Spec_Book_SAF241-20_signed.pdf

SAF241-20

Project Manual Including Specifications for The Construction of

CITY OF SANTA FE

PASEO REAL WRF SCADA, CHEM FEED, AND

VFD REPLACEMENTS

Santa Fe, New Mexico 87507

April 2026

OWNER: City of Santa Fe 73 Paseo Real

Santa Fe, New Mexico, 87507

ENGINEER: MOLZEN CORBIN

2701 Miles Road, SE

Albuquerque, New Mexico 87106

ENGINEER OF RECORD

Molzen Corbin 2701 Miles Road, S.E.

Albuquerque, New Mexico 87106

(505) 242-5700

The technical material and data contained in the Specifications were prepared under the supervision and direction of the undersigned, whose seal as a Professional Engineer, licensed to practice in the State of New Mexico, is affixed below.

N.M.P.E. No. 13679 Steven K. Morrow, P.E.

All questions about the meaning or intent of these documents shall be submitted only to the Engineer of Record, stated above, in writing.

SAF241-20

SAF241-20 TOC-1

TECHNICAL SPECIFICATIONS

DIVISION 01 – GENERAL REQUIREMENTS

01 25 00 Substitution Procedures 01 33 23 Shop Drawings, Product Data, and Samples 01 78 39 Project Record Documents 01 78 40 Deliveries to Owner 01 78 44 Spare Parts and Maintenance Materials

DIVISION 05 – ANCHORS

05 50 01 Anchor Bolts and Chemical Anchors

DIVISION 23 – HVAC

23 00 00 Heating, Ventilating, and Air Conditioning Index 23 05 00 General Heating, Ventilating, and Air Conditioning Requirements 23 05 93 Balancing of Mechanical Systems 23 30 00 Air Distribution

DIVISION 25 – AUTOMATION

25 00 00 Integrated Automation Index 25 11 00 Electrical Controls and Interlocks 25 30 00 Controls and Instrumentation

DIVISION 26 – ELECTRICAL SYSTEMS

26 00 10 General Conditions for Electrical Systems 26 00 20 Codes, Permits and Fines for Electrical Systems 26 00 30 Area Classification for Electrical Systems 26 00 40 Project Record Documents for Electrical Systems 26 00 60 Extra Materials and Spares for Electrical Systems 26 05 19 Low Voltage Wire and Cables 26 05 26 Grounding and Bonding 26 05 29 Hangers and Supports 26 05 33.13 Electrical Conduit 26 05 33.16 Boxes 26 05 43 Underground Pull Boxes 26 05 53 Electrical Identification 26 08 10 Electrical Testing 26 27 16 Cabinets and Enclosures 26 27 26 Wiring Devices 26 27 27 Wire Connectors and Accessories 26 28 13 Low Voltage Fuses 26 28 16 Enclosed Switches 26 29 23 Variable Frequency Drives 26 33 53 Static Uninterruptible Power Supply 26 43 13 Surge Protective Devices for low Voltage SYstems

SAF241-20 TOC-2

DIVISION 40 – PROCESS INTEGRATION

40 60 10 Installation Testing and Calibration of Instrumentation 40 60 20 Installation and Testing of Control Circuits and Devices 40 61 13 Control System Documents and Procedures 40 61 93 Control Wiring Schedule and Tag List 40 61 96 Process Control Narratives 40 63 43 Programmable Logic Controller System 40 67 10 Control Panels 40 72 13.10 Ultrasonic Level Transmitter (4-Wire) 40 72 63.13 Submersible Hydrostatic Level Transducer 40 72 76.13 Liquid Level Float Switches 40 73 36 Pressure Switches 40 78 10 Control Panel Hardware 40 78 59.13 DC Power Supplies 40 80 00 Process Control Equipment Commissioning

WATER RESOURCE DIVISIONS

Water Resources Technical Specifications included on Construction Drawings.

SAF241-20 01 25 00-1

SECTION 01 25 00

SUBSTITUTION PROCEDURES

PART 1 GENERAL

1.01 REQUIREMENTS INCLUDED

A. For the purposes of this Specification Section, the terms “Material and Equipment” and “Products” have the same meaning and are used interchangeably.

1.02 RELATED REQUIREMENTS

A. Conditions of the Contract.

B. Equipment Suppliers List.

1.03 SUBSTITUTIONS AND PRODUCT OPTIONS

A. Contractor’s Options:

1. For Products specified only by reference standard, select any product meeting that standard.

2. For Products specified by naming several Products or manufacturers, select any one of the products or manufacturers named, which complies with the specifications.

3. For Products specified by naming one or more Products or manufacturers and “or equal”, “or Engineer approved equivalent”, or “Engineer reviewed equivalent”, or similar term, Contractor shall submit a request as for substitutions for any Product or manufacturer not specifically named. The use of brand names is for the purpose of describing the standard of quality, performance, and characteristics desired, and is not intended to limit or restrict competition.

4. For Products specified by naming only one Product and manufacturer, there is no option. This is usually done in cases where the Owner has standardized on previously purchased products and spare parts at its facilities, and needs to maintain consistent training, operation, and maintenance programs.

B. Substitutions:

1. For a period of 30 days after the Preconstruction Conference, Engineer will consider written requests from Contractor for substitution of Products.

2. Submit a separate request for each Product, supported with complete data, with drawings and samples as appropriate, including:

a. Comparison of the qualities of the proposed substitution with that specified.

b. Changes required in other elements of the work because of the substitution.

c. Effect on the construction schedule.

SAF241-20 01 25 00-2

d. Cost data comparing the proposed substitution with the Product specified.

e. Any required license fees or royalties.

f. Availability of maintenance service, and source of replacement materials.

3. Engineer shall be the judge of the acceptability of the proposed Product substitution.

C. Contractor’s Representation:

1. A request for a Product substitution constitutes a representation that Contractor:

a. Has investigated the proposed Product and determined that it is equal to or superior in all respects to that specified.

b. Will provide the same warranties or bonds for the substitution as for the Product specified.

c. Will coordinate the installation of an accepted substitution into the Work and make such other changes as may be required to make the Work complete in all respects. Upon request, submit to Engineer to-scale dimensioned electronic drawing files of the specific model of the requested substituted equipment items. Drawings shall show general arrangement plan and sections. Drawing files shall be in AutoCAD dwg format.

d. Waives all claims for additional costs or contract time, under his responsibility, which may subsequently become apparent.

D. Engineer will review requests for substitutions with reasonable promptness, and notify Contractor, in writing, of the decision to accept or reject the requested substitution.

1.04 INTENT OF TECHNICAL SPECIFICATIONS

A. Since the specified materials and details of equipment and component fabrication and assembly are given for specific functional, operational, maintainability, and compatibility reasons, which are not detailed in the Contract Documents, any substitution shall provide the functional intent as well as the specified intent in all details, as determined by the Engineer.

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

END OF SECTION

SAF241-20 01 33 23-1

SECTION 01 33 23

SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES

1.01 SECTION INCLUDES

A. Shop Drawings.

B. Product Data.

C. Samples.

D. Contractor Responsibility.

E. Engineer Responsibility.

F. Architectural Finishes.

G. Schedule of Submittals.

1.02 RELATED WORK/REQUIREMENTS SPECIFIED ELSEWHERE

A. Conditions of the Contract: Definitions and Additional Responsibilities of Parties.

1.03 SHOP DRAWINGS

A. Present drawings in a clear and thorough manner.

1. Sufficient detail to show kind, size, and arrangement and function of component materials and devices.

B. Minimum sheet size: 8-1/2″ x 11″.

1.04 PRODUCT DATA

A. Preparation:

1. Provide information required in individual Sections.

2. Where sheets are reproduced from a pamphlet, catalog, or similar publication, print the manufacturer’s name and the title of the publication on each sheet, or set of sheets, if it is not already on the sheet.

3. Clearly mark each copy to identify applicable products or models by either neatly encircling pertinent data and marking the circle with an arrow or by crossing out all extraneous data, with black, indelible ink. Do not use highlighter because it will not reproduce well.

4. For items that may be installed at multiple locations throughout the project, such as pipe materials, valves, other pipe appurtenances, and field coatings, indicate in a cover letter where each item is intended to be installed.

5. Show performance characteristics and capacities.

6. Show dimensions and clearances required.

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7. Indicate weights of major components.

8. Indicate materials of construction.

9. Do not prepare submittal materials from facsimile (FAX) copies of product data unless specifically authorized by Engineer.

10. Material described on Drawings but not shown in the Specifications: Provide cut sheets as a minimum, or as called for on the Drawings.

B. Installation data for all materials and equipment for which operation and maintenance manuals will not be provided. Also provide installation data with shop drawing prior to delivery of equipment, if specified in the equipment Section.

1. Provide manufacturer’s installation instructions and recommendations.

2. Provide referenced standards for installation.

C. Manufacturer’s standard schematic drawings, diagrams, descriptions and information:

1. Modify to delete information that does not apply to Work.

2. Supplement to provide information specifically applicable to the Work.

1.05 SAMPLES

A. Samples shall be of sufficient size and quantity to clearly illustrate:

1. Functional characteristics of the project, with integrally related parts and attachment devices.

2. Full range of color, texture, and pattern.

B. Include identification on each sample, with full project information.

1.06 CONTRACTOR RESPONSIBILITIES

A. If substitutions of materials are proposed, conform to Section 01 25 00 – Substitution Procedures.

B. Submit exactly the required quantity of materials.

C. Review Shop Drawings, Product Data, Certificates, Electrical Schematics, Electrical Connection Diagrams, Test Reports, Installation Instructions, Samples, and similar required submittal materials for completeness and accuracy prior to submission.

Return unsatisfactory submittal materials to the supplier or manufacturer for correction.

D. Determine and Verify:

1. Field measurements.

2. Field construction criteria.

3. Catalog numbers and similar data.

4. Conformance with Specifications.

5. Conflicts with other items of construction past, present, or future.

6. Submittal materials are legible.

E. Coordinate each submittal with requirements of the Work and of the Contract Documents.

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F. Notify the Engineer in writing, at time of submission, of any deviations in submittal from Contract requirements.

G. Begin no fabrication or work that requires submittals until return of submittals with Engineer's final review.

1.07 SUBMITTAL PROCEDURES

A. Make submittals promptly and in such sequence as to cause no delay in the Work.

B. Execute and attach “Contractor Submittal Form” to each submittal. Sample form is attached to the end of this Section. Sign, date, and forward the Form and the Contractor reviewed submittal materials to the Engineer.

C. Number submittals by respective section number followed by an “S” for submittals, “P” for preliminary O&M, and “F” for final O&M.

D. Include a copy of the respective Specification Section(s). For each paragraph of the Specifications, confirm that the submittal complies and include a tab and sheet number where the information can be found for each paragraph of the Specification.

If the submittal does not comply with a paragraph, identify as such and provide an explanation why it does not. If this information is not provided with each submittal and preliminary O&M, then the Engineer will return as “Not Reviewed.” Final O&Ms are excluded from this requirement.

1.08 RESUBMISSION REQUIREMENTS

A. Make corrections/changes in the submittals to comply with comments made by the Engineer and resubmit until final review.

1. Attach Engineer’s comments from previous submittal annotated with action taken in the current submittal.

B. Number resubmittals as identified in paragraph entitled “Submittal Procedures,” and follow with a numeric value which identifies the number of resubmittals pertaining to that specific submittal.

C. Shop Drawings and Product Data:

1. Revise initial drawings or data, and resubmit as specified for the initial submittal.

2. Indicate any changes that have been made other than those requested by the

Engineer.

D. Samples: Submit new samples as required for initial submittal.

E. Specifically direct attention in writing to revisions other than the corrections called for by the Engineer on previous submittals.

F. Include a copy of previous “Contractor Submittal Forms.”

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G. Include a copy of previous Engineer’s comments, marked to show Contractor’s responses. If not provided, submittal will be returned as “Rejected/Resubmit.”

H. Furnish all applicable information in the resubmittal, including information on material that was favorably reviewed. Upon request, the Engineer will return all but one of the original submittals for reuse by the Contractor.

I. Partial resubmittals are allowed, but following favorable review of the partial resubmittal, provide complete resubmittals including all favorably reviewed material.

1.09 DISTRIBUTION

A. Copy and distribute submittals returned by Engineer marked “No Exception Taken” or “Make Corrections Noted”:

1. Jobsite file.

2. Jobsite record documents file.

3. Subcontractors and suppliers as appropriate.

B. If returned by Engineer, distribute samples marked “No Exception Taken” or “Make Corrections Noted” as directed by the Engineer.

1.10 ENGINEER RESPONSIBILITIES

A. Review submittals with reasonable promptness as specified herein in the Timeliness subsection.

B. Return submittals with completed Contractor Submittal Form with signature and attach review comments if needed.

C. Return one copy of submittal to Contractor.

D. Submittal Review Status Categories:

1. “NO EXCEPTION TAKEN” – Reviewed for general conformity to the requirements of the Contract Documents. Quantities shown not verified.

Contractor’s full responsibility is in no way relieved by this action.

2. “MAKE CORRECTIONS NOTED” – Reviewed and noted for general conformity to requirements of the Contract Documents. Quantities shown not verified. Contractor’s responsibility is in no way relieved by this action.

Resubmittal is not required, provided Contractor concurs with, accepts, and complies with A/E’s comments.

3. “REVISE & RESUBMIT” – Reviewed and not accepted. Provide missing information, make corrections as noted, and resubmit full submittal.

4. “REJECTED/RESUBMIT” – Reviewed or partially reviewed and not accepted.

Resubmit information in conformance with the Contract Documents.

5. “RECEIPT ACKNOWLEDGED” – Submittal for Section is not required or submittal is being held by A/E for coordination of work with that of another Section.

SAF241-20 01 33 23-5

E. Return submittals with only cursory review and marked “Revise & Resubmit” or “Rejected/Resubmit” when:

1. It becomes apparent the submittal is not acceptable,

2. The submittal has not been thoroughly reviewed by the Contractor,

3. Submittal does not cover all of a Section,

4. Submittal improperly contains information for more than one Section, or

5. Submittal is illegible.

F. Return resubmittals only containing partial information.

G. Discard submittal copies in excess of those scheduled.

1.11 LIMITS OF ENGINEER’S RESPONSIBILITY

A. Engineer’s review does not constitute acceptance or responsibility for accuracy of dimensions or quantities.

B. Engineer’s review does not relieve the Contractor from meeting requirements of the Contract Documents.

C. Engineer’s review does not constitute approval for any deviation from the Contract Documents unless such deviations are specifically stated as such on the submittal and specifically allowed by the Engineer by specific written notification for each such variation.

D. Engineer’s review does not relieve the Contractor from responsibility for errors or omissions in the Shop Drawings or from responsibility for having complied with the Contractor’s Responsibilities portion of this Section.

E. Engineer’s review will be only for conformance with the design concept of the Project and for compliance with the information given in the Contract Documents and shall not extend to means, methods, techniques, sequences or procedures of construction or to safety precautions or programs incident thereto. The review of a separate item as such will not indicate approval of the assembly in which the item functions.

1.12 PAYMENT AND TIME FOR REVIEW OF EXCESSIVE SUBMITTALS

A. Submittals after first resubmittal:

1. Owner will charge Contractor for all of Engineer’s review time and costs at

Engineer’s standard billing rates through a credit by Change Order.

2. Reviewed by Engineer at convenience of the Engineer.

1.13 FORMAT

A. Furnish individual submittal packages for each Section. Include a separate Contractor Submittal Form for each Section.

SAF241-20 01 33 23-6

B. The Contractor may elect to make a single submittal for all Sections supplied by a single manufacturer/supplier. Such single submittal must conform to the following:

1. Index the submittal with tabs with one and only one Section under a single tab.

2. Include a separate Contractor Submittal Form for each Section.

3. Identify submittal packages on the front or on the first page with the Owner’s name, the project name, the Contractor’s name, the subcontractor’s name, the date, and the contents of the binder, including the Specification Section(s), title(s), and number(s).

C. Minimum Acceptable Binding Methods:

1. Submittals of no more than six sheets per set, including cover sheets: Staple in sets.

2. Submittals of seven to 25 sheets per set: Punch sheets and assemble in a soft-cover binder with 3-hole metal fold-down clips to hold pages or in a ring binder.

3. Submittals of 26 to 75 sheets: Punch sheets and assemble in a hard-cover ring binder.

4. Submittals of more than 75 sheets: Punch sheets and assemble in a hard-cover D-ring binder.

5. Fold 11″ x 17″ drawings to fit into bound sets of submittals.

6. Furnish drawings larger than 11″ x 17″ folded and inserted in pockets in the binders. Provide a complete index in the submittal literature set.

1.14 TIMELINESS

A. As a minimum, the Contractor shall allow the following number of calendar days for submittal process:

Engineer’s Review Time Initial Submittal 14 Resubmittal 7 Operation and Maintenance Manuals 16

1. Engineer’s Review Time is the time the submittal is in the Engineer’s office.

2. The Engineer will process first those items with higher priority based on a written request from the Contractor.

B. Turnaround time for complex submittals (such as process equipment systems with multiple components, mechanical systems, electrical equipment, instrumentation control systems, and electrical process and instrumentation drawings) may exceed the total indicated in Paragraph 1.14 A.

C. Materials, equipment, supplies, or labor to install such materials or equipment for which submittals have not been marked “No Exception Taken” or “Make Corrections Noted” are not eligible for payment and such materials and equipment shall not be allowed on the jobsite.

SAF241-20 01 33 23-7

1.15 ARCHITECTURAL FINISHES

A. Definition:

1. Exterior and interior finishes which require selection of color, pattern and texture by the A/E

2. Finishes which are listed on the architectural drawings and within the

Architectural Specification Sections, including pre-selected finishes

B. Architect shall:

1. Select Architectural Finishes for exterior materials along with interior, as a complete package.

2. Hold submittals requiring finish selections until all finish samples and product data are received.

3. Prepare Exterior and Interior Color Boards and submit them to the Owner for its approval.

4. Notify the Contractor if further samples or information are required.

5. Process complete submittals and return them to the Contractor after Owner has approved final Architectural Finishes package.

C. Contractor shall:

1. Submit color and finish samples along with product data for exterior and interior materials requiring finish selections, during the period agreed upon at the Pre-Construction Conference.

2. Provide products of the manufacturer named in the Specification for items not submitted during the finish selection period.

3. Order no items requiring a finish selection, even where finish has been pre-selected and listed, until the Owner has approved the final Architectural Finishes package.

D. Schedule of Finishes: Refer to Schedules and Legends on the Architectural Drawings and Architectural Specification Sections within Divisions 02 through 14.

1.16 PROJECT RECORD DOCUMENTS

A. If the equipment installed deviates in any way from the submittal for the equipment, then submit copies of submittals that are corrected to show actual equipment supplied.

1.17 ATTACHMENTS TO THIS SECTION

A. Contractor Submittal Form

1.18 REQUIRED SUBMITTALS

A. Quantity, submit in one of the following formats:

1. Electronic Format:

a. Submittals in electronic searchable .PDF format are allowed.

b. Engineer’s submittal review will be returned to Contractor in electronic format.

SAF241-20 01 33 23-8

c. After an electronic submittal is accepted by the Engineer as final, submit one printed copy to Engineer to retain for field use.

d. Any additional printed copies received will be discarded by Engineer.

e. Refer to Section 01 78 39 – Project Record Documents for submittal of one printed record set of submittals at Contract close-out.

2. Or Printed Format:

a. For submittals in printed format only, submit five (5) copies. Engineer will retain four (4) copies.

b. Engineer will return one (1) copy to Contractor.

c. Any additional copies received will be discarded by Engineer.

B. See individual Specification Sections for description of required submittals.

SAF241-20 01 33 23-9

CONTRACTOR SUBMITTAL FORM

Sp ec ifi ca tio n

N o.

Ti tle /D es cr ip tio n:

Project: Paseo Real Wastewater Treatment Plant

Contractor’s Submittal No.:

Date:

Product Description:

CONTRACTOR: Dates of any previous submissions:

Subcontractor / Supplier: Manufacturer:

Specification No.: Drawing Nos.:

Are there any deviations to the Contract Documents? No Yes (Explain and Identify:)

Undisclosed deviations/modifications do not relieve the Contractor from the obligation to provide the specified product and detail of installation, and may be cause for rejection of the Work. Deviations and modifications must be listed here or in a separate Request for Substitution.

CONTRACTOR’S CERTIFICATION: This submittal has been reviewed by the Contractor in compliance with Submittal Procedures of the CONTRACT DOCUMENTS’ SPECIFICATIONS. Any deviations or substitutions to the CONTRACT DOCUMENTS have been identified above and submitted in compliance with the CONTRACT DOCUMENTS.

If this is a re-submittal, identify on a sheet(s) attached to this form all responses to comments on the previous submittal and all changes other than those specifically requested by the A/E on the previous submittal.

Signed _______________________________________ Date:

A/E’S REVIEW RESPONSE

(Refer to Submittal Specification for explanation of categories.)

Date Received: No. Copies Received:

NO EXCEPTION TAKEN

MAKE CORRECTIONS NOTED

REVISE & RESUBMIT

REJECTED/RESUBMIT

RECEIPT ACKNOWLEDGED

By: Date:

Date Returned: No. Copies Returned:

A/E’S COMMENTS, IF ANY:

A/E’S ATTACHMENTS, IF ANY:

Note: DO NOT combine items from different specification sections into one submittal unless called for in the Section. If provisions in the “General Conditions” conflict with this form, the provisions as stated in the “General Conditions” shall prevail.

2701 Miles Road SE, Albuquerque, NM 87106

SAF241-20 01 78 39-1

SECTION 01 78 39

PROJECT RECORD DOCUMENTS

1.01 REQUIREMENTS INCLUDED

A. Maintain one (1) printed record copy of the following Record Documents at the site for the Owner:

1. Drawings.

2. Engineer’s response to Requests for Information (RFIs).

3. Engineer Field Orders or written instructions.

4. Accepted Shop Drawings, Product Data and Samples.

5. Field Test Records.

6. Receipts for delivery of items to Owner.

B. Prepare and submit to Owner Record Utility Location Survey data as specified herein.

1.02 MAINTENANCE OF DOCUMENTS AND SAMPLES

A. Store documents and samples in Contractor’s field office apart from documents used for construction.

1. Provide files and racks for storage of documents.

2. Provide locked cabinet or secure storage space for storage of samples.

B. File documents and samples in accordance with specification format.

C. Maintain documents in a clean, dry, legible condition and in good order. Do not use Record Documents for construction purposes.

D. Make documents and samples available at all times for inspection by Engineer and Owner.

1.03 MARKING DEVICES

A. Provide felt tip marking pens for recording information in the color code designated by Engineer.

1.04 RECORDING

A. Label each document “PROJECT RECORD” in neat, large, printed letters.

B. Record information concurrently with construction progress.

1. Do not conceal any work until required information is recorded.

SAF241-20 01 78 39-2

C. Drawings: Legibly mark to record actual construction:

1. Changes made by Addenda.

2. Depths of various elements of foundation in relation to finish first floor datum.

3. Horizontal and vertical locations of underground utilities and appurtenances, including bends in pipes; and internal utilities and appurtenances concealed in the construction. Measure and show locations on the Record Drawings by either:

a. Referenced to permanent surface features or referenced to visible and accessible features of the structure.

b. Or tabulate and plot coordinates on the Record Drawings measured using survey grade GPS or GNSS to an accuracy of 0.1 meter (4 inches) using a baseline tied into the project coordinate system control points.

4. Field changes of dimension and detail.

5. Changes made by Field Order or by Change Order.

6. Details not on original Contract Drawings.

7. For sewer lines: Invert elevations at manholes, line and manhole alignment and locations, and location of each service line referenced by distance from downstream manhole and distance from sewer centerline to end of service line.

1.05 SUBMITTALS

A. At Contract close-out, deliver Record Documents to Engineer for the Owner.

B. Submit to-scale dimensioned electronic Drawing files of major equipment items installed that were not the design basis manufacturer. Drawings shall show general arrangement plan and sections. Drawing files shall be in AutoCAD .DWG format.

C. Submit hard copies and electronic files of Record Utility Location Survey data as specified in Part 3.

D. Accompany submittals with transmittal letter in duplicate, containing:

1. Date.

2. Project title and number.

3. Contractor’s name and address.

4. Title and number of each Record Document.

5. Signature of Contractor or his authorized representative.

SAF241-20 01 78 40-1

SECTION 01 78 40

DELIVERIES TO OWNER

1.01 REQUIREMENTS INCLUDE

A. Obtain signature of Owner's representatives on Master List developed per Section 01 78 44 – Spare Parts and Maintenance Materials, for all spare parts, supplies, maintenance materials, salvage, and similar items delivered to Owner.

B. Keep Master List and delivery receipts with Project Record Documents.

C. All deliveries to Owner shall be coordinated to occur during hours designated by Owner’s warehouse for receiving such items as described in Paragraph A.

D. Deliver all materials to Owner at one time at end of the Project. Payment for Extra Materials will not be made until after the Owner has accepted delivery.

E. Provide copy of Master List to both Owner and Engineer once all deliveries have been completed.

F. The Owner and/or Engineer will check the delivered items against the Master List. If the delivery is not complete and as stated on List, or if items are not correctly marked, then provide a schedule of when the remaining items shall be delivered.

1.02 RELATED REQUIREMENTS

A. Section 01 78 39 – Project Record Documents

B. Section 01 78 44 – Spare Parts and Maintenance Materials

SAF241-20 01 78 44-1

SECTION 01 78 44

SPARE PARTS AND MAINTENANCE MATERIALS

1.01 REQUIREMENTS INCLUDE

A. Provide spare parts and maintenance materials as specified in this Section and in specifications for work in Divisions 02 through 48 that are part of this project.

1.02 RELATED REQUIREMENTS

A. Section 01 78 40 – Deliveries to Owner

1.03 SUBMITTALS

A. Section 01 33 23 – Shop Drawings, Product Data, and Samples:

1. Prepare and submit a Master List of all spare parts and maintenance materials to be delivered to Owner. Specific requirements for those spare parts and maintenance materials to be delivered are as stated within individual Specification Sections for work in Divisions 2 through 48.

1.04 MAINTENANCE MATERIALS

A. Provide:

1. Lubricant for all equipment and facilities sufficient for three months normal usage, unless specified otherwise.

2. Any non-standard tools required to adjust or service equipment supplied.

B. Label all materials by equipment name and usage.

1.05 SPARE PARTS

A. Label and identify by equipment name, part name, part number.

B. Packaged for storage.

SAF241-20 05 50 01-1

SECTION 05 50 01

ANCHOR BOLTS AND CHEMICAL ANCHORS

1.01 SECTION INCLUDES

A. Cast-in anchor bolts for structural connections and to secure equipment.

B. Bolts, threaded rods, and deformed rods to be placed in holes drilled into hardened concrete or masonry and secured by chemical grouts.

1.02 SUBMITTALS

A. Section 01 33 23 – Shop Drawings, Product Data, and Samples

B. Product Data

1.03 PRODUCT DELIVERY, STORAGE, AND HANDLING

A. Deliver anchor bolts and templates in time to permit setting when structural concrete is placed.

PART 2 PRODUCTS

2.01 MATERIALS

A. Bolts:

1. Carbon steel: ASTM A 307

2. Galvanized steel: Carbon steel, hot-dip galvanized, ASTM A 153; or zinc plated, ASTM A 164, type GS

3. Stainless steel: ASTM F 593

B. Nuts:

1. Same material as bolts

2. Carbon steel: ASTM A 563, Grade B heavy hexagonal

3. Stainless steel: ASTM F 594

4. Self-locking: Prevailing torque, IFI-100, Grade A

C. Washers:

1. Same material as bolts

2. Flat: ASTM F 436

3. Locking: Spring type ANSI B27.1

D. Sleeves:

1. Pipe: ASTM A 53, galvanized

2. Bearing plates: ASTM A 36, galvanized

SAF241-20 05 50 01-2

E. Chemical Anchor Systems:

1. Fastener or connector: Bolt, threaded rod or deformed rod as shown on

Drawings, material as indicated on Drawings or specified.

2. Screen sleeves: For attachment to hollow masonry walls, provide stainless steel screen sleeves specifically manufactured for the purpose and approved by the manufacturer of the adhesive to be used.

3. Chemical adhesive: Two component system to be mixed at the site and placed into predrilled holes.

4. Acceptable products: Subject to compliance with the requirements of these specifications, products which may be used in the work include, but are not limited to, the following:

a. Epcon Epoxy Injection System as manufactured by ITW Ramset/Red

Head.

b. HIT Renovation Anchor System as manufactured by the HILTI

Corporation.

c. Molly PARAFAST Resin Mortar as manufactured by the Molly Fastening

Systems Group of Emhart Corporation.

2.02 FABRICATION AND MANUFACTURE

A. Anchor Bolts:

1. 3/4” minimum, except as indicated on the Drawings.

2. Type:

a. General use: L-shaped hook type

b. Where indicated on Drawings or specified:

1) Straight bolt with square head.

2) Straight bolt with square plate welded to bolt and nut welded to plate and bolt.

3) Through-bolt with sleeve and square plate assembly.

4) Coupled bolt with sleeve welded to square plate and bolt.

PART 3 EXECUTION

3.01 INSPECTION

A. Verify that holes for anchor bolts in forms and templates match applicable equipment shop drawings.

3.02 INSTALLATION

A. Anchor Bolts:

1. Where installed in cast-in-place concrete, install a nut on the concrete side of the form or supporting template.

2. Provide 3 nuts for each equipment anchor bolt for which a lock nut is indicated;

provide 2 nuts for others.

3. Sleeved anchor bolts:

a. Centered in pipe sleeve.

b. Sleeve ID: Approximately 2-1/2 times bolt OD.

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c. Sleeve length: Approximately 8 times bolt OD.

d. Bearing plate minimum thickness: 1/2 times bolt OD.

4. Through bolts:

a. Sleeved with bearing plates.

b. Bearing plates welded to bolt and plate welded to sleeve.

c. Dimension: As specified for sleeved anchor bolts.

B. Chemical Anchor Systems:

1. Install in conformity with the manufacturer’s instructions.

3.03 SCHEDULE

A. Anchor bolts to be Type 316 stainless steel unless noted otherwise on Drawings.

B. All sleeves and plates galvanized unless noted otherwise on Drawings.

C. Wedge anchors not acceptable unless noted otherwise on Drawings.

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SECTION 23 00 00

HEATING, VENTILATING, AND AIR CONDITIONING INDEX

PART 1 GENERAL

1.01 RELATED DOCUMENTS

A. The general provisions of the Contract, including General Special Conditions and the General Requirements, apply to the work specified in this section.

1.02 DESCRIPTION OF WORK

A. Furnish all service tools, equipment, etc., which are required for the complete installation of all Heating, Ventilating, And Air Conditioning Work, as indicated on the Drawings and specified herein. Heating, Ventilating, And Air Conditioning work indicated on the Drawings and/or specifications covering other trades shall conform to Division 23 of these Specifications.

B. Work or equipment not indicated or specified, which is necessary for the complete and proper operation of the Heating, Ventilating, And Air Conditioning systems, shall be accomplished without additional cost to the Owner.

C. Furnish all labor and materials required for Heating, Ventilating, and Air Conditioning service connections to all the various items of equipment requiring connection throughout the project shown on the Contract Drawings (even if not shown on Heating, Ventilating, and Air Conditioning Drawings). Coordinate with other trades for the installation of required connections and service.

1.03 HEATING, VENTILATING AND AIR CONDITIONING DIVISION INDEX

23 05 00 GENERAL HEATING, VENTILATING, AND AIR CONDITIONING

REQUIREMENTS

23 05 93 BALANCING OF MECHANICAL SYSTEMS

23 30 00 AIR DISTRIBUTION

PART 2 PRODUCTS (NOT USED)

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SECTION 23 05 00

GENERAL HEATING, VENTILATING, AND AIR CONDITIONING REQUIREMENTS

PART 1 GENERAL

1.01 SUMMARY

A. Section Includes: General Mechanical Requirements specifically applicable to Division 23 sections in addition to Division 1 - General Requirements.

B. Scope:

1. The work covered by this division consists of performing all operations in connection with the installation of heating, cooling, ventilating, and plumbing as indicated under this section. This entire section applies to all mechanical work and all mechanical sections of these specifications. This Contractor shall read and comply with all sections of these specifications including all General and Special Conditions.

1.02 REFERENCES

A. Standard Requirements:

1. For products or workmanship specified by association, trade, or Federal

Standards, comply with requirements of the standard, except when more rigid requirements are specified or are required by applicable codes.

B. All work shall be executed in accordance with the local and state codes, ordinances, and regulations governing the particular class of work involved. This Contractor shall be responsible for the final execution of the work under this heading to suit these requirements. In the event of a conflict between the various codes and standards, the more stringent shall govern. Where these specifications and accompanying drawings conflict with these requirements, the Contractor shall report the matter to the Architect/Engineer. The Architect/Engineer shall prepare any supplementary drawings required, illustrating how the work may be installed so as to comply. On approval of the change by the Architect/Engineer, the Contractor shall install the work in a satisfactory manner without additional cost to the Owner. On completion of the various parts of the work, the installation shall be tested by the constituted authorities and approved, and on completion of the work, this Contractor shall obtain and deliver to the Owner final certificates of acceptance. This Contractor shall furnish copies of each certificate to the Architect/Engineer.

C. The Contractor shall secure all permits and licenses for their work and shall pay all fees in connection with such permits and licenses.

D. The contractor shall hold and save the Owner free and harmless from liability of any nature or kind arising from their failure to comply with codes and ordinances.

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E. Any and all meter deposits and all utility extension costs shall be paid by the Contractor whose work is done in connection with the service that the meter is connected to.

F. Schedule of Referenced Organizations: The following is a list of the acronyms of organizations referenced in these Specifications:

1. AABC Associated Air Balance Council

2. ADC Air Diffusion Council

435 North Michigan Ave.

Chicago, IL 60611

3. AGA American Gas Association 1515 Wilson Boulevard Arlington, VA 22209

4. AMCA Air Movement and Control Association 30 West University Drive Arlington Heights, IL 60004

5. ANSI American National Standards Institute 1430 Broadway New York, NY 10018

6. ASHRAE American Society of Heating Refrigerating and Air Conditioning Engineers

345 East 47th Street New York, NY 10017

7. ASME American Society of Mechanical Engineers 345 East 45th Street New York, NY 10017

8. ASTM American Society for Testing and Materials 1916 Race Street Philadelphia, PA 19103

9. AWWA American Water Works Association 6666 West Quincy Avenue Denver, CO 80235

10. AWS American Welding Society 2501 NW 7th Street Miami, FL 33125

11. FM Factory Mutual System 1151 Boston-Providence Turnpike Norwood, MA 02062

12. FS Federal Specification General Services Administration Specifications and Consumer Information Distribution Section (WFSIS) Washington Navy Yard, Building 197 Washington, DC 20407

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13. NBFU National Board of Fire Underwriters 5530 Wisconsin Avenue, Suite 750 Chevy Chase, MD 20815

14. NEC National Electric Code (of NFPA)

15. NEBB National Environmental Balancing Bureau

8224 Old Courthouse Road Vienna, VA 22180

16. NEMA National Electrical Manufacturer's Association 2101 L Street, NW Washington, DC 20037

17. NFPA National Fire Protection Association Battery March Park Quincy, MA 02269

18. NSF National Sanitation Foundation Box 1468 Ann Arbor, MI 48106

19. OSHA Occupational Safety and Health Administration U.S. Department of Labor

20. SMACNA Sheet Metal and Air Conditioning Contractor's National Association 8224 Old Courthouse Road Vienna, VA 22180

21. TIMA Thermal Insulation Manufacturers Association Technical Services 1420 King Street Alexandria, VA 22314

22. UL Underwriters Laboratories, Inc.

333 Pfingston Road Northbrook, IL 60062

G. Underwriters Laboratories Inc. (UL): All materials, appliances, equipment, devices, or appurtenances shall conform to the applicable standards of Underwriters Laboratories Inc., where such standards have been established.

1.03 DRAWINGS

A. Drawings and specifications shall be considered as cooperative, and work or materials called for by one and not mentioned in the other, or vice versa, shall be done and furnished as though treated by both.

B. In the cases of discrepancies in figures, drawings, or specifications, the Architect/Engineer shall be notified immediately, and their decision shall determine the necessary adjustment. Without such decision, said discrepancies shall not be adjusted by the Contractor save only at their expense, and, in case of any settlement or any complication arising from such adjustment to the Contractor, they shall bear all extra expense involved.

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C. Should it appear that the work intended to be done, or any of the matters relative thereto, are not sufficiently detailed or explained on the drawings or specifications, the Contractor shall apply to the Architect/Engineer for such further drawings or explanations as may be necessary, allowing a reasonable time for the Architect/Engineer to supply same, and the Contractor shall conform to same as part of the Contract.

D. Should any doubt or question arise in respect to the true meaning of the drawings or specifications, reference shall be made to the Architect\Engineer whose decision shall be final and conclusive. No alleged oral admission, condonation, or inadvertent neglect on the part of the Architect/Engineer will be accepted as an excuse for inferior work.

E. The mechanical plans do not give exact details as to elevations of ductwork and piping, exact locations, etc., and do not show all offsets, control lines, pilot lines, and other installation details. The Contractor shall carefully lay out their work at the site to conform to the structural conditions, provide proper grading of lines, to avoid all obstructions, to conform to details of installation supplied by the manufacturer of the equipment to be installed, and thereby to provide an integrated, satisfactory operational installation.

F. Should the particular equipment which any Bidder proposes to install require other space conditions than those indicated on the drawings, the Bidder shall arrange for such space with the Architect/Engineer before submitting their bid. Should changes become necessary on account of failure to comply with these details, the Contractor shall make such necessary changes at their (the Contractor's) own expense.

G. The Contractor shall submit working scale drawings of all their apparatus and equipment which in any way varies from these specifications and plans which shall be checked by the Architect/Engineer and approved before the work is started, Contractor before work proceeds. Interference with structural conditions shall be corrected by the Contractor.

H. All equipment shall be installed in accordance with the manufacturer's recommendations. Provide all accessories and components for optimum operation as recommended by the manufacturer.

I. Site visit: The Contractor shall visit the site prior to bidding and satisfy themself as the conditions under which the mechanical systems are to be installed. No subsequent allowance shall be made on their behalf for failure to make such a visit. Contractor shall examine all work noted under the demolition drawings and all new work and shall satisfy themself as to the extent of work required to be completed.

1.04 PRIOR APPROVALS

A. Each equipment item for which the Contractor desires to install equipment other than the specific item identified in the equipment schedule or equivalent equipment by

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manufacturers specifically named in the schedule, the Contractor shall bear full responsibility to prove to the Engineer that the furnished equipment is equivalent to or better than the specified item. Failure to provide such proof will result in rejection of the shop drawing submittal by the Engineer. Prior written or verbal approval by the Engineer of equipment by other manufacturers will not relieve the Contractor of responsibility to provide equivalence. Prior approval is required, however, any prior approval given is intended only to provide preliminary agreement that the alternate manufacturer may make equipment that complies with the specification requirements and not that all equipment manufactured by them is acceptable.

1.05 SHOP DRAWINGS

A. Shop drawings or fully descriptive catalog data shall be submitted by the Contractor for all items of material and equipment furnished and installed under this Contract.

This shall include piping, ductwork, mechanical equipment, plumbing equipment, control items, etc. The Contractor shall submit to the Architect/Engineer a sufficient number of copies of all such shop drawings or catalog data to provide them with as many review copies as they may need, plus three (3) copies for retention by the Architect/Engineer. No materials or equipment shall be installed until officially approved by the Architect/Engineer.

B. Before submitting Shop Drawings to the Architect/Engineer for review, the Contractor shall examine them and satisfy themself that they are correctly representative of the material or equipment to which they pertain. The Contractor shall so note these Drawings before submitting them. The Contractor's review of Shop Drawings is not intended to take the place in any way of the official review of the Architect/Engineer, and the Shop Drawings which have not been reviewed by the Architect/Engineer shall not be used in fabrication or installing any work.

C. The review of Shop Drawings or catalog data by the Architect/Engineer shall not relieve the Contractor from responsibility for deviations from the plans and Specifications unless they have, in writing, specifically called attention to such deviations as the time of submission and has obtained the permission of the Architect/Engineer thereon, nor shall it relieve them from the responsibility for error of any kind in Shop Drawings. When the Contractor does call such deviations to the attention of the Architect/Engineer, they shall state in their letter whether or not such deviations involve any extra cost. If this is not mentioned, it will be assumed that no extra cost is involved for making the change.

D. After receiving approval on the make and type of materials, the Contractor shall order such materials in sufficient time so that no delay or changes will be caused. This is done to facilitate progress on the job and failure on the part of the Contractor shall render them liable to stand the expense of any and all delays occasioned by failure on this part to provide necessary details. All shop drawings shall be delivered to the Architect/Engineer's office within thirty (30) days from the date of the contract.

SAF241-20 23 05 00-6

E. Shop drawings will be returned unchecked unless the following information is included: reference to all pertinent data in the Specifications or on the drawings, size and characteristics of the equipment, name of the project and a space large enough to accept an approval stamp. The data submitted shall reflect the actual equipment performance under the specified conditions and shall not be a copy of the scheduled data on the drawings.

1.06 SUBMITTALS

A. Submittal data shall be organized in commercial quality, three ring binders with durable and cleanable covers. Product information for each piece of equipment shall be separated by an indexing leaf with clear tabs. The product name and symbol (i.e.

AHU/Air Handling Unit) shall be typed on white paper inserts and placed in appropriate tab. Complete data must be furnished showing performance, quality and dimensions. A signed review by the Architect/Engineer must be obtained before purchasing any equipment.

B. The following items shall be submitted for review by the Architect/Engineer but are not limited to:

1. Exhaust Fans

2. Diffusers, Registers and Grilles

3. Ductwork Construction Materials

4. Unit Heaters

5. Temperature Controls

6. Plenum Materials and Supports

7. Motorized Damper

8. Control Devices

1.07 QUALITY ASSURANCE

A. General: Comply with Division 1.

B. Welder Qualifications: Welders shall be certified by the American Society of Mechanical Engineers (ASME) National Certified Pipe for the type of work being performed. Current operators' certificates in accordance with ASME standards shall be on file at the site and shall be available to the Architect/Engineer for examination.

Coupons shall be available for review by the Architect and Engineer.

C. Locations of all pipes, ducts, outlets, appliance, etc., as shown on the drawings, are approximate only and are understood to be subject to such revisions as may prove necessary or desirable at the time the work is installed. Each Contractor will be required to install their work with relation to existing building conditions and shall be entirely responsible for the correctness of their work with reference to finished elevations, etc. Piping shown on the drawings is diagrammatic only and their exact locations, depths, and invert elevations shall be as required for proper flow and coordination with other trades.

SAF241-20 23 05 00-7

D. The contract drawing depicts graphically the arrangement of piping and ductwork.

Should local conditions necessitate a rearrangement, or if any of the piping or ductwork can be installed to better advantage in a different manner, the Contractor shall, before proceeding with the work, prepare and submit three (3) copies of Drawings of the proposed arrangement for the Architect/Engineer's review.

E. If the Contractor proposes to install equipment, including piping and ductwork, requiring space conditions other than those shown, or to rearrange the equipment, they shall assume full responsibility for the rearrangement of the space and shall have the Architect/Engineer review the change before proceeding with the work. The request for such change shall be accompanied by Shop Drawings of the space in question.

F. Each Contractor is responsible for the proper location and size of all slots, holes, or openings in the building structure pertaining to their work, and for the correct location of pipe sleeves.

G. Each Contractor shall coordinate their work with that of all other trades that it may be installed in the most direct and workmanlike manner without hindering or handicapping the other trades. Piping interferences shall be handled by giving precedence to pipelines which require a stated grade for proper operation. Drainage lines shall take precedence over water lines in determination of elevations. In all cases, lines requiring a stated grade for their proper operation shall have precedence over electrical conduit and ductwork.

H. All oiling devices and all parts of equipment requiring adjustment shall be easily accessible. Lubricate all equipment properly in accordance with manufacturer's instructions. Furnish zerk grease fittings on all greaseable bearings.

I. Equipment and Materials: The materials and equipment shall be new and shall be the standard products of the…