5000-psi, 28-day compressive strength.

PART 3 - EXECUTION

3.1 HANGER AND SUPPORT APPLICATIONS

A. Specific hanger and support requirements are specified in Sections specifying piping systems and equipment.

B. Comply with MSS SP-69 for pipe hanger selections and applications that are not specified in piping system Sections. Contractor is responsible for proper selection, location and installation of hangers, supports and inserts.

C. Use hangers and supports with galvanized, metallic coatings for piping and equipment that will not have field-applied finish.

D. Use nonmetallic coatings on attachments for electrolytic protection where attachments are in direct contact with copper tubing.

E. Use padded hangers for piping that is subject to scratching.

F. Horizontal-Piping Hangers and Supports: Unless otherwise indicated and except as specified in piping system Sections, install the following types:

1. Adjustable, Steel Clevis Hangers (MSS Type 1): For suspension of noninsulated or insulated stationary pipes, NPS 1/2 to NPS 30.

2. U-Bolts (MSS Type 24): For support of heavy pipes, NPS 1/2 to NPS 30.

3. Pipe Stanchion Saddles (MSS Type 37): For support of pipes, NPS 4 to NPS 36, with steel pipe base stanchion support and cast-iron floor flange and with U-bolt to retain pipe.

G. Vertical-Piping Clamps: Unless otherwise indicated and except as specified in piping system Sections, install the following types:

1. Extension Pipe or Riser Clamps (MSS Type 8): For support of pipe risers, NPS 3/4 to NPS 20.

2. Carbon- or Alloy-Steel Riser Clamps (MSS Type 42): For support of pipe risers, NPS 3/4 to

NPS 20, if longer ends are required for riser clamps.

H. Hanger-Rod Attachments: Unless otherwise indicated and except as specified in piping system Sections, install the following types:

1. Steel Turnbuckles (MSS Type 13): For adjustment up to 6 inchesfor heavy loads.

2. Steel Clevises (MSS Type 14): For 120 to 450 deg Fpiping installations.

3. Malleable-Iron Sockets (MSS Type 16): For attaching hanger rods to various types of building attachments.

4. Steel Weldless Eye Nuts (MSS Type 17): For 120 to 450 deg Fpiping installations.

I. Building Attachments: Unless otherwise indicated and except as specified in piping system Sections, install the following types:

1. Side-Beam or Channel Clamps (MSS Type 20): For attaching to bottom flange of beams, channels, or angles.

2. Center-Beam Clamps (MSS Type 21): For attaching to center of bottom flange of beams.

3. Welded Beam Attachments (MSS Type 22): For attaching to bottom of beams if loads are considerable and rod sizes are large.

23 0529 - 4

HANGERS AND SUPPORTS

4. C-Clamps (MSS Type 23): For structural shapes.

5. Top-Beam Clamps (MSS Type 25): For top of beams if hanger rod is required tangent to flange edge.

6. Side-Beam Clamps (MSS Type 27): For bottom of steel I-beams.

7. Steel-Beam Clamps with Eye Nuts (MSS Type 28): For attaching to bottom of steel I-beams for heavy loads.

8. Linked-Steel Clamps with Eye Nuts (MSS Type 29): For attaching to bottom of steel I-beams for heavy loads, with link extensions.

9. Malleable Beam Clamps with Extension Pieces (MSS Type 30): For attaching to structural steel.

10. Welded-Steel Brackets: For support of pipes from below, or for suspending from above by using clip and rod. Use one of the following for indicated loads:

a. Light (MSS Type 31): 750 lb.

b. Medium (MSS Type 32): 1500 lb.

c. Heavy (MSS Type 33): 3000 lb.

11. Side-Beam Brackets (MSS Type 34): For sides of steel beams.

12. Plate Lugs (MSS Type 57): For attaching to steel beams if flexibility at beam is required.

J. Saddles and Shields: Unless otherwise indicated and except as specified in piping system Sections, install the following types:

1. Protection Shields (MSS Type 40): Of length recommended in writing by manufacturer to prevent crushing insulation.

2. Thermal-Hanger Shield Inserts: For supporting insulated pipe.

K. Comply with MSS SP-69 for trapeze pipe hanger selections and applications that are not specified in piping system Sections.

L. Comply with MFMA-102 for metal framing system selections and applications that are not specified in piping system Sections.

M. Use mechanical-expansion anchors instead of building attachments where required in concrete construction.

3.2 HANGER AND SUPPORT INSTALLATION

A. Steel Pipe Hanger Installation: Comply with MSS SP-69 and MSS SP-89. Install hangers, supports, clamps, and attachments as required to properly support piping from building structure.

B. Thermal-Hanger Shield Installation: Install in pipe hanger or shield for insulated piping.

C. Fastener System Installation:

1. Install mechanical-expansion anchors in concrete after concrete is placed and completely cured. Install fasteners according to manufacturer's written instructions.

D. Install hangers and supports complete with necessary inserts, bolts, rods, nuts, washers, and other accessories.

E. Equipment Support Installation: Fabricate from welded-structural-steel shapes.

F. Install hangers and supports to allow controlled thermal and seismic movement of piping systems, to permit freedom of movement between pipe anchors, and to facilitate action of expansion joints, expansion loops, expansion bends, and similar units.

23 0529 - 5

HANGERS AND SUPPORTS

G. Install lateral bracing with pipe hangers and supports to prevent swaying.

H. Install building attachments within concrete slabs or attach to structural steel. Install additional attachments at concentrated loads, including valves, flanges, and strainers, NPS 2-1/2 and larger and at changes in direction of piping.

I. Load Distribution: Install hangers and supports so piping live and dead loads and stresses from movement will not be transmitted to connected equipment.

J. Pipe Slopes: Install hangers and supports to provide indicated pipe slopes and so maximum pipe deflections allowed by ASME B31.1 (for power piping) and ASME B31.9 (for building services piping) are not exceeded.

K. Insulated Piping: Comply with the following:

1. Attach clamps and spacers to piping.

a. Piping Operating above Ambient Air…