GARNER MW BUILDING 90 Percent Project Manual.pdf

GARNER MW BUILDING

BG-1G32-(000)--80-41

05-20-2025

Page

00 0101 Project Title Page

SECTION 00 0101

PROJECT TITLE PAGE

GARNER MW BUILDING

PROJECT NUMBER: BG-1G32-(000)--80-41

280 HWY 18E, GARNER, IA 50438

GARNER , IOWA

OWNER:

STATE OF IOWA

IOWA DEPARTMENT OF TRANSPORTATION

800 LINCOLN WAY

AMES, IOWA 50010

ISSUED BY:

PURCHASING

RESOURCES & ACQUISITIONS BUREAU

IOWA DEPARTMENT OF TRANSPORTATION

800 LINCOLN WAY

AMES, IOWA 50010

ARCHITECT:

ARCHITECTURAL SERVICES

RESOURCES & ACQUISITIONS BUREAU

IOWA DEPARTMENT OF TRANSPORTATION

800 LINCOLN WAY

AMES, IOWA 50010

CONSULTANT:

IMEG

2882 106TH STREET

DES MOINES, IA 50322

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00 0107 Seals Page

SECTION 00 0107

SEALS PAGE

END OF SECTION

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00 0110 Table of Contents

SECTION 00 0110

TABLE OF CONTENTS

PROCUREMENT AND CONTRACTING REQUIREMENTS

1.01 DIVISION 00 -- PROCUREMENT AND CONTRACTING REQUIREMENTS

A. 00 0101 - Project Title Page B. 00 0107 - Seals Page C. 00 0110 - Table of Contents D. 00 0115 - List of Drawing Sheets

SPECIFICATIONS

2.01 DIVISION 01 -- GENERAL REQUIREMENTS

A. 01 1000 - Summary B. 01 2000 - Price and Payment Procedures C. 01 2200 - Unit Prices D. 01 2500 - Substitution Procedures E. 01 3000 - Administrative Requirements F. 01 3216 - Construction Progress Schedule G. 01 4000 - Quality Requirements H. 01 4100 - Regulatory Requirements I. 01 4216 - Definitions J. 01 4533 - Code-Required Special Inspections K. 01 5000 - Temporary Facilities and Controls L. 01 5713 - Temporary Erosion and Sediment Control M. 01 6000 - Product Requirements N. 01 7000 - Execution and Closeout Requirements O. 01 7419 - Construction Waste Management and Disposal P. 01 7800 - Closeout Submittals Q. 01 7900 - Demonstration and Training R. 01 9113 - General Commissioning Requirements S. 01 9114 - Commissioning Authority Responsibilities

2.02 DIVISION 03 -- CONCRETE

A. 03 2000 - CONCRETE REINFORCEMENT

B. 03 3000 - CAST-IN-PLACE CONCRETE

C. 03 4100 - STRUCTURAL PRECAST CONCRETE

2.03 DIVISION 04 -- MASONRY

A. 04 0511 - Masonry Mortaring and Grouting B. 04 2000 - Unit Masonry

C. 04 2200 - REINFORCED UNIT MASONRY

2.04 DIVISION 05 -- METALS

A. 05 2100 - STEEL JOISTS

B. 05 3100 - STEEL DECK

C. 05 5133 - Metal Ladders

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D. 05 5213 - Pipe and Tube Railings

2.05 DIVISION 06 -- WOOD, PLASTICS, AND COMPOSITES

A. 06 1000 - Rough Carpentry

2.06 DIVISION 07 -- THERMAL AND MOISTURE PROTECTION

A. 07 2100 - Thermal Insulation B. 07 2119 - Foamed-In-Place Insulation C. 07 4400 - Faced Panels - Mitrex D. 07 5300 - Elastomeric Membrane Roofing E. 07 6200 - Sheet Metal Flashing and Trim F. 07 8400 - Firestopping G. 07 9200 - Joint Sealants

2.07 DIVISION 08 -- OPENINGS

A. 08 0671 - Door Hardware Schedule B. 08 1113 - Hollow Metal Doors and Frames C. 08 1613 - Fiberglass Doors D. 08 5123 - Steel Windows E. 08 5413 - Fiberglass Windows F. 08 7100 - Door Hardware G. 08 8000 - Glazing

2.08 DIVISION 09 -- FINISHES

A. 09 8432 - Sound-Absorbing Wall and Ceiling Units B. 09 9113 - Exterior Painting C. 09 9123 - Interior Painting

2.09 DIVISION 10 -- SPECIALTIES

A. 10 1400 - Signage B. 10 2800 - Toilet, Bath, and Laundry Accessories

2.10 DIVISION 22 -- PLUMBING

A. 22 0500 - BASIC PLUMBING REQUIREMENTS

B. 22 0503 - THROUGH PENETRATION FIRESTOPPING

C. 22 0513 - MOTORS

D. 22 0529 - PLUMBING SUPPORTS AND ANCHORS

E. 22 0553 - PLUMBING IDENTIFICATION

F. 22 0719 - PLUMBING PIPING INSULATION

G. 22 0900 - INSTRUMENTATION

H. 22 1000 - PLUMBING PIPING

I. 22 1023 - NATURAL GAS PIPING

J. 22 1030 - PLUMBING SPECIALTIES

K. 22 1123 - DOMESTIC WATER PUMPS

L. 22 1519 - COMPRESSED AIR SYSTEMS

M. 22 3000 - PLUMBING EQUIPMENT

N. 22 4000 - PLUMBING FIXTURES

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2.11 DIVISION 23 -- HEATING, VENTILATING, AND AIR-CONDITIONING (HVAC)

A. 23 0500 - BASIC HVAC REQUIREMENTS

B. 23 0503 - THROUGH PENETRATION FIRESTOPPING

C. 23 0513 - MOTORS

D. 23 0553 - PLUMBING IDENTIFICATION

E. 23 0593 - TESTING, ADJUSTING, AND BALANCING

F. 23 0713 - DUCTWORK INSULATION

G. 23 3100 - DUCTWORK

H. 23 3300 - DUCTWORK ACCESSORIES

I. 23 3416 - CENTRIFUGAL FANS

J. 23 3423 - POWER VENTILATORS

K. 23 3700 - AIR INLETS AND OUTLETS

L. 23 7423.13 - GAS FIRED MAKE-UP AIR UNITS

M. 23 8126 - SPLIT SYSTEM AIR CONDITIONING UNITS

N. 23 8200 - TERMINAL HEAT TRANSFER UNITS

2.12 DIVISION 26 -- ELECTRICAL

A. 26 0500 - BASIC ELECTRICAL REQUIREMENTS

B. 26 0513 - WIRE AND CABLE

C. 26 0526 - GROUNDING AND BONDING

D. 26 0527 - SUPPORTING DEVICES

E. 26 0533 - CONDUIT AND BOXES

F. 26 0553 - ELECTRICAL IDENTIFICATION

G. 26 0933 - LIGHTING CONTROL SYSTEMS

H. 26 2000 - SERVICE ENTRANCE

I. 26 2200 - DRY TYPE TRANSFORMERS

J. 26 2416 - PANELBOARDS

K. 26 2419 - MOTOR CONTROL

L. 26 2726 - WIRING DEVICES

M. 26 2813 - FUSES

N. 26 2816 - DISCONNECT SWITCHES

O. 26 2923 - VARIABLE FREQUENCY DRIVES

P. 26 4300 - SURGE PROTECTION DEVICES

Q. 26 5119 - LED LIGHTING

2.13 DIVISION 27 -- COMMUNICATIONS

A. 27 0500 - BASIC COMMUNICATIONS SYSTEMS REQUIREMENTS

B. 27 0503 - THROUGH PENETRATION FIRESTOPPING

C. 27 0526 - COMMUNICATIONS BONDING

D. 27 0528 - INTERIOR COMMUNICATION PATHWAYS

E. 27 0543 - EXTERIOR COMMUNICATION PATHWAYS

F. 27 0553 - IDENTIFICATION AND ADMINISTRATION

G. 27 1100 - COMMUNICATION EQUIPMENT ROOMS (CER)

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H. 27 1500 - HORIZONTAL CABLING REQUIREMENTS

I. 27 1710 - TESTING

J. 27 1720 - STRUCTURED CABLING SYSTEM WARRANTY

2.14 DIVISION 31 -- EARTHWORK

A. 31 2200 - Grading

B. 31 2301 - FOUNDATION EXCAVATING AND BACKFILLING

C. 31 2316 - Excavation D. 31 2316.13 - Trenching E. 31 2323 - Fill

2.15 DIVISION 32 -- EXTERIOR IMPROVEMENTS

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00 0115 List of Drawing Sheets

SECTION 00 0115

LIST OF DRAWING SHEETS

A001 COVER / SITE

A101 FLOOR PLAN - PROTOTYPE DESIGN

A102 ELEVATIONS / SECTIONS - PROTOTYPE DESIGN

A103 DETAILS - PROTOTYPE DESIGN

A104 DOOR DETAILS - PROTOTYPE DESIGN

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01 1000 Summary

SECTION 01 1000

SUMMARY

PART 1 GENERAL

PROJECT

1.01 PROJECT NAME:

A. GARNER MW BUILDING

1.02 OWNER'S NAME:

A. State of Iowa, Iowa Department of Transportation.

1.03 OWNER PROJECT MANAGER

A. Design Team, Architectural Services | Resources & Acquisitions Bureau.

1.04 THE PROJECT CONSISTS OF THE FOLLOWING BUILDING STRUCTURES AND SITEWORK:

A. All site work including: Grading, gravel drives, concrete approaches, and utility improvements.

B. New Mechanic's and Wash Bay Building: A 62' x 80', 4960 sq.ft. maintenance mechanic's bay, wash bay, storage, and office. The construction consists of pre-cast concrete wall panels and metal deck on bar joist roof structure, EPDM roof, concrete slabs, CMU interior walls, hoists, insulated overhead doors, and complete HVAC, plumbing and electrical systems.

1.05 CONTRACT DESCRIPTION

A. Contract Type: A single prime contract based on a Stipulated Price as described in Document

00 5000 - Contracting Forms and Supplements.

1.06 WORK BY OWNER

A. Items noted NIC (Not in Contract) will be supplied and installed by Owner after Substantial Completion. Some items include:

1. Lockers.

2. Furnishings.

3. Small equipment.

4. Welding Curtains

5. Shelving

6. Mechanic's bay equipment and appliances not requiring permanent connection to facility systems.

7. Used oil portable storage tank(s).

8. Office equipment.

B. Owner will supply and install the following:

1. Used oil portable storage tank(s).

2. Kitchen refrigerators, microwave and other appliances.

3. Office equipment.

4. GPS Antenna, column and wiring-Contractor to install mounting base and conduit.

5. Communications and data wiring and devices. Conduit is by Contractor as indicated on the drawings.

C. Owner will supply the following for installation by Contractor:

1. Electric Chain Hoist:Coffing Model ECT4008-20. Contractor to furnish and install all items for a fully functional and complete operating hoist including but not limited to festoons electrical wiring connections.

2. Air compressor: Contractor to furnish and install all items for a fully functional and complete operating air compressor system including but not limited to air cock assembly, refrigerant air regulator, filters and oil-water separator.

3. pressure washer(s) with heating element. Contractor to furnish and install all items for a complete operating heated pressure washing system including but not limited to all wiring, piping, valves and disconnects as required for a fully functional and compliant system.

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01 1000 Summary

4. Washroom accessories: Soap, paper towel and toilet paper dispensers.

5. Exterior building identification sign.

1.07 OWNER OCCUPANCY

A. Owner intends to occupy the Project upon Substantial Completion.

B. Cooperate with Owner to minimize conflict and to facilitate Owner's operations on site.

1.08 CONTRACTOR USE OF SITE AND PREMISES

A. Construction Operations: Limited to the boundaries of the property line indicated on the plans.

1. Locate and conduct construction activities in ways that will limit disturbance to site.

B. Arrange use of site and premises to allow:

1. Work by Others.

2. Work by Owner.

C. Provide access to and from site as required by law and by Owner:

1. Emergency Building Exits During Construction: Keep all exits required by code open during construction period; provide temporary exit signs if exit routes are temporarily altered.

2. Do not obstruct roadways, sidewalks, or other public ways without permit.

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

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01 2000 Price and Payment

Procedures

SECTION 01 2000

PRICE AND PAYMENT PROCEDURES

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Procedures for preparation and submittal of applications for progress payments.

B. Documentation of changes in Contract Sum and Contract Time.

C. Change procedures.

D. Procedures for preparation and submittal of application for final payment.

1.02 SCHEDULE OF VALUES

A. Use Schedule of Values Form: AIA G703, edition stipulated in the Agreement.

B. Electronic media printout including equivalent information will be considered in lieu of standard form specified; submit draft to Owner Project Manager for approval.

C. Forms filled out by hand will not be accepted.

D. Submit Schedule of Values electronically within 15 days after date established in Notice to

Proceed.

E. Format: Utilize the Table of Contents of this Project Manual. Identify each line item with number and title of the specification section. Identify site mobilization.

F. Revise schedule to list approved Change Orders, with each Application For Payment.

1.03 APPLICATIONS FOR PROGRESS PAYMENTS

A. Payment Period: 30 days or monthly.

B. Use Form AIA G702 and Form AIA G703, edition stipulated in the Agreement.

C. Electronic media printout including equivalent information will be considered in lieu of standard form specified; submit sample to Owner Project Manager for approval.

D. Forms filled out by hand will not be accepted.

E. Execute certification by signature of authorized officer.

F. List each authorized Change Order as a separate line item, listing Change Order number and dollar amount as for an original item of work.

G. Submit one electronic and no hard-copies of each Application for Payment.

H. Include the following with the application:

1. Partial release of liens from major subcontractors and vendors.

2. Affidavits attesting to off-site stored products.

3. Certificate of insurance for stored products off site with name business location, address, description of items and dollar value of stored materials.

1.04 MODIFICATION PROCEDURES

A. For minor changes not involving an adjustment to the Contract Sum or Contract Time, Owner Project Manager will issue instructions directly to Contractor.

B. For other required changes, Owner Project Manager will issue a document signed by Owner instructing Contractor to proceed with the change, for subsequent inclusion in a Change Order.

1. The document will describe the required changes and will designate method of determining any change in Contract Sum or Contract Time.

2. Promptly execute the change.

C. For changes for which advance pricing is desired, Owner Project Manager will issue a document that includes a detailed description of a proposed change with supplementary or revised drawings and specifications, a change in Contract Time for executing the change with a stipulation of any overtime work required and the period of time during which the requested

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01 2000 Price and Payment

Procedures price will be considered valid. Contractor shall prepare and submit a fixed price quotation within 10 days.

D. Change request/order procedure.

1. Proposal request submitted by DOT project manager to general contractor.

a. Maximum 15% markup total between sub-contractor and general including all overhead, profit, insurance and bonds.

1) I.E. GC 10% and sub 5% on change order.

b. Verbal and written communications are NOT an approval to proceed with any changes to the work. An AIA document G701 Change Order signed by an authorized Iowa DOT official is required prior to proceeding with any changes to the work or deviation from the contract. Any changes to the work performed by the Contractor before a signed AIA G701 Change Order is received is assumed at the Contractor's own risk, liability and expense.

E. Contractor may propose a change by submitting a request for change to Owner Project Manager, describing the proposed change and its full effect on the work, with a statement describing the reason for the change, and the effect on the Contract Sum and Contract Time with full documentation. Document any requested substitutions in accordance with Section 01 6000.

F. Computation of Change in Contract Amount: As specified in the Agreement and Conditions of the Contract.

1. For pre-determined unit prices and quantities, the amount will based on the fixed unit prices.

G. Substantiation of Costs: Provide full information required for evaluation.

1. On request, provide the following data:

a. Quantities of products, labor, and equipment.

b. Taxes, insurance, and bonds.

c. Overhead and profit.

d. Justification for any change in Contract Time.

e. Credit for deletions from Contract, similarly documented.

H. Execution of Change Orders: Owner Project Manager will issue Change Orders for signatures of parties as provided in the Conditions of the Contract.

I. After execution of Change Order, promptly revise Schedule of Values and Application for Payment forms to record each authorized Change Order as a separate line item and adjust the Contract Sum.

J. Promptly revise progress schedules to reflect any change in Contract Time, revise sub-schedules to adjust times for other items of work affected by the change, and resubmit.

K. Promptly enter changes in Project Record Documents.

1.05 APPLICATION FOR FINAL PAYMENT

A. Prepare Application for Final Payment as specified for progress payments, identifying total adjusted Contract Sum, previous payments, and sum remaining due.

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

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01 2200 Unit Prices

SECTION 01 2200

UNIT PRICES

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Measurement and payment criteria applicable to Work performed under a unit price payment method.

B. Defect assessment and non-payment for rejected work.

1.02 RELATED REQUIREMENTS

A. Section 01 2000 - Price and Payment Procedures: Additional payment and modification procedures.

1.03 COSTS INCLUDED

A. Unit Prices included on the Bid Form shall include full compensation for all required labor, products, tools, equipment, plant, transportation, services and incidentals; erection, application or installation of an item of the Work; overhead and profit.

1.04 MEASUREMENT OF QUANTITIES

A. Owner will take all measurements and compute quantities accordingly.

B. Assist by providing necessary equipment, workers, and survey personnel as required.

C. Measurement by Volume: Measured by cubic dimension using mean length, width and height or thickness.

D. Measurement by Area: Measured by square dimension using mean length and width or radius.

E. Linear Measurement: Measured by linear dimension, at the item centerline or mean chord.

1.05 PAYMENT

A. Payment for Work governed by unit prices will be made on the basis of the actual measurements and quantities of Work that is incorporated in or made necessary by the Work and accepted by the Owner Project Manager, multiplied by the unit price.

B. Payment will not be made for any of the following:

1. Products wasted or disposed of in a manner that is not acceptable.

2. Products determined as unacceptable before or after placement.

3. Products not completely unloaded from the transporting vehicle.

4. Products placed beyond the lines and levels of the required Work.

5. Products remaining on hand after completion of the Work.

6. Loading, hauling, and disposing of rejected Products.

1.06 SCHEDULE OF UNIT PRICES

A. Item: ________; Section ________.

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

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01 2500 Substitution Procedures

SECTION 01 2500

SUBSTITUTION PROCEDURES

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Procedural requirements for proposed substitutions.

1.02 DEFINITIONS

A. Substitutions: Changes from Contract Documents requirements proposed by Contractor to materials, products, assemblies, and equipment.

1. This definition is in reference to changes AFTER the Notice to Proceed and the contract agreement between the Owner and the Contractor has been signed. See bidding requirements for product approval of alternate proposed materials, products, assemblies and equipment during the bid process

2. Substitutions for Cause: Proposed due to changed Project circumstances beyond Contractor's control.

3. Substitutions for Convenience: Proposed due to possibility of offering substantial advantage to the Project.

a. Substitution requests offering advantages solely to the Contractor will not be considered.

1.03 REFERENCE STANDARDS

A. CSI/CSC Form 13.1A - Substitution Request (After the Bidding/Negotiating Phase); Current Edition.

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION

3.01 GENERAL REQUIREMENTS

A. A Substitution Request for products, assemblies, materials, and equipment constitutes a representation that the submitter:

1. Has investigated proposed product and determined that it meets or exceeds the quality level of the specified product, equipment, assembly, or system.

2. Agrees to provide the same warranty for the substitution as for the specified product.

3. Agrees to coordinate installation and make changes to other work that may be required for the work to be complete, with no additional cost to Owner.

4. Waives claims for additional costs or time extension that may subsequently become apparent.

5. Agrees to reimburse Owner and Owner Project Manager for review or redesign services associated with re-approval by authorities.

B. Document each request with complete data substantiating compliance of proposed substitution with Contract Documents. Burden of proof is on proposer.

1. Note explicitly any non-compliant characteristics.

C. Content: Include information necessary for tracking the status of each Substitution Request, and information necessary to provide an actionable response.

D. Limit each request to a single proposed substitution item.

3.02 SUBSTITUTION PROCEDURES DURING CONSTRUCTION

A. Submittal Form (after award of contract):

1. Submit substitution requests by completing CSI/CSC Form 13.1A - Substitution Request

(After Bidding/Negotiating). See this form for additional information and instructions. Use only this form; other forms of submission are unacceptable.

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01 2500 Substitution Procedures

B. Submit request for Substitution for Cause within 14 days of discovery of need for substitution, but not later than 14 days prior to time required for review and approval by Owner Project Manager, in order to stay on approved project schedule.

C. Substitutions will not be considered under one or more of the following circumstances:

1. When they are indicated or implied on shop drawing or product data submittals, without having received prior approval.

2. Without a separate written request.

3. When acceptance will require revisions to Contract Documents.

3.03 RESOLUTION

A. Owner Project Manager may request additional information and documentation prior to rendering a decision. Provide this data in an expeditious manner.

B. Owner Project Manager will notify Contractor in writing of decision to accept or reject request.

3.04 ACCEPTANCE

A. Accepted substitutions change the work of the Project. They will be documented and incorporated into work of the project by Change Order, Construction Change Directive, Architectural Supplementary Instructions, or similar instruments provided for in the Conditions of the Contract.

3.05 CLOSEOUT ACTIVITIES

A. See Section 01 7800 - Closeout Submittals, for closeout submittals.

END OF SECTION

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01 3000 Administrative Requirements

SECTION 01 3000

ADMINISTRATIVE REQUIREMENTS

PART 1 GENERAL

1.01 SECTION INCLUDES

A. General administrative requirements.

B. Preconstruction meeting.

C. Site mobilization meeting.

D. Progress meetings.

E. Construction progress schedule.

F. Progress photographs.

G. Coordination drawings.

H. Submittals for review, information, and project closeout.

I. Number of copies of submittals.

J. Requests for Interpretation (RFI) procedures.

K. Submittal procedures.

1.02 RELATED REQUIREMENTS

A. Section 01 6000 - Product Requirements: General product requirements.

B. Section 01 7000 - Execution and Closeout Requirements: Additional coordination requirements.

C. Section 01 7800 - Closeout Submittals: Project record documents; operation and maintenance data; warranties and bonds.

1.03 REFERENCE STANDARDS

A. AIA G716 - Request for Information; 2004.

B. CSI/CSC Form 13.2A - Request for Information; Current Edition.

1.04 GENERAL ADMINISTRATIVE REQUIREMENTS

A. Comply with requirements of Section 01 7000 - Execution and Closeout Requirements for coordination of execution of administrative tasks with timing of construction activities.

1.05 PROJECT COORDINATION

A. Project Coordinator: Project Manager.

B. Cooperate with the Project Coordinator in allocation of mobilization areas of site; for field offices and sheds, for ________ access, traffic, and parking facilities.

C. During construction, coordinate use of site and facilities through the Project Coordinator.

D. Comply with Project Coordinator's procedures for intra-project communications; submittals, reports and records, schedules, coordination drawings, and recommendations; and resolution of ambiguities and conflicts.

E. Comply with instructions of the Project Coordinator for use of temporary utilities and construction facilities. Responsibility for providing temporary utilities and construction facilities is identified in Section 01 1000 - Summary.

F. Coordinate field engineering and layout work under instructions of the Project Coordinator.

G. Make the following types of submittals to Owner Project Manager through the Project

Coordinator:

1. Requests for Interpretation.

2. Requests for substitution.

3. Shop drawings, product data, and samples.

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01 3000 Administrative Requirements

4. Test and inspection reports.

5. Design data.

6. Manufacturer's instructions and field reports.

7. Applications for payment and change order requests.

8. Progress schedules.

9. Coordination drawings.

10. Correction Punch List and Final Correction Punch List for Substantial Completion.

11. Closeout submittals.

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION

3.01 ELECTRONIC SUBMISSION:

A. All documents transmitted for purposes of administration of the contract are to be in electronic (PDF, MS Word, or MS Excel) format, as appropriate to the document, and transmitted via E-mail of contractor's online document management service.

3.02 PRECONSTRUCTION MEETING

A. Project Coordinator will schedule a meeting after Notice of Award.

B. Attendance Required:

1. Owner.

2. Owner Project Manager/Engineer.

3. General Contractor.

4. All major Sub-Contractors.

C. Agenda:

1. Review Owner-Contractor Agreement and contract conditions.

2. Submission of executed bonds and insurance certificates.

3. Distribution of Contract Documents.

4. Submission of list of subcontractors, list of products, schedule of values, and progress schedule.

5. Designation of personnel representing the parties to Contract, Owner and Architect .

6. Review procedures and processing of field decisions, submittals, substitutions, applications for payments, proposal request, Change Orders, and Contract closeout procedures.

7. Coordinate commencement of contstruction.

8. Use of premises by Owner and Contractor.

9. Temporary utilities provided by Contractor.

10. Security and housekeeping procedures.

11. Procedures for testing.

12. Procedures for maintaining record documents.

13. Requirements for start-up of equipment.

14. Inspection and acceptance of equipment put into service during construction period.

15. Scheduling.

16. Scheduling activities of a Geotechnical Engineer.

D. Record minutes and distribute copies within two days after meeting to participants, with two copies to Owner Project Manager, Owner, participants, and those affected by decisions made.

3.03 PROGRESS MEETINGS

A. Schedule and administer meetings throughout progress of the work at maximum bi-weekly intervals.

B. General Contractor will make arrangements for meetings, prepare agenda with copies for participants, preside at meetings, take and distribute minutes..

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01 3000 Administrative Requirements

C. Attendance Required: Job Superintendent, major Subcontractors and suppliers, Owner, Architect/Engineer, as appropriate to agenda topics for each meeting.

1. Contractor.

2. Owner.

3. Owner Project Manager.

4. Contractor's superintendent.

5. Major subcontractors.

D. Agenda:

1. Review minutes of previous meetings.

2. Review of Work progress.

3. Field observations, problems, and decisions.

4. Identification of problems that impede, or will impede, planned progress.

5. Review of submittals schedule and status of submittals.

6. Review of off-site fabrication and delivery schedules.

7. Maintenance of progress schedule.

8. Corrective measures to regain projected schedules.

9. Planned progress during succeeding work period.

10. Coordination of projected progress.

11. Status of Proposal Requests, Change Orders, Architect's Supplemental Instructions and

Requests For Information. Maintenance of quality and work standards.

12. Maintenance of quality and work standards.

13. Effect of proposed changes on progress schedule and coordination.

14. Other business relating to work.

E. Record minutes and distribute copies within two days after meeting to participants, with two copies to Owner Project Manager, Owner, participants, and those affected by decisions made.

3.04 CONSTRUCTION PROGRESS SCHEDULE

A. If preliminary schedule requires revision after review, submit revised schedule within 10 days.

B. Within 20 days after review of preliminary schedule, submit draft of proposed complete schedule for review.

1. Include written certification that major contractors have reviewed and accepted proposed schedule.

C. Within 10 days after joint review, submit complete schedule.

D. Submit updated schedule with each Application for Payment.

3.05 PROGRESS PHOTOGRAPHS

A. Submit new photographs at least once every two weeks., within 3 days after being taken.

B. Photography Type: Digital; electronic files.

C. Provide photographs of site and construction throughout progress of work produced by an experienced photographer, acceptable to Owner Project Manager.

D. In addition to periodic, recurring views, take photographs of each of the following events:

1. Completion of site clearing.

2. Excavations in progress.

3. Prior to placement of paving sub-base after compaction of sub-grade

4. After placement and compaction of sub-base and installation of reinforcement (where called for) but before paving

5. Structural framing in progress and upon completion.

E. Views:

1. Provide non-aerial photographs from four cardinal views at each specified time, until date of Substantial Completion.

2. Consult with Owner Project Manager for instructions on views required.

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01 3000 Administrative Requirements

3. Provide factual presentation.

4. Provide correct exposure and focus, high resolution and sharpness, maximum depth of field, and minimum distortion.

F. Digital Photographs: 24 bit color, minimum resolution of 1024 by 768, in JPG format; provide files unaltered by photo editing software.

1. Delivery Medium: Via email.

2. File Naming: Include project identification, date and time of view, and view identification.

3. PDF File: Assemble all photos into printable pages in PDF format, with 2 to 3 photos per page, each photo labeled with file name; one PDF file per submittal.

3.06 COORDINATION DRAWINGS

A. Provide information required by Project Coordinator for preparation of coordination drawings.

B. Review drawings prior to submission to Owner Project Manager.

3.07 REQUESTS FOR INTERPRETATION (RFI)

A. Definition: A request seeking one of the following:

1. An interpretation, amplification, or clarification of some requirement of Contract Documents arising from inability to determine from them the exact material, process, or system to be installed; or when the elements of construction are required to occupy the same space (interference); or when an item of work is described differently at more than one place in Contract Documents.

B. Whenever possible, request clarifications at the next appropriate project progress meeting, with response entered into meeting minutes, rendering unnecessary the issuance of a formal RFI.

C. Preparation: Prepare an RFI immediately upon discovery of a need for interpretation of Contract Documents. Failure to submit a RFI in a timely manner is not a legitimate cause for claiming additional costs or delays in execution of the work.

1. Prepare a separate RFI for each specific item.

a. Review, coordinate, and comment on requests originating with subcontractors and/or materials suppliers.

b. Do not forward requests which solely require internal coordination between subcontractors.

2. Prepare in a format and with content acceptable to Owner.

a. Use AIA G716 - Request for Information .

b. Use CSI/CSC Form 13.2A - Request for Interpretation.

3. Combine RFI and its attachments into a single electronic file. PDF format is preferred.

D. Reason for the RFI: Prior to initiation of an RFI, carefully study all Contract Documents to confirm that information sufficient for their interpretation is definitely not included.

1. Include in each request Contractor's signature attesting to good faith effort to determine from Contract Documents information requiring interpretation.

2. Unacceptable Uses for RFIs: Do not use RFIs to request the following::

a. Approval of submittals (use procedures specified elsewhere in this section).

b. Approval of substitutions (see Section - 01 6000 - Product Requirements)

c. Changes that entail change in Contract Time and Contract Sum (comply with provisions of the Conditions of the Contract).

d. Different methods of performing work than those indicated in the Contract Drawings and Specifications (comply with provisions of the Conditions of the Contract).

E. Responses: Content of answered RFIs will not constitute in any manner a directive or authorization to perform extra work or delay the project. If in Contractor's belief it is likely to lead to a change to Contract Sum or Contract Time, promptly issue a notice to this effect, and follow up with an appropriate Change Order request to Owner.

3.08 SUBMITTALS FOR REVIEW

A. When the following are specified in individual sections, submit them for review:

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1. Product data.

2. Shop drawings.

3. Samples for selection.

4. Samples for verification.

B. Submit to Owner Project Manager for review for the limited purpose of checking for compliance with information given and the design concept expressed in Contract Documents.

C. Samples will be reviewed for aesthetic, color, or finish selection.

D. After review, provide copies and distribute in accordance with SUBMITTAL PROCEDURES article below and for record documents purposes described in Section 01 7800 - Closeout Submittals.

3.09 SUBMITTALS FOR INFORMATION

A. When the following are specified in individual sections, submit them for information:

1. Design data.

2. Certificates.

3. Test reports.

4. Inspection reports.

5. Manufacturer's instructions.

6. Other types indicated.

7. Manufacturer's field reports.

8. Other types indicated.

B. Submit for Owner Project Manager's knowledge as contract administrator or for Iowa Department of Transportation. No action will be taken.

3.10 SUBMITTALS FOR PROJECT CLOSEOUT

A. Submit Correction Punch List for Substantial Completion.

B. Submit Final Correction Punch List for Substantial Completion.

C. When the following are specified in individual sections, submit them at project closeout in compliance with requirements of Section 01 7800 - Closeout Submittals:

1. Project record documents.

2. Operation and maintenance data.

3. Warranties.

4. Bonds.

5. Other types as indicated.

D. Submit for Owner's benefit during and after project completion.

3.11 NUMBER OF COPIES OF SUBMITTALS

A. Electronic Documents: Submit one electronic copy in PDF format; an electronically-marked up file will be returned. Create PDFs at native size and right-side up; illegible files will be rejected.

B. Documents for Information: Submit one copy electronically.

C. Samples: Submit the number specified in individual specification sections; one of which will be retained by Owner Project Manager.

1. After review, produce duplicates.

2. Retained samples will not be returned to Contractor unless specifically so stated.

3.12 SUBMITTAL PROCEDURES

General Requirements:

1. Use a separate transmittal for each item.

2. Transmit using approved form.

3. Sequentially identify each item. For revised submittals use original number and a sequential numerical suffix.

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4. Identify: Project; Contractor; subcontractor or supplier; pertinent drawing and detail number; and specification section number and article/paragraph, as appropriate on each copy.

5. Apply Contractor's stamp, signed or initialed certifying that review, approval, verification of products required, field dimensions, adjacent construction work, and coordination of information is in accordance with the requirements of the work and Contract Documents.

a. Submittals from sources other than the Contractor, or without Contractor's stamp will not be acknowledged, reviewed, or returned.

6. Schedule submittals to expedite the Project, and coordinate submission of related items.

7. Identify variations from Contract Documents and product or system limitations that may be detrimental to successful performance of the completed work.

8. When revised for resubmission, identify all changes made since previous submission.

A. Product Data Procedures:

1. Submit only information required by individual specification sections.

2. Collect required information into a single submittal.

3. Do not submit (Material) Safety Data Sheets for materials or products.

B. Shop Drawing Procedures:

1. Prepare accurate, drawn-to-scale, original shop drawing documentation by interpreting

Contract Documents and coordinating related work.

2. Generic, non-project-specific information submitted as shop drawings do not meet the requirements for shop drawings.

C. Samples Procedures:

1. Transmit related items together as single package.

2. Identify each item to allow review for applicability in relation to shop drawings showing installation locations.

3.13 SUBMITTAL REVIEW

A. Submittals for Review: Owner Project Manager will review each submittal, and approve, or take other appropriate action.

B. Submittals for Information: Owner Project Manager will acknowledge receipt and review. See below for actions to be taken.

C. Owner Project Manager's actions will be reflected by marking each returned submittal using virtual stamp on electronic submittals.

D. Owner Project Manager's and consultants' actions on items submitted for review:

1. Authorizing purchasing, fabrication, delivery, and installation:

a. "Approved", or language with same legal meaning.

b. "Approved as Noted, Resubmission not required", or language with same legal meaning.

1) At Contractor's option, submit corrected item, with review notations acknowledged and incorporated.

c. "Approved as Noted, Resubmit for Record", or language with same legal meaning.

2. Not Authorizing fabrication, delivery, and installation:

E. Owner Project Manager's and consultants' actions on items submitted for information:

1. Items for which no action was taken:

a. "Received" - to notify the Contractor that the submittal has been received for record only.

2. Items for which action was taken:

a. "Reviewed" - no further action is required from Contractor.

END OF SECTION

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Schedule

SECTION 01 3216

CONSTRUCTION PROGRESS SCHEDULE

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Preliminary schedule.

B. Construction progress schedule, bar chart type.

1.02 RELATED SECTIONS

A. Section 01 1000 - Summary: Work sequence.

1.03 REFERENCE STANDARDS

A. AGC (CPSM) - Construction Planning and Scheduling Manual; 2004.

B. M-H (CPM) - CPM in Construction Management - Project Management with CPM; 2016, with

Addendum (2021).

1.04 SUBMITTALS

A. Within 10 days after date established in Notice to Proceed, submit preliminary schedule defining planned operations for the first 60 days of Work, with a general outline for remainder of Work.

B. If preliminary schedule requires revision after review, submit revised schedule within 10 days.

C. Within 20 days after review of preliminary schedule, submit draft of proposed complete schedule for review.

D. Within 10 days after joint review, submit complete schedule.

E. Submit updated schedule with each Application for Payment.

F. Submit progress schedules electronically.

G. Submit under transmittal letter form specified in Section 01 3000 - Administrative

Requirements.

1.05 QUALITY ASSURANCE

A. Scheduler: Contractor's personnel or specialist Consultant specializing in CPM scheduling with one years minimum experience in scheduling construction work of a complexity comparable to this Project, and having use of computer facilities capable of delivering a detailed graphic printout within 48 hours of request.

1.06 SCHEDULE FORMAT

A. Listings: In chronological order according to the start date for each activity. Identify each activity with the applicable specification section number.

B. Diagram Sheet Size: Maximum 11x17 inches or width required.

C. Scale and Spacing: To allow for notations and revisions.

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION

3.01 PRELIMINARY SCHEDULE

A. Prepare preliminary schedule in the form of a horizontal bar chart.

3.02 CONTENT

A. Show complete sequence of construction by activity, with dates for beginning and completion of each element of construction.

B. Identify each item by specification section number.

C. Identify work of separate stages and other logically grouped activities.

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D. Show accumulated percentage of completion of each item, and total percentage of Work completed, as of the first day of each month.

E. Provide legend for symbols and abbreviations used.

3.03 BAR CHARTS

A. Include a separate bar for each major portion of Work or operation.

B. Identify the first work day of each week.

3.04 REVIEW AND EVALUATION OF SCHEDULE

A. Participate in joint review and evaluation of schedule with Owner Project Manager at each submittal.

B. Evaluate project status to determine work behind schedule and work ahead of schedule.

C. After review, revise as necessary as result of review, and resubmit within 10 days.

3.05 UPDATING SCHEDULE

A. Maintain schedules to record actual start and finish dates of completed activities.

B. Indicate progress of each activity to date of revision, with projected completion date of each activity.

C. Annotate diagrams to graphically depict current status of Work.

D. Identify activities modified since previous submittal, major changes in Work, and other identifiable changes.

E. Indicate changes required to maintain Date of Substantial Completion.

F. Submit reports required to support recommended changes.

3.06 DISTRIBUTION OF SCHEDULE

A. Distribute copies of updated schedules to Contractor's project site file, to subcontractors, suppliers, Owner Project Manager, Iowa Department of Transportation, and other concerned parties.

B. Instruct recipients to promptly report, in writing, problems anticipated by projections indicated in schedules.

END OF SECTION90

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01 4000 Quality Requirements

SECTION 01 4000

QUALITY REQUIREMENTS

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Submittals.

B. Quality assurance.

C. References and standards.

D. Testing and inspection agencies and services.

E. Contractor's design-related professional design services.

F. Control of installation.

G. Mock-ups.

H. Tolerances.

I. Manufacturers' field services.

J. Defect Assessment.

1.02 RELATED REQUIREMENTS

A. Section 01 3000 - Administrative Requirements: Submittal procedures.

B. Section 01 4216 - Definitions.

C. Section 01 6000 - Product Requirements: Requirements for material and product quality.

1.03 REFERENCE STANDARDS

A. ASTM C1021 - Standard Practice for Laboratories Engaged in Testing of Building Sealants;

2008 (Reapproved 2023).

B. ASTM C1077 - Standard Practice for Agencies Testing Concrete and Concrete Aggregates for

Use in Construction and Criteria for Testing Agency Evaluation; 2024.

C. ASTM C1093 - Standard Practice for Accreditation of Testing Agencies for Masonry; 2023.

D. ASTM D3740 - Standard Practice for Minimum Requirements for Agencies Engaged in Testing and/or Inspection of Soil and Rock as Used in Engineering Design and Construction; 2023.

E. ASTM E329 - Standard Specification for Agencies Engaged in Construction Inspection, Testing, or Special Inspection; 2021.

F. ASTM E543 - Standard Specification for Agencies Performing Nondestructive Testing; 2021.

G. ASTM E699 - Standard Specification for Agencies Involved in Testing, Quality Assurance, and

Evaluating of Manufactured Building Components; 2016.

H. IAS AC89 - Accreditation Criteria for Testing Laboratories; 2021.

1.04 DEFINITIONS

A. Contractor's Professional Design Services: Design of some aspect or portion of the project by party other than the design professional of record. Provide these services as part of the Contract for Construction.

1. Design Services Types Required:

a. Design-Related: Design services explicitly required to be performed by another design professional due to highly-technical and/or specialized nature of a portion of the project. Services primarily involve engineering analysis, calculations, and design, and are not intended to alter the aesthetic aspects of the design.

B. Design Data: Design-related, signed and sealed drawings, calculations, specifications, certifications, shop drawings and other submittals provided by Contractor, and prepared directly by, or under direct supervision of, appropriately licensed design professional.

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1.05 CONTRACTOR'S DESIGN-RELATED PROFESSIONAL DESIGN SERVICES

A. Coordination: Contractor's professional design services are subject to requirements of project's

Conditions for Construction Contract.

B. Base design on performance and/or design criteria indicated in individual specification sections.

C. Scope of Contractor's Professional Design Services: Provide for the following items of work:

1. Design of Structural Components: Include development of shop drawings, and performing shop and site work, as described in Section 13 3400-Pre-Engineered Post Frame Building Systems.

1.06 SUBMITTALS

A. See Section 01 3000 - Administrative Requirements, for submittal procedures.

B. Design Data: Submit for Owner Project Manager's knowledge as contract administrator for the limited purpose of assessing compliance with information given and the design concept expressed in the Contract Documents, or for Iowa Department of Transportation's information.

1. Include signature and seal of design professional responsible for allocated design services on calculations and drawings.

C. Certificates: When specified in individual specification sections, submit certification by the manufacturer and Contractor or installation/application subcontractor to Owner Project Manager, in quantities specified for Product Data.

1. Indicate material or product complies with or exceeds specified requirements. Submit supporting reference data, affidavits, and certifications as appropriate.

2. Certificates may be recent or previous test results on material or product, but must be acceptable to Owner Project Manager.

D. Manufacturer's Instructions: When specified in individual specification sections, submit printed instructions for delivery, storage, assembly, installation, start-up, adjusting, and finishing, for the Iowa Department of Transportation's information. Indicate special procedures, perimeter conditions requiring special attention, and special environmental criteria required for application or installation.

E. Manufacturer's Field Reports: Submit reports for Owner Project Manager's benefit as contract administrator or for Iowa Department of Transportation.

1. Submit report in duplicate within 30 days of observation to Owner Project Manager for information.

2. Submit for information for the limited purpose of assessing compliance with information given and the design concept expressed in the Contract Documents.

F. Erection Drawings: Submit drawings for Owner Project Manager's benefit as contract administrator or for Iowa Department of Transportation.

1. Submit for information for the limited purpose of assessing compliance with information given and the design concept expressed in the Contract Documents.

2. Data indicating inappropriate or unacceptable Work may be subject to action by Owner

Project Manager or Iowa Department of Transportation.

1.07 QUALITY ASSURANCE

A. Designer Qualifications: Where professional engineering design services and design data submittals are specifically required of Contractor by Contract Documents, provide services of a Professional Engineer experienced in design of this type of work and licensed in the State in which the Project is located.

1.08 REFERENCES AND STANDARDS

A. For products and workmanship specified by reference to a document or documents not included in the Project Manual, also referred to as reference standards, comply with requirements of the standard, except when more rigid requirements are specified or are required by applicable codes.

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B. Comply with reference standard of date of issue current on date of Contract Documents, except where a specific date is established by applicable code.

C. Obtain copies of standards where required by product specification sections.

D. Maintain copy at project site during submittals, planning, and progress of the specific work, until

Substantial Completion.

E. Should specified reference standards conflict with Contract Documents, request clarification from Owner Project Manager before proceeding.

F. Neither the contractual relationships, duties, or responsibilities of the parties in Contract nor those of Owner Project Manager shall be altered from Contract Documents by mention or inference otherwise in any reference document.

1.09 TESTING AND INSPECTION AGENCIES AND SERVICES

A. The Owner shall employ and pay for services of a third party or independent testing agency to perform specified testing and commissioning for equipment and materials provided and installed by the contractor..

B. Employment of agency in no way relieves Contractor of obligation to perform Work in accordance with requirements of Contract Documents.

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION

3.01 CONTROL OF INSTALLATION

A. Monitor quality control over suppliers, manufacturers, products, services, site conditions, and workmanship, to produce work of specified quality.

B. Comply with manufacturers' instructions, including each step in sequence.

C. Should manufacturers' instructions conflict with Contract Documents, request clarification from

Owner Project Manager before proceeding.

D. Comply with specified standards as minimum quality for the work except where more stringent tolerances, codes, or specified requirements indicate higher standards or more precise workmanship.

E. Have work performed by persons qualified to produce required and specified quality.

F. Verify that field measurements are as indicated on shop drawings or as instructed by the manufacturer.

G. Secure products in place with positive anchorage devices designed and sized to withstand stresses, vibration, physical distortion, and disfigurement.

3.02 TOLERANCES

A. Monitor fabrication and installation tolerance control of products to produce acceptable Work.

Do not permit tolerances to accumulate.

B. Comply with manufacturers' tolerances. Should manufacturers' tolerances conflict with Contract Documents, request clarification from Owner Project Manager before proceeding.

C. Adjust products to appropriate dimensions; position before securing products in place.

3.03 TESTING AND INSPECTION

A. Contractor to Notify the following agencies for required inspections of work to be outlined in the Pre-Construction Meeting and provide reports, certifications, and permits as applicable:

1. Iowa Department of Transportation, Office of Support Services, 800 Lincoln Way, Ames, Iowa 50010

a. Footings/Foundations

b. Final Inspection

2. Iowa Department of Public Safety, State Fire Marshall Division, 215 E. 7th Street, Des Moines, Iowa 50319 Phone: 515-725-6145

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b. Electrical…