Specs.pdf
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- 4842 Engineering Complex 1 Addition
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- 2025-ITB-649
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- New Mexico
About this file
This file is a comprehensive Project Manual and Specification document for the New Mexico State University (NMSU) 4842 Aggie Innovation Space Engineering Complex 1 (EC1) Addition located at 1025 Stewart St. in Las Cruces, New Mexico. The project involves constructing an addition to the Aggie Innovation Space, with architectural and engineering design by Studio D Architects, P.A. The project manual is dated April 15, 2024, and contains detailed specifications across multiple divisions, including architectural, structural, mechanical, electrical, and plumbing systems. The document provides comprehensive technical specifications for the construction, including requirements for materials, installation methods, quality control, and performance standards.
The project specifications cover a wide range of construction elements, including but not limited to structural steel framing, concrete work, thermal and moisture protection, doors and windows, finishes, mechanical systems, electrical systems, and plumbing infrastructure. The specifications outline precise requirements for materials, installation techniques, and performance standards, indicating a complex and technically sophisticated building project. The document suggests the project is fully funded by New Mexico State University and will be executed through a competitive bidding process, with detailed technical requirements designed to ensure high-quality construction of the innovation space facility.
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| Addendum 6.pdf | ||
| Drawings.pdf | ||
| Wage Rates Eng Complex.pdf | ||
| ADDENDUM 3.pdf | ||
| ADDENDUM 5.pdf | ||
| ADDENDUM 7.pdf | ||
| ADDENDUM 2.pdf | ||
| BID Form rev 2.1.2024.pdf | ||
| ADDENDUM 4.pdf | ||
| NMSU Construction TC 3-19-24 UGC -- Clean Copy.pdf |
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PROJECT MANUAL
For
NMSU
4842 Aggie Innovation Space
EC1 Addition
At
1025 Stewart St.
Las Cruces, New México 88001
For
NEW MEXICO STATE UNIVERSITY
LAS CRUCES, NEW MEXICO
Date: April 15, 2024
NMSU-Facilities Planning & Construction P.O. Box 30001 MSC 3545
Las Cruces, NM 88003 Phone: 575-646-1016 Fax: 575-646-7917
PROJECT MANUAL
For
NMSU
4842 Aggie Innovation Space EC1 Addition
Las Cruces, New México
PROJECT NO.: 23.16
STUDIO D ARCHITECTS, P.A.
P.O. Box 1467
Fairacres, New Mexico 88033
(575) 521-3757
4842 Aggie Innovation Space Table of Contents
23.16
TABLE OF CONTENTS
Title Sheet
Table of Contents
SECTION TITLE # PAGES
DIVISION 0 BIDDING AND CONTRACT REQUIREMENTS
Per NMSU Invitation To Bid Document
DIVISION 1 GENERAL REQUIREMENTS
Section 01 0100 Summary Section 01 0270 Applications for Payment Section 01 0300 Alternates Section 01 0350 Modification Procedures Section 01 0400 Coordination Section 01 1116 General Requirements Section 01 2000 Project Meetings Section 01 3000 Submittals Section 01 4000 Quality Control Section 01 5000 Construction Facilities & Temporary Controls Section 01 6000 Materials and Equipment Section 01 6310 Substitutions Section 01 7000 Contract Closeout Section 01 7200 Project Record Documents
DIVISION 2 EXISTING CONDITIONS
Section 02 0100 Existing Conditions Section 02 0720 Selective Demolition Section 02 4100 Cutting and Patching
DIVISION 3 CONCRETE
Section 03 0000 Concrete General Section 03 0240 Fibrous Concrete Reinforcing Section 03 0313 Concrete Placing, Finishing, & Curing Section 03 1000 Concrete Forming and Accessories Section 03 2000 Concrete Reinforcing Section 03 3000 Cast-in-Place Concrete
DIVISION 5 METALS
Section 05 0200 Open-Web Steel Joists Section 05 1200 Structural Steel Framing Section 05 3123 Steel Roof Decking Section 05 4000 Cold Formed Metal Framing Section 05 5000 Metal Fabrications
DIVISION 6 WOOD AND PLASTICS
Section 06 1000 Rough Carpentry Section 06 1643 Gypsum Sheathing Section 06 2000 Finish Carpentry Section 06 4100 Architectural Wood Casework
23.16
DIVISION 7 THERMAL AND MOISTURE PROTECTION
Section 07 2100 Thermal Insulation Section 07 2400 Exterior Insulation and Finish System (EIFS) Section 07 4213.16 Metal Plate Wall Panels – Dri Design Section 07 5400 Thermoplastic Single-Ply Membrane Roofing Section 07 6200 Sheet Metal Flashing and Trim Section 07 7200 Roof Accessories Section 07 9005 Joint Sealers Section 07 9513 Expansion Joint Cover Assemblies
DIVISION 8 DOORS AND WINDOWS
Section 08 1113 Hollow Metal Doors and Frames Section 08 1416 Flush Wood Doors Section 08 3110 Access Doors and Panels Section 08 4113 Aluminum Entrances, Storefronts, and Windows Section 08 4413 Glazed Aluminum Curtain Wall Section 08 4523 Fiberglass Sandwich Panel Assemblies-Kalwall Section 08 7100 Door Hardware Section 08 7120 Door Access Control System Section 08 8000 Glazing
DIVISION 9 FINISHES
Section 09 2116 Gypsum Board Assemblies Section 09 2117 Gypsum Board Accessories Section 09 2513.13 Acrylic Plaster Finish Section 09 3000 Tile Section 09 5100 Suspended Acoustical Ceilings Section 09 6510 Resilient Base Section 09 6700 Fluid-Applied Flooring Section 09 9100 Painting
DIVISION 10 SPECIALTIES
Section 10 1400 Signage Section 10 2601 Corner Guards
DIVISION 11 EQUIPMENT
Not Used
DIVISION 12 FURNISHINGS
Not Used
DIVISION 21 FIRE SUPPRESSION
Section 21 0500 Common Work Results for Fire Suppression
DIVISION 22 PLUMBING
Section 22 0516 Expansion Fittings and Loops for Plumbing Piping Section 22 0517 Sleeves and Sleeve Seals for Plumbing Piping Section 22 0523 General-Duty Valves for Plumbing Piping Section 22 0529 Hangers and Supports for Plumbing Piping and Equipment Section 22 0548 Vibration and Seismic Controls for Plumbing Piping and Equipment Section 22 0553 Identification for Plumbing Piping and Equipment
23.16
Section 22 0719 Plumbing Piping Insulation Section 22 1005 Plumbing Piping Section 22 1006 Plumbing Piping Specialties
DIVISION 23 HEATING, VENTILATING, AND AIR CONDITIONING (HVAC)
Section 23 0517 Sleeves and Sleeve Seals for HVAC Piping Section 23 0529 Hangers and Supports for HVAC Piping and Equipment Section 23 0548 Vibration and Seismic Controls for HVAC Section 23 0553 Identification for HVAC Piping and Equipment Section 23 0593 Testing, Adjusting, and Balancing for HVAC Section 23 0713 Duct Insulation Section 23 0716 HVAC Equipment Insulation
Section 23 2300 Refrigerant Piping Section 23 3100 HVAC Ducts and Casings Section 23 3300 Air Duct Accessories
DIVISION 26 ELECTRICAL
Section 26 0000 Basic Electrical Requirements Section 26 0500 Common Electrical Work Requirements Section 26 0505 Selective Demolition for Electrical Section 26 0519 Low-Voltage Electrical Power Conductors and Cables Section 26 0526 Grounding and Bonding for Electrical Systems Section 26 0529 Hangers and Supports for Electrical Systems Section 26 0533.13 Conduit for Electrical Systems Section 26 0533.16 Boxes for Electrical Systems Section 26 0548 Protection for Electrical Equipment Section 26 0553 Identification for Electrical Systems Section 26 0923 Lightning Control Devices Section 26 2100 Low-Voltage Electrical Service Entrance Section 26 2200 Low-Voltage Transformers Section 26 2300 Low-Voltage Switchgear Section 26 2413 Switchboards Section 26 2416 Panelboards Section 26 2726 Wiring Devices Section 26 2816.13 Enclosed Circuit Breakers Section 26 2616.16 Enclosed Switches Section 26 5100 Interior Lighting Section 26 5600 Exterior Lighting
DIVISION 27 COMMUNICATIONS
Not Used
DIVISION 28 ELETRONIC SAFETY AND SECURITY
Section 28 4600 Fire Detection and Alarm
DIVISION 31 EARTHWORK
Section 31 0520 Structural Earthwork
DIVISION 32 EXTERIOR IMPROVEMENTS
Section 32 9000 Planting/Irrigation
23.16
DIVISION 33 UTILITIES
Not Used
END OF SECTION
4842 Aggie Innovation Space Summary of Work EC1 Addition 010100 - 1 23.16
SECTION 010100
SUMMARY OF WORK
PART 1. GENERAL
1.01 WORK COVERED BY CONTRACT DOCUMENTS
A. The Project consists of construction of the Aggie Innovation Space Engineering Complex 1 Addition
1. Project Location: AIS Addition @ EC1
1025 Stewart St.
Las Cruces, New Mexico 88001
2. Owner: New Mexico State University
PO Box 30001 Las Cruces, New Mexico 88003-8001
B. Contract Documents, were prepared for the Project by:
Studio D Architects, P.A.
P.O. Box 1467 Fairacres, New Mexico 88033
C. The Work will be constructed under a single prime contract.
D. The Work includes minor demolition in preparation for new construction.
1.02 CONTRACTOR USE OF SITE AND PREMISES
A. Use of the Site: Limit use of the premises to work in areas indicated. Confine operations to areas within contract limits indicated. Do not disturb portions of the site beyond the areas in which the Work is indicated.
1. Owner Occupancy/ Use of Site: Allow for continued Owner occupancy and use of adjacent streets by the public throughout the Project. Contractor shall perform Work so as not to interfere with the Fire Department operations.
2. Driveways and Entrances: Keep driveways and entrances serving the premises clear and available to the emergency vehicles at all times. Do not use these areas for parking or storage of materials.
3. Refer to Supplementary Conditions for requirements regarding the location and shutoff of utilities.
4. Use of tobacco products on campus is strictly prohibited.
B. Due to the special nature of students all efforts shall be made to protect students from entering
Construction site.
1. Barriers shall be placed to ensure that no one can accidentally enter construction site whether or not Construction activities are occurring.
2. Construction yard shall be completely secured with appropriate fencing.
1.03 WARRANTY
A. Provide warranties and guarantees as required by the General Conditions, Supplementary
Conditions, Drawings and Specifications.
PART 2. PRODUCTS
2.01 MATERIALS
A. Materials, equipment and products shall be as required by the Contract Documents, or approved by the Architect as equals.
4842 Aggie Innovation Space Summary of Work EC1 Addition 010100 - 2 23.16
PART 3. EXECUTION
3.01 PERFORMANCE OF THE WORK
A. Perform all Work required by the Contract Documents, whether or not specifically cited in this section.
3.02 DISPOSITION OF MATERIALS AND ITEMS REMOVED
A. Unless otherwise specified or shown, all material removed under this Contract which is not acceptable or specified for reuse on this project or for delivery to the Owner shall become the property of the Contractor and shall be promptly removed from the site.
3.03 PROTECTION OF EXISTING WORK
A. Protect existing work, buildings, building interiors and contents, utilities, landscaping, sitework, and improvements. If damaged due to Contractor’s actions, repair or replace to the satisfaction of the Architect, at no additional cost to the Owner.
3.04 PROJECT RECORD DOCUMENTS
A. Maintain current, complete and accurate Project Record Documents (as-builts) as the work progresses. Comply with the requirement of Section 01 7200, Project Record Documents.
4842 Aggie Innovation Space Applications For Payment
23.16 010270- 1
SECTION 010270
APPLICATIONS FOR PAYMENT
PART 1. GENERAL
1.01 SUMMARY
A. This Section specifies administrative and procedural requirements governing the Contractor’s Applications for Payment.
B. Coordinate the Schedule of Values and Applications for Payment with the Contractor’s Construction Schedule, Submittal Schedule, and List of Subcontracts.
1.02 CONSTRUCTION SCHEDULE
A. The Contractor, within ten (10) days of the Notice to Proceed, shall prepare and submit for the
Regents’ and Architect’s information an estimated progress schedule for the Work. The progress schedule shall be related to the entire Work required by the Contract Documents and shall provide for the expeditious execution of the Work.
1.03 SCHEDULE OF VALUES
A. Coordination and Submittal: The Contractor shall coordinate preparation of the Schedule of
Values with preparation of the Construction Schedule and shall submit both items within ten
(10) days of the date of Notice to Proceed, as outlined in the General Conditions.
B. Format and Content: Use the Project Manual table of contents as a guide to establish the format for the Schedule of Values. Identify each line item with number and title of the specification section. Provide at least one line item for each Specification Section. Contractor shall utilize the AIA Form G703 – Application for Payment Continuation Sheet for the Schedule of Values.
1. Identification: Include the following Project identification on the Schedule of Values:
a. Project name and location
b. Name of the Architect
c. Project number
d. Contractor’s name and address
e. Date of submittal
f. Arrange the Schedule of Values in tabular form with separate columns as outlined in the General Conditions.
2. Schedule Updating: Contractor shall update and resubmit the Schedule of Values with each Application for Payment, as required by the General Conditions.
1.04 APPLICATIONS FOR PAYMENT
A. Each Application for Payment shall be consistent with previous applications and payments. In accordance with the General Conditions, the Work in Place shall be certified by the Architect while the Regents Representative for Contract Management shall certify the payment.
B. Payment-Application Times: Applications for Payment shall be submitted as required in the General Conditions and as set forth in the Agreement.
C. Payment-Application Forms: Use NMSU Application for Payment form and AIA G703 Continuation Sheets as the forms for Applications for Payment.
D. Application Preparation: Complete every entry on the form in accordance with the requirements of the General Conditions. The Architect will return incomplete applications without action.
1. Entries shall match data on the Schedule of Values and the Contractor’s Construction Schedule. Use updated schedules if revisions were made.
2. Include amounts of Change Orders issued prior to the last day of the construction period covered by the application.
E. Transmittal: Submit five (5) signed and notarized original copies of each Application for Payment to the Architect by a method ensuring receipt within 24 hours. One copy shall be
23.16 010270- 2 complete, including waivers of lien and similar attachments, as required by the General Conditions. Contractor shall submit one (1) signed and notarized original copy of each Application for Payment to the Regents’ Representative for Contract Management, as required by the General Conditions.
1. Transmit each copy with a transmittal form listing attachments and recording appropriate information related to the application, in a manner acceptable to the Architect.
F. Waivers of Mechanics Lien: With each Application for Payment, submit waivers of mechanical liens from subcontractor, sub-subcontractor and suppliers for the construction period covered by the previous application.
1. Submit partial waivers on each item for the amount requested.
2. When an application shows completion of an item, submit final or full waivers.
3. The Owner reserves the right to designate which entities involved in the Work must submit waivers.
4. Waiver Delays: Submit each Application for Payment with the Contractor’s waiver of mechanics lien for the period of construction covered by the application.
5. Submit final Applications for Payment with final waivers from every entity involved with performance of the Work covered by the application who is lawfully entitled to a lien.
6. Waiver Forms: Submit waivers of lien on forms, and executed in a manner, acceptable to the Owner.
G. Initial Application for Payment: Administrative actions and submittals, that must precede or coincide with submittal of the first Application for Payment, include the following:
1. List of subcontractors.
2. List of principal suppliers and fabricators
3. Schedule of Values
4. Contractor’s Construction Schedule
5. Submittal Schedule
6. List of Contractor’s staff assignments
7. Copies of building permits
8. Copies of authorizations and licenses from governing authorities for performance of the
Work
9. Report of preconstruction meeting
H. Application for Payment at Substantial Completion: Following issuance of the Certificate of Substantial Completion, submit an Application for Payment.
1. This application shall reflect Certificates of Partial Substantial Completion issued previously for Owner occupancy of designated portions of the Work.
2. Administrative actions and submittals that shall precede or coincide with this application include:
a. Occupancy permits and similar approvals.
b. Warranties (guarantees) and maintenance agreements.
c. Test/adjust/balance records
d. Maintenance instructions
e. Startup performance reports
f. Changeover information related to Owner’s occupancy, use, operation, and maintenance.
g. Final cleaning
h. List of incomplete Work, recognized as exceptions to Architect’s Certificate of
Substantial Completion
i. All other requirements set forth in the General Conditions
I. Final Payment Application: Administrative actions and submittals that must precede of coincide with submittal of the final Application for Payment include the following:
1. Completion of Project closeout requirements.
2. Completion of items specified for completion after Substantial Completion.
23.16 010270- 3
3. Ensure that unsettled claims will be settled.
4. Ensure that incomplete Work is not accepted and will be completed without undue delay.
5. Transmittal of required Project construction records to the Owner.
6. Proof that taxes, fees, and similar obligations were paid.
7. Removal of temporary facilities and services.
8. Removal of surplus materials, rubbish, and similar elements.
9. Transmittal of As-Built drawings (both hard and disk copies) to Project Architect.
10. All other requirements set forth in the General Conditions
PART 2 - PRODUCTS (Not Applicable) PART 3 - EXECUTION (Not Applicable)
4842 Aggie Innovation Space Alternates EC1 Addition 01 0300 - 1 23.16
SECTION 010300
ALTERNATES
PART 1. GENERAL
1.01 SUMMARY
A. This Section outlines Alternates, as further defined by the Contract Documents.
B. Contractor shall provide alternate costs, based on alternate items specified, for inclusion in
Contract Sum if accepted by Owner.
1.02 RELATED REQUIREMENTS
A. Owner-Contractor Agreement: Alternates accepted by Owner for incorporation into the Work.
1.03 PROCEDURES
A. Alternates will be exercised solely at the option of Owner.
B. Contractor shall coordinate related work and modify surrounding work as required to complete the work, when acceptance of a given Alternate is designated in Owner-Contractor Agreement.
1.04 DESCRIPTION OF ALTERNATES
A. Additive Alternates:
1. Additive Alternate #1
a. Base Bid: Base bid to be exposed sealed concrete.
b. Additive Alternate: 2-Part layer Fluid-applied Epoxy flooring system, refer to section
09 6700 Fluid-Applied Flooring.
B. Additive Alternates:
1. Additive Alternate #2
a. Base Bid: Not to include millwork and shelving as detailed below.
b. Additive Alternate: Millwork in room 103, refer to details7/A700 & 3/A701, and shelving in room 107 refer to details 8/A700 & 6/A701.
C. Additive Alternates:
1. Additive Alternate #3
a. Base Bid: Not to include construction of free-standing wall was noted below.
b. Additive Alternate: Add free-standing wall within existing building, refer to interior elevation 6/A700, including columns, beam and H.M. frame as noted.
4842 Aggie Innovation Space Modification Procedures EC1 Addition 010350 - 1
SECTION 010350
MODIFICATION PROCEDURES
PART 1. GENERAL
1.01 SUMMARY
A. This Section specifies administrative and procedural requirements for handling and processing contract modifications.
B. Related Sections: The following Sections contain requirements that relate to this Section.
1. Section 01 0270 – Applications for Payment: Administrative procedures governing
Applications for Payment.
2. Section 01 3000 – Submittals: Requirements for the Contractor’s Construction Schedule.
3. Section 01 6000 – Materials and Equipment: Administrative procedures for handling requests for substitutions made after award of the Contract.
1.02 MINOR CHANGES IN THE WORK
A. The Architect shall issue supplementary instructions authorizing minor changes in the Work, not involving adjustment to the Contract Sum or Contract Time, on AIA Form G710, Architect’s Supplemental Instructions.
1.03 CHANGE ORDER PROPOSAL REQUESTS
A. Owner-Initiated Proposal Requests: The Architect will issue a detailed description of proposed changes in the Work that may require adjustment to the Contract Sum or Contract Time. If necessary, the description will include supplemental or revised Drawings and Specifications.
1. Proposal requests issued by the Architect are for information only. Contractor shall not consider them as an instruction either to stop work in progress or to execute the proposed change.
2. Within 10 days of receipt of a proposal request, Contractor shall submit an estimate of cost necessary to execute the change to the Architect for the Owner’s review.
a. Include a list of quantities of products required and unit costs, with the total amount of purchase to be made. Where requested, furnish survey data to substantiate quantities.
b. Indicate applicable taxes, delivery charges, equipment rental, and amounts of trade discounts.
c. Include a statement indicating the effect the proposed change in the Work will have on the Contract Time.
B. Contractor-Initiated Proposals: When latent or unforeseen conditions require modifications to the Contract, the Contractor may propose changes by submitting a request for a change to the Architect. The Contractor shall submit written notice of the proposed change as outlined in the General Conditions.
1. Include a statement outlining the reasons for the change and the effect of the change on the Work. Provide a complete description of the proposed change. Indicate the effect of the proposed change on the Contract Sum and Contract Time.
2. Include a list of quantities of products required and unit costs, with the total amount of purchase to be made. Where requested, furnish survey data to substantiate quantities.
3. Indicate applicable taxes, delivery charges, equipment rental, and amounts of trade discounts.
4. Comply with requirements in Section “Product Substitutions” if the proposed change requires substitution of one product or system for a product or system specified.
C. Proposal Request Form: Use AIA Document G709 for Change Order Proposal Requests.
1.04 CONSTRUCTION CHANGE DIRECTIVE
A. Construction Change Directive: The Architect may issue a Construction Change Directive on AIA Form G714. The Construction Change Directive instructs the Contractor to proceed with a change in the Work, for subsequent inclusion in a Change Order. The Construction Change Directive must be signed by the Owner.
4842 Aggie Innovation Space Modification Procedures EC1 Addition 010350 - 2
1. The Construction Change Directive contains a complete description of the change in the Work. It also designates the method to be followed to determine change in the Contract Sum or Contract Time.
B. Documentation: Maintain detailed records on a time and material basis of work required by the Construction Change Directive.
1. After completion of the change, submit an itemized account and supporting data necessary to substantiate cost and time adjustments to the Contract.
1.05 CHANGE ORDER PROCEDURES
A. Upon the Owner’s approval of a Proposal Request, the Architect will issue a Change Order for signatures of the Owner and the Contractor on an NMSU provided Change Order form.
1. Allowances for overhead and profit shall be made only on change orders resulting in net increases to the Contract amount, based on the schedule provided in the General Conditions.
PART 2. PRODUCTS (Not Applicable) PART 3. EXECUTION (Not Applicable)
4842 Aggie Innovation Space Coordination EC1 Addition 010400 - 1
SECTION 010400
COORDINATION
PART 1. GENERAL
1.01 SUMMARY
A. This Section includes administrative and supervisory requirements necessary for coordinating construction operations including, but not limited to, the following:
1. General project coordination procedures.
2. Coordination drawings.
3. Administrative and supervisory personnel.
4. Cleaning and protection.
B. Related Sections: The following Sections contain requirements that relate to this Section:
1. Section 01 2000 – Project Meetings: Progress meetings and coordination meetings.
2. Section 01 3000 – Submittals: Preparing and submitting the Contractor’s Construction
Schedule.
3. Section 01 6000 – Materials and Equipment: Coordinating general installation of materials and equipment.
4. Section 01 7000 – Project Closeout: Coordinating contractor close out.
1.02 COORDINATION
A. Coordinate construction operations included in various Sections of these Specifications to assure efficient and orderly installation of each part of the Work. Coordinate construction operations included under different Sections that depend on each other for proper installation, connections, and operation.
1. Schedule construction operations in the 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 assure maximum accessibility for required maintenance, service, and repair.
3. Make provisions to accommodate items scheduled for later installation.
B. Where necessary, prepare memoranda for distribution to each party involved, outlining special procedures required for coordination. Include such items as required notices, reports, and attendance at meetings.
1. Prepare similar memoranda for the Owner and separate contractors where coordination of their work is required.
C. Administrative Procedures: Coordinate scheduling and timing of required administrative procedures with other construction activities to avoid conflicts and assure orderly progress of the Work. Such administrative activities include, but are not limited to, the following:
1. Preparation of schedules.
2. Installation and removal of temporary facilities.
3. Delivery and processing of submittals.
4. Progress meetings.
5. Project closeout activities.
1.03 SUBMITTALS
A. Staff Names: Within 5 days of commencement of construction operations, submit a list of the
Contractor’s principal staff assignments, including the superintendent and other personnel in attendance at the Project Site. Identify individuals and their duties and responsibilities. List their addresses and telephone numbers.
1. Post copies of the list in the Project meeting room, the temporary field office, and at each temporary telephone.
PART 2. PRODUCTS (Not Applicable)
4842 Aggie Innovation Space Coordination EC1 Addition 010400 - 2
PART 3. EXECUTION
3.01 GENERAL COORDINATION PROVISIONS
A. Inspection of conditions: Require the installer of each major component to inspect both the substrate and conditions under which Work is to be performed. Do not proceed until unsatisfactory conditions have been corrected in an acceptable manner.
B. Coordinate temporary enclosures with required inspections and tests to minimize the necessity of uncovering completed construction for that purpose.
3.02 CLEANING AND PROTECTION
A. Clean and protect construction in progress and adjoining materials in place, during handling and installation. Apply protective covering where required to assure protection from damage or deterioration at Substantial Completion.
B. Clean and provide maintenance on completed construction as frequently as necessary through the remainder of the construction period. Adjust and lubricate operable components to assure operability without damaging effects.
C. Limiting Exposures: Supervise construction operations to assure that no part of the construction, completed or in progress, is subject to harmful, dangerous, damaging, or otherwise deleterious exposure during the construction period. Where applicable, such exposures include, but are not limited to, the following:
1. Excessive static or dynamic loading.
2. Excessively high or low temperatures.
3. Thermal shock.
4. Water or ice.
5. Solvents.
6. Chemicals.
7. Light.
8. Puncture.
9. Abrasion.
10. Heavy traffic.
11. Soiling, staining, and corrosion.
12. Combustion.
13. Electrical current.
14. High-speed operation.
15. Improper lubrication.
16. Unusual wear or other misuse.
17. Contract between incompatible materials.
18. Misalignment.
19. Excessive weathering.
20. Unprotected storage.
21. Improper shipping or handling.
22. Theft.
23. Vandalism.
EC1 Addition General Requirements
23.16 011116 - 1
SECTION 011116
GENERAL REQUIREMENTS
PART 1 GENERAL
1.01 WORK BY NMSU
A. FS Operations personnel are the only parties authorized to operate NMSU utilities equipment.
This includes all devices connected to piping and electrical distribution systems such as valves, switches, pumps, breakers, etc. Any party that requires operation of a NMSU utilities device must coordinate that operation through the NMSU Project Representative by requesting a utility outage, see F & S outage procedure OPS-015.
1.02 ADMINISTRATIVE REQUIREMENTS
A. Provide title strip along right vertical margin with lettering at least ½” high B. Plans are to include design standards common to the architectural and engineering professions.
C. Indexes shall match actual documents.
D. Verify that dimensions, labeled column gridlines, room numbers, key plan, scale, and all necessary labels are indicated on the plans.
E. New work shall be adequately differentiated from existing facilities. (line, width, symbols, etc.)
F. Avoid duplication of information. Provide only key notes that are specific to the plan, section, and large scale drawing.
1.03 SPECIAL PROCEDURES
A. Smoking is prohibited in NMSU buildings under construction, see NMSU policy 3.98[if !supportNestedAnchors][endif] – Smoking.
1.04 NMSU SAFETY REQUIREMENTS
A. It is the General Contractor’s responsibility to ensure that all sub- contractors comply with all safety regulations. Also note that the Contractor is fully responsible for having an Environmental, Health and Safety compliance program for NMSU records and review.
B. For any work areas that are posted as biohazardous, the NMSU Environmental Health and Safety Office (575) 646-3327 must be contacted for clearance prior to start of work.
C. All persons performing mechanical, electrical, plumbing, and utility work at NMSU must coordinate with NMSU Project Representative to ensure adherence to NMSU “Lock-out/Tag-out” procedures, see Energy Lockout/Tagout Program Enviormental Health Safety & Risk Management New Mexico State Univeristy.
D. The contractor will be responsible for providing an onsite welding permit system according to OSHA 29CFR1926 and NFPA 51B.
1.05 ENVIROMENTAL PROCEDURES
A. Chemical Safety - All hazardous materials and wastes shall be properly labeled and stored while on site. Bulk chemical storage for drums or other containers of hazardous or otherwise regulated liquids larger than 25 gallons requires secondary containment and grounding for flammables.
B. Contractor shall maintain on-site copies of Material Safety Data Sheets (MSDSs) for all hazardous material brought onto the site. These MSDSs must be kept readily accessible for employee use.
C. Chemical spills shall be reported to the NMSU Project Representative.
D. Hazardous materials that could cause illness if released or not properly used shall be kept properly stored.
23.16 011116 - 2
E. SWPPP: Contractor must obtain and submit for approval of a Construction Storm Water Pollution Prevention Plan (SWPPP). The approved plan must be executed and all erosion controls must be in place prior to any excavation.
F. Disposal of liquids shall follow manufacturers' recommendations, local, state, and federal laws. At no time shall oils, solvents, paints, cleansers, etc. contaminate the soil.
1.06 CODES
A. Design criteria must include the use of IFC standards.
1.07 LAWS
A. All NMSU buildings shall comply with NM Executive Order 2006-001, State of New Mexico
Energy Efficient Green Building Standards for State Buildings.
1.08 TEMPORARY FACILITIES AND CONTROLS
A. Indicate construction work site limits, fencing, lay down yard, etc. in contract documents.
1.09 VEHICULAR ACCESS AND PARKING
A. Ensure special requirements for work site entrances, handicap access, walkways to remain open, fire truck and emergency vehicle access etc., are noted and must be maintained at all times.
B. Parking Stripes and other devices shall comply with the MUTCD standards.
C. Prior approval is required from NMSU Project Representative.
1.10 TRAFFIC CONTROL
A. Indicate that if traffic flow or road access must be interrupted or roads closed, the contractor shall obtain approval not less than 14 days prior. Request road closure policy from NMSU Project Representative.
1.11 TEMPORARY PARKING AREAS
A. Temporary parking areas shall be designated for use by Contractor during construction. Contractor must purchase NMSU parking permits to allow vehicles (personal or otherwise) to be parked in existing campus parking areas, see NMSU policy 2.95.5 - NMSU Permit or Placard Issuance Requirement.
1.12 TEMPORARY BARRIERS AND ENCLOSURES
A. The contractor will be responsible for preventing access to the building site to unauthorized persons.
B. Do not obstruct existing streets, walkways, access corridors, etc. unless specific written permission is granted by NMSU Project Representative.
1.13 TEMPORARY DUST BARRIERS
A. Required dust controls must be maintained over project duration, including site watering, track-out prevention, street sweeping and covering all truck loads of soil to/from site.
1.14 TEMPORARY CONTROLS
A. For projects disturbing more than 1 acre of soil or pavement, prior to breaking ground, the
Contractor must make required EPA notifications, obtain an NPDES- MS4 permit or waiver, and develop and comply with the NPDES permit and any required site-specific SWPPP. NMSU may be required to collect damages for Contractor non-compliance with the NPDES of up to $1000 per day per violation.
B. Any required erosion/dust controls must be regularly inspected & maintained over project duration.
1.15 SUSTAINABLE DESIGN REQUIREMENTS
A. Refer to the NMSU LEED Policy for our sustainable design philosophy.
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1. New construction larger than 15,000 square feet and/or using over 50kW peak electrical demand shall build to and achieve a minimum rating of LEED Silver. In achieving its LEED rating, the project must achieve a minimum delivered energy performance standard of one half the U.S. energy consumption for that building type as defined by the U.S. Department of Energy.
2. New construction and renovation projects of public buildings between 5,000-15,000 square feet in size shall achieve a minimum delivered energy performance standard of one half the U.S energy consumption for that building type as defined by the U.S.
Department of Energy.
3. Renovations of buildings in excess of 15,000 square feet and/or use over 50 kW peak electrical demand and comprising upgrades or replacements of two of the three major systems (HVAC, lighting, and plumbing), shall achieve a minimum rating of LEED Silver and a minimum delivered energy performance standard of one half the U.S. Department of Energy.
4. All other new construction, renovations, repairs, and replacement or state buildings shall employ cost-effective, energy-efficient, green building practices to the maximum extent possible.
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SECTION 012000
PROJECT MEETINGS
PART 1. GENERAL
1.01 SUMMARY
A. This Section specifies administrative and procedural requirements for project meetings, including, but not limited to, the following:
1. Pre-construction conferences.
2. Pre-installation conferences.
3. Progress meetings.
B. Related Sections: The following Sections contain requirements that relate to this Section:
1. Section 01 0400 – Coordination: Project coordination requirements.
2. Section 01 3000 – Submittals: Submitting the Contractor’s Construction Schedule.
1.02 PRE-CONSTRUCTION CONFERENCE
A. A pre-construction conference shall be scheduled by the Regents Representative for Contract
Management prior to the start of construction. The Notice to Proceed, as issued by New Mexico State University, will be delivered at this meeting. The conference shall be at the Project Site or another convenient location as specified by the Owner.
B. Attendees: Authorized representatives of the Owner, Architect, and their consultants; the Contractor and its superintendent; major subcontractors; manufacturers’ suppliers’ and other concerned parties shall attend the conference. All participants at the conference shall be familiar with the Project and authorized to conclude matters relating to the Work.
C. Agenda: Discuss items of significance that could affect progress, including the following:
1. Tentative construction schedule.
2. Critical work sequencing.
3. Designation of responsible personnel.
4. Procedures for processing field decision and Change Orders.
5. Procedures for processing Applications for Payment.
6. Distribution of Contract Documents
7. Submittal of Shop Drawings, Product Data, and Samples.
8. Preparation of record documents.
9. Use of the premises.
10. Parking availability.
11. Office, work and storage areas.
12. Equipment deliveries and priorities.
13. Safety procedures.
14. First aid.
15. Security.
16. Housekeeping.
17. Working hours.
D. The Architect will record minutes and distribute copies within five (5) working days after the meeting to the Owner, Contractor, and other participants.
1.03 PROGRESS MEETINGS
A. Schedule and administer meetings throughout progress of the Work at a minimum of bi-weekly intervals. Additional meetings, may be called at the discretion of the Owner or the Architect, if deemed necessary. Architect shall make arrangements for meetings, ensuring coordination with Owner. Architect will prepare agenda for participants, and will preside at meetings.
B. Attendees: In addition to representatives of the Owner and the Architect, each subcontractor, supplier, or 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 conference shall be familiar with the Project and authorized to conclude matters relating to the Work.
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23.16 012000- 2
C. Agenda: Review and correct or approve minutes of the previous progress meeting. Review other items of significance that could affect progress. Include topics for discussion as appropriate to the status of the Project.
1. Contractor’s Construction Schedule: Review progress since the last meeting. Determine where each activity is in relation to the Contractor’s Construction Schedule, whether on time or ahead or behind schedule. Determine how construction behind schedule will be expedited; secure commitments from parties involved to do so. Discuss whether schedule revisions are required to insure that current and subsequent activities will be completed within the contract Time.
2. Review the present and future needs of each entity present, including the following:
a. Interface requirements.
b. Time.
c. Sequences.
d. Status of submittals.
e. Deliveries.
f. Off-site fabrication problems.
g. Access.
h. Site utilization.
i. Temporary facilities and services.
j. Hours of work.
k. Hazards and risks.
l. Housekeeping.
m. Quality and work standards.
n. Change Orders.
o. Documentation of information for payment requests.
p. Effect of proposed changes on progress schedule and coordination.
3. Schedule Updating: Revise the Contractor’s Construction Schedule after each progress meeting where revisions to the schedule have been made or recognized.
D. The Architect will record minutes and distribute copies to participants within five (5) days after the meeting to Owner and other participants.
1.04 PRE-INSTALLATION CONFERENCE
A. When required in individual specification Sections, convene a pre-installation meeting at work site prior to commencing work of the Section.
B. Require attendance of parties directly affecting, or affected by, work of the specific Section.
C. Notify Architect/ Engineer four (4) days in advance of meeting date.
D. Prepare agenda and preside at meeting.
E. The Contractor will record minutes and distribute copies to participants within five (5) days after the meeting to Owner, Architect and other participants.
PART 2. PRODUCTS (Not Applicable)
4842 Aggie Innovation Space Submittals EC1 Addition 013000 - 1
SECTION 013000
SUBMITTALS
PART 1. GENERAL
1.01 SUMMARY
A. This Section includes administrative and procedural requirements for submittals required for performance of the Work, including the following:
1. Contractor’s Construction Schedule.
2. Submittal schedule.
3. Shop Drawings.
4. Product Data.
5. Samples.
6. Quality assurance submittals.
7. Administrative Submittals: Refer to other Division 1 Sections, including General
Conditions, and other Contract Documents for requirements for administrative submittals.
Such submittals include, but are not limited to, the following:
8. Permits.
9. Applications for Payment.
10. Performance and Payment Bonds.
11. Insurance certificates.
12. List of subcontractors.
1.02 RELATED SECTIONS: The following Sections contain requirements that relate to this Section:
A. Section 01 0270 – Applications for Payment: Requirements for submittal of the Schedule of
Values.
B. Section 01 2000 – Project Meetings: Requirements for submittal and distribution of meeting and conference minutes.
C. Section 01 4000 – Quality Control: Requirements for submittal of inspection and test reports.
D. Section 01 7000 – Project Closeout: Requirements for submittal of Project Record Documents and warranties at project closeout.
1.03 DEFINITIONS
A. Coordination Drawings show the relationship and integration of different construction elements that require careful coordination during fabrication or installation to fit in the space provided or to function as intended.
B. Field samples are full-size physical examples erected on-site to illustrate finishes, coatings, or finish materials. Field samples are used to establish the standard by which the Work will be judged.
1.04 SUBMITTAL PROCEDURES
A. Coordination: Coordinate preparation and processing of submittals with performance of construction activities. Transmit each submittal sufficiently in advance of performance of related construction activities to avoid delay.
1. Coordinate each submittal with fabrication, purchasing, testing, delivery, other submittals, and related activities that require sequential activity.
2. Coordinate transmittal of different types of submittals for related elements of the Work so processing will not be delayed by the need to review submittals concurrently for coordination.
a. The Architect reserves the right to withhold action on a submittal requiring coordination with other submittals until all related submittals are received.
3. Processing: To avoid the need to delay installation as a result of the time required to process submittals, allow sufficient time for submittal review, including time for resubmittals.
a. Allow fourteen (14) days for initial review. Allow additional time if the Architect must delay processing to permit coordination with subsequent submittals.
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b. If an intermediate submittal is necessary, process the same as the initial submittal.
c. Allow seven (7) days for reprocessing each submittal.
d. No extension of Contract Time will be authorized because of failure to transmit submittals to the Architect sufficiently in advance of the Work to permit processing.
4. Submittals shall be in accordance with the provisions of the General Conditions.
B. Submittal Preparation: Place a permanent label or title block on each submittal for identification. Indicate the name of the entity that prepared each submittal on the label or title block.
1. Provide a space approximately 4 by 5 inches on the label or beside the title block on each
Shop Drawing to record the Contractor’s review and approval markings and the action taken.
2. Include the following information on the label for processing and recording action taken:
a. Project name.
b. Date.
c. Name and address of the Architect.
d. Name and address of the Contractor.
e. Name and address of the subcontractor.
f. Name and address of the supplier.
g. Name of the manufacturer.
h. Number and title of appropriate Specification Section.
i. Drawing number and detail references, as appropriate.
C. Submittal Transmittal: Package each submittal appropriately for transmittal and handling.
Transmit each submittal from the contractor to the Architect using a transmittal form. A separate form shall be used for each submittal. The Architect will not accept submittals received from sources other than the Contractor.
1. On the transmittal, record relevant information and requests for data. On the form, or separate sheet, record deviations from Contract Document requirements, including variations and limitations. Include Contractor’s certification that information complies with Contract Document requirements.
1.05 CONTRACTOR’S CONSTRUCTION SCHEDULE
A. Schedule: Prepare a fully developed, horizontal bar-chart-type, contractor’s construction schedule. Submit as required in the General Conditions, within ten (10) days of the Notice to Proceed.
1. Provide a separate time bar for each significant construction activity. Provide a continuous vertical line to identify the first working day of each week. Use the same breakdown of units of the Work as indicated in the “Schedule of Values.”
2. Within each time bar, indicate estimated completion percentage in 10 percent increments.
As Work progresses, place a contrasting mark in each bar to indicate Actual Completion.
3. Prepare the schedule on a sheet, or series of sheets, on reproducible media, of sufficient width to show data for the entire construction period.
4. Secure time commitments for performing critical elements of the Work from parties involved. Coordinate each element on the schedule with other construction activities;
include minor elements involved in the sequence of the Work. Show each activity in proper sequence. Indicate graphically the sequences necessary for completion of related portions of the work.
5. Coordinate the Contractor’s Construction Schedule with the Schedule of Values, list of subcontracts, Submittal Schedule, progress reports, payment requests, and other schedules.
6. Indicate completion in advance of the date established for Substantial Completion.
Indicate Substantial Completion on the schedule to allow for the Architect’s procedures necessary for certification of Substantial Completion.
B. Phasing: On the schedule, show how requirements for phased completion to permit Work by separate contractors and partial occupancy by the Owner affect the sequence of Work – when applicable.
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C. Distribution: Following response to the initial submittal, print and distribute copies to the Architect, Owner, subcontractors, and other parties required to comply with scheduled dates.
Post copies in the Project meeting room and temporary field office.
1. When revisions are made, distribute to the same parties and post in the same locations.
Delete parties from distribution when they have completed their assigned portion of the Work and are no longer involved in construction activities.
D. Schedule Updating: Revise the schedule after each meeting, event, or activity where revisions have been recognized or made. Issue the updated schedule to all parties in a timely manner.
1.06 SUBMITTAL SCHEDULE
A. Prepare a complete schedule of submittals. Submit the schedule along with the Contractor’s
Construction Schedule.
1. Coordinate Submittal Schedule with the list of subcontracts, Schedule of Values, and the list of products as well as the Contractor’s Construction Schedule.
2. Prepare the schedule in chronological order. Provide the following information:
a. Scheduled date for the first submittal.
b. Related Section number.
c. Submittal category (Shop Drawings, Product Data, or Samples).
d. Name of the subcontractor.
e. Description of the part of the Work covered.
f. Scheduled date for the Architect’s final release or approval.
B. Distribution: Following response to the initial submittal of the schedule, print and distribute copies to the Architect, Owner, subcontractors, and other parties required to comply with submittal dates indicated. Post copies in the Project meeting room and field office.
1. When revisions are made, distribute to the same parties and post in the same locations. Delete parties from distribution when they have completed their assigned portion of the Work and are no longer involved in construction activities.
C. Schedule Updating: Revise the schedule after each meeting or activity where revision have been recognized or made. Issue the updated schedule concurrently with the report of each meeting.
1.07 SHOP DRAWINGS
A. Submit newly prepared information drawings accurately and to scale. Highlight, encircle, or otherwise indicate deviations form the Contract Documents. Do not reproduce Contract Documents or copy standard information as the basis of Shop Drawings. Standard information prepared without specific reference to the Project is not a Shop Drawing.
B. Shop Drawings include fabrication and installation Drawings, setting diagrams, schedules, patterns, templates, and similar Drawings. Include the following information:
1. Dimensions.
2. Identification of products and materials included by sheet and detail number.
3. Compliance with specified standards.
4. Notation of coordination requirements.
5. Notation of dimensions established by field measurement.
6. Sheet Size: Except for templates, patterns, and similar full-size Drawings, submit Shop
Drawings on sheets at least 8½ by 11 inches by no larger than 24 by 36 inches.
7. Initial Submittal: Submit one correctable, translucent, reproducible, and one blue- or
8. black-line print for the Architect’s review. The Architect will return the reproducible print.
9. Final Submittal: Submit 3 blue- or black-line prints and 2 additional prints where required for maintenance manuals, plus the number of prints needed by the Architect for distribution. The Architect will retain 2 prints and return the remainder.
10. One of the returned prints shall be marked up and maintained as a “Record Document.”
11. Do not use Shop Drawings without an appropriate final stamp indicating action taken.
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1.08 PRODUCT DATA
A. Collect Product Data into a single submittal for each element of construction or system.
Product Data includes printed information, such as manufacturer’s installation instructions, catalog cuts, standard color charts, roughing-in diagrams and templates, standard wiring diagrams, and performance curves.
1. Mark each copy to show applicable choices and options. Where printed Product Data includes information on several products that are not required, mark copies to indicate the applicable information. Include the following information:
a. Manufacturer’s printed recommendations.
b. Compliance with trade association standards.
c. Compliance with recognized testing agency standards.
d. Application of testing agency labels and seals.
e. Notation of dimensions verified by field measurement.
f. Notation of coordination requirements.
2. Do not submit Product Data until compliance with requirements of the Contract Documents has been confirmed.
3. Preliminary Submittal: Submit a preliminary single copy of Product Data where selection of options is required.
4. Submittals: Submit 2 copies of each required submittal; submit 4 copies where required for maintenance manuals. The Architect will retain one and will return the other marked with action taken and corrections or modifications required.
a. Unless non-compliance with Contract Document provisions is observed, the submittal may serve as the final submittal.
5. Distribution: Furnish copies of final submittal to installers, subcontractors, suppliers, manufacturers, fabricators, and others required for performance of construction activities.
Show distribution on transmittal forms.
a. Do not proceed with installation until a copy of Product Data is in the installer’s possession.
b. Do not…
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