RFB942900-01 - HSS ANK IMEO Expansion & Renovation - Project Manual-2-25 11.13.pdf

PROJECT MANUAL

VOLUME 2

PROJECT NAME:

Iowa Department of Administrative Services

– HSS ANK IMEO Expansion & Renovation

PROJECT ADDRESS:

2250 S Ankeny Blvd.

Ankeny, Iowa 50023

PROJECT DATE: November 14, 2025

OWNER:

Iowa Department of Administrative Services

109 Southeast 13th Street

Des Moines, Iowa 50319

OWNER PROJECT NUMBER: 9429.00

OWNER REQUEST FOR BID NUMBER: RFB 942900-01

CONSTRUCTION MANAGER:

The Weitz Company

611 5th Avenue, Suite 300

Des Moines, Iowa 50309

ARCHITECT:

OPN Architects

100 Court Avenue, Suite 100

Des Moines, Iowa 50309

HSS ANK IMEO EXPANSION & RENOVATION

PROJECT 9429.00 SEALS PAGE 00 01 07 - 1

PROFESSIONAL SEALS

I hereby certify that these plans and specifications was prepared by me or under my direct supervision and that I am a duly licensed professional architect under the laws of the state of Iowa.

Name: Terry Gebard

Signature Date

Registration Expires: June 30, 2026 Iowa Registration No.: 05219

Discipline: Architectural Pages or sheets covered by this seal: General, Demo and Architectural Series Divisions: 00-14; 334101 and as specifically noted elsewhere.

I hereby certify that the portion of this engineering document described below was prepared by me or under my direct personal supervision and that I am a duly licensed professional engineer under the laws of the state of Iowa.

Name: Erik Raker

Signature Date

Registration Expires: December 31, 2025 Iowa Registration No.:17922

Discipline: Structural Engineer Pages or sheets covered by this seal: Structural Series Sections: 033000, 042000, 051200, 052100, 053100, 054000, 061600

I hereby certify that the portion of this engineering document described below was prepared by me or under my direct personal supervision and that I am a duly licensed Professional Engineer under the laws of the State of Iowa.

Name: Justin F. Strom

Signature Date

Registration Expires: December 31, 2026 Iowa Registration No.: P24140

Discipline: Civil Engineer Pages or sheets covered by this seal: Civil Series Sections: 011900 and 024123 Divisions: 31-33, except as specifically noted elsewhere.

PROJECT 9429.00 SEALS PAGE 00 01 07 - 2

I hereby certify that the portion of this engineering document described below was prepared by me or under my direct personal supervision and that I am a duly licensed Professional Engineer under the laws of the State of Iowa.

Name: Chad Bass

Signature Date

Registration Expires: December 31, 2025 Iowa Registration No.: 21397

Discipline: Mechanical Engineer Pages or sheets covered by this seal: Fire Suppression, Plumbing, HVAC Series Divisions: 21 - 23

I hereby certify that the portion of this engineering document described below was prepared by me or under my direct personal supervision and that I am a duly licensed Professional Engineer under the laws of the State of Iowa.

Name: Eric Heynen

Signature Date

Registration Expires: December 31, 2025 Iowa Registration No.: P24706

Discipline: Electrical Engineer Pages or sheets covered by this seal: Electrical and Telecom Series Divisions: 26 - 28

END OF SECTION

PROJECT 9429.00 VOL 2 - TABLE OF CONTENTS 00 01 10 - 1

SECTION 02 01 10

VOLUME 2 TABLE OF CONTENTS

02 01 07 Seals Page OPN 02 01 10 Table of Contents OPN

DIVISION 00 -- PROCUREMENT AND CONTRACTING REQUIREMENTS: SEE VOLUME 1

SPECIFICATIONS

DIVISION 01 -- GENERAL REQUIREMENTS: SEE VOLUME 1

DIVISION 02 -- EXISTING CONDITIONS

02 41 00 Demolition OPN 02 41 23 Site Selective Demolition SNY

DIVISION 03 -- CONCRETE

03 30 00 Cast-in-Place Concrete RRE 03 35 11 Concrete Floor Finishes OPN 03 54 00 Cast Underlayment OPN

DIVISION 04 -- MASONRY

04 01 00 Maintenance of Masonry OPN 04 20 00 Unit Masonry RRE 04 26 13 Masonry Veneer OPN

DIVISION 05 -- METALS

05 12 00 Structural Steel Framing RRE 05 21 00 Steel Joist Framing RRE 05 31 00 Steel Decking RRE 05 40 00 Cold-Formed Metal Framing RRE 05 50 00 Metal Fabrications OPN 05 51 00 Metal Stairs OPN 05 51 33 Metal Ladders OPN 05 52 13 Pipe and Tube Railings OPN

DIVISION 06 -- WOOD, PLASTICS, AND COMPOSITES

06 10 00 Rough Carpentry OPN 06 16 00 Sheathing OPN 06 20 00 Finish Carpentry OPN 06 41 00 Architectural Wood Casework OPN

DIVISION 07 -- THERMAL AND MOISTURE PROTECTION

07 05 43 Cladding Support systems OPN 07 05 53 Fire and Smoke Assembly Identification OPN 07 14 00 Fluid-Applied Waterproofing OPN 07 21 00 Thermal Insulation OPN 07 21 19 Foamed-In-Place Insulation OPN 07 26 00 Vapor Retarders OPN 07 26 13 Under-Slab Vapor Barrier OPN 07 27 00 Air Barriers OPN 07 42 13 Metal Wall Panels OPN 07 54 00 Thermoplastic Membrane Roofing OPN 07 62 00 Sheet Metal Flashing and Trim OPN 07 71 00 Roof Specialties OPN 07 72 00 Roof Accessories OPN

PROJECT 9429.00 VOL 2 - TABLE OF CONTENTS 00 01 10 - 2

07 84 00 Firestopping OPN 07 91 00 Preformed Joint Sealants OPN 07 92 00 Joint Sealants OPN 07 95 13 Expansion Joint Cover Assemblies OPN

DIVISION 08 -- OPENINGS

08 11 13 Hollow Metal Doors and Frames OPN 08 11 19 Stainless-Steel Doors and Frames OPN 08 14 16 Flush Wood Doors OPN 08 31 00 Access Doors and Panels OPN 08 33 23 Overhead Coiling Doors OPN 08 42 29 Automatic Entrances OPN 08 44 13 Glazed Aluminum Curtainwalls OPN 08 45 00 Translucent Roof Assemblies OPN 08 56 53 Security Windows OPN 08 62 00 Unit Skylight OPN 08 71 00 Door Hardware AHC 08 80 00 Glazing OPN 08 83 00 Mirrors OPN 08 91 00 Louvers OPN

DIVISION 09 – FINISHES

09 05 61 Common Work Results for Flooring Preparation OPN 09 21 16 Gypsum Board Assemblies OPN 09 30 00 Tiling OPN 09 51 00 Acoustical Ceilings OPN 09 65 00 Resilient Flooring and Base OPN 09 66 23 Resinous Matrix Terrazzo Flooring OPN 09 67 00 Fluid-Applied Flooring OPN 09 68 13 Tile Carpeting OPN 09 72 00 Wall Coverings OPN 09 84 00 Acoustical Decorative Panels OPN 09 91 13 Exterior Painting OPN 09 91 23 Interior Painting OPN 09 96 00 High Performance Coatings OPN

DIVISION 10 – SPECIALTIES

10 11 00 Visual Display Units OPN 10 14 19 Dimensional Letter Signage OPN 10 14 23 Panel Signage OPN 10 28 00 Toilet, Bath and Laundry Accessories OPN 10 43 00 Emergency Aid Specialties OPN 10 44 00 Fire Protection Specialties OPN 10 51 13 Metal Lockers OPN 10 57 23 Closet and Utility Shelving OPN

DIVISION 11 – EQUIPMENT

11 13 13 Loading Dock Bumpers OPN 11 13 16 Loading Dock Seals and Shelters OPN 11 13 19 Stationary Loading Dock Equipment OPN 11 30 13 Appliances OPN 11 53 00 Laboratory Equipment MWL 11 53 13 Laboratory Fume Hoods MWL 11 53 60 Autopsy & Morgue Equipment MWL 11 81 29 Facility Fall Protection OPN

PROJECT 9429.00 VOL 2 - TABLE OF CONTENTS 00 01 10 - 3

DIVISION 12 – FURNISHINGS

12 24 00 Window Shades OPN 12 35 53 Laboratory Casework MWL 12 36 00 Countertops, Sills and Solid Surface Wall Panels OPN

DIVISION 13 – SPECIAL CONSTRUCTION

13 21 26 Cold Rooms MWL 13 46 13 Lightning Protection for Structures KCL 13 49 13 Integrated X-Ray Shielding Assemblies OPN Physicist’s Report

DIVISION 14 – CONVEYING EQUIPMENT (NOT USED)

DIVISION 21 – 33: SEE VOLUME 3

RESPONSIBILITY ABBREVIATIONS

AHC STUDIO 08

OPN OPN ARCHITECTS

MWL MCCLAREN WILSON & LAWRIE ARCHITECTS

RRE RAKER RHODES ENGINEERING

KCL KCL ENGINEERING

SNY SNYDER & ASSOCIATES

SYS SYSTEMWORKS

SOI STATE OF IOWA

WTZ WEITZ COMPANY

LB LERCH BATES

PROJECT 9429.00 VOL 2 - TABLE OF CONTENTS 00 01 10 - 4

PROJECT 9429.00 DEMOLITION 02 41 00 - 1

SECTION 02 41 00

DEMOLITION

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Selective demolition of building elements for alteration purposes.

1.02 RELATED REQUIREMENTS

A. Section 01 10 00 - Summary: Limitations on Contractor's use of site and premises.

B. Section 01 10 00 - Summary: Sequencing and staging requirements.

C. Section 01 10 00 - Summary: Description of items to be removed by Owner.

D. Section 01 10 00 - Summary: Description of items to be salvaged or removed for re-use by

Contractor.

E. Section 01 50 00 - Temporary Facilities and Controls: Site fences, security, protective barriers, and waste removal.

F. Section 01 60 00 - Product Requirements: Handling and storage of items removed for salvage and relocation.

G. Section 01 73 00 - Execution: Project conditions; protection of bench marks, survey control points, and existing construction to remain; reinstallation of removed products; temporary bracing and shoring.

H. Section 01 74 19 - Construction Waste Management and Disposal: Limitations on disposal of removed materials; requirements for recycling.

1.03 DEFINITIONS

A. Demolish: Dismantle, raze, destroy, or wreck any building or structure or any part thereof.

B. Remove: Detach or dismantle items from existing construction and dispose of them off site, unless items are indicated to be salvaged or reinstalled.

C. Remove and Salvage: Detach or dismantle items from existing construction in a manner to prevent damage. Clean, package, label and deliver salvaged items to Owner in ready-for-reuse condition.

D. Remove and Reinstall: Detach or dismantle items from existing construction in a manner to prevent damage. Clean and prepare for reuse and reinstall where indicated.

E. Existing to Remain: Designation for existing items that are not to be removed and that are not otherwise indicated to be salvaged or reinstalled. Protect items listed to remain.

1.04 REFERENCE STANDARDS

A. 29 CFR 1926 - Safety and Health Regulations for Construction.

B. NFPA 241 - Standard for Safeguarding Construction, Alteration, and Demolition Operations.

1.05 SUBMITTALS

A. See Section 01 33 00 - Submittal Procedures for submittal procedures.

B. Demolition Plan: Submit demolition plan as required by OSHA and local AHJs.

1. Indicate extent of demolition, removal sequencing, bracing and shoring, and location and construction of barricades and fences.

2. Summary of safety procedures.

3. Schedule of building demolition activities with starting and ending dates for each activity.

4. Demolition firm qualifications.

5. Include measures for environmental protection, for dust control, and for noise control.

6. Detail special measures proposed to protect adjacent buildings to remain including means of egress from those buildings.

C. Pre-demolition photographs or video.

PROJECT 9429.00 DEMOLITION 02 41 00 - 2

D. Inventory of items that have been removed and salvaged.

E. Project Record Documents: Accurately record actual locations of capped and active utilities and subsurface construction.

1.06 QUALITY ASSURANCE

A. Regulatory Requirements: Comply with governing EPA notification regulations before beginning demolition. Comply with hauling and disposal regulations of authorities having jurisdiction.

B. Standards: Comply with ASSE A10.6 and NFPA 241.

1.07 FIELD CONDITIONS

A. Spaces immediately adjacent to demolition area will be occupied. Conduct demolition so operations of occupied spaces will not be disrupted.

1. Provide not less than 72 hours' notice of activities that will affect operations of adjacent occupied spaces.

2. Maintain access to existing walkways, exits, and other facilities used by occupants of adjacent spaces.

a. Do not close or obstruct walkways, exits, or other facilities used by occupants of adjacent spaces without written permission from authorities having jurisdiction.

B. Conditions existing at time of inspection for bidding purpose will be maintained by Owner as far as practical.

C. Hazardous Materials: It is not expected that hazardous materials will be encountered in the

Work.

1. If materials suspected of containing hazardous materials are encountered, do not disturb;

immediately notify Architect and Owner. Hazardous materials will be removed by Owner under a separate contract.

D. On-site storage of materials may be necessary and will need to be coordinated with Owner.

E. Sale of removed items or materials is not permitted.

F. Arrange demolition schedule so as not to interfere with Owner's on-site operations.

PART 2 PRODUCTS -- NOT USED

PART 3 EXECUTION

3.01 DEMOLITION

A. Selective demolition of the building as required to accommodate new work as shown.

B. Remove portions of existing building as indicated in demolition plans.

C. Remove other items indicated, for salvage and relocation.

D. Fill openings or penetrations as result of removals, firestop at rated walls as indicated in code plan.

3.02 MATERIALS OWNERSHIP

A. Unless otherwise indicated, demolition waste becomes property of Contractor.

3.03 GENERAL PROCEDURES AND PROJECT CONDITIONS

A. Comply with requirements in Section 01 73 00.

B. Comply with applicable codes and regulations for demolition operations and safety of adjacent structures and the public.

1. Obtain required permits.

2. Comply with applicable requirements of NFPA 241.

3. Use of explosives is not permitted.

4. Take precautions to prevent catastrophic or uncontrolled collapse of structures to be removed; do not allow worker or public access within range of potential collapse of unstable structures.

PROJECT 9429.00 DEMOLITION 02 41 00 - 3

a. Survey existing conditions of building to determine whether removing any element might result in structural deficiency or unplanned collapse of any portion of structure or adjacent structures during building demolition operations. Notify Architect or Engineer of any concerns.

5. Provide, erect, and maintain temporary barriers and security devices.

6. Use physical barriers to prevent access to areas that could be hazardous to workers or the public.

a. Remove temporary barriers and protections where hazards no longer exist.

b. Where open excavations or other hazardous conditions remain, leave temporary barriers and protections in place.

7. Conduct operations to minimize effects on and interference with adjacent structures and occupants.

8. Do not close or obstruct roadways or sidewalks without permits from authority having jurisdiction.

9. Conduct operations to minimize obstruction of public and private entrances and exits. Do not obstruct required exits at any time. Protect persons using entrances and exits from removal operations.

10. Obtain written permission from owners of adjacent properties when demolition equipment will traverse, infringe upon, or limit access to their property.

C. Do not begin removal until receipt of notification to proceed from Owner.

D. Do not begin removal until built elements to be salvaged or relocated have been removed.

E. Survey existing conditions of building to determine whether removing any element might result in structural deficiency or unplanned collapse of any portion of structure or adjacent structures during building demolition operations. Notify Architect or Engineer of any concerns.

F. Protect existing structures and other elements to remain in place and not removed.

1. Provide bracing and shoring.

2. Prevent movement or settlement of adjacent structures.

3. Stop work immediately if adjacent structures appear to be in danger.

G. Minimize production of dust due to demolition operations. Do not use water if that will result in ice, flooding, sedimentation of public waterways or storm sewers, or other pollution.

H. Hazardous Materials:

1. If hazardous materials are discovered during removal operations, stop work and notify

Architect and Owner; hazardous materials include regulated asbestos containing materials, lead, PCBs, and mercury.

I. Perform demolition in a manner that maximizes salvage and recycling of materials.

1. Comply with requirements of Section 01 74 19 - Construction Waste Management and

Disposal.

2. Dismantle existing construction and separate materials.

3. Set aside reusable, recyclable, and salvageable materials; store and deliver to collection point or point of reuse.

3.04 EXISTING UTILITIES

A. Coordinate work with utility companies. Notify utilities before starting work, comply with their requirements, and obtain required permits.

B. Protect existing utilities to remain from damage.

C. Do not disrupt public utilities without permit from authority having jurisdiction.

D. Contractor to coordinate utility shut-downs or disruptions with the Owner through the CM.

Notices shall be as identified in Division 1 sections and as agreed to at Pre-Construction meeting.

E. Do not close, shut off, or disrupt existing life safety systems that are in use without at least 7 days prior written notification to Owner.

PROJECT 9429.00 DEMOLITION 02 41 00 - 4

F. Do not close, shut off, or disrupt existing utility branches or take-offs that are in use without at least 3 days prior written notification to Owner.

G. Locate and mark utilities to remain; mark using highly visible tags or flags, with identification of utility type; protect from damage due to subsequent construction, using substantial barricades if necessary.

H. Remove exposed piping, valves, meters, equipment, supports, and foundations of disconnected and abandoned utilities.

I. Prepare building demolition areas by disconnecting and capping utilities outside the demolition zone. Identify and mark, in same manner as other utilities to remain, utilities to be reconnected.

3.05 SELECTIVE DEMOLITION FOR ALTERATIONS

A. Existing construction and utilities indicated on drawings are based on casual field observation and existing record documents only.

1. Verify construction and utility arrangements are as indicated.

2. Report discrepancies to Architect before disturbing existing installation.

3. Beginning of demolition work constitutes acceptance of existing conditions that would be apparent upon examination prior to starting demolition.

B. Cooperate with the Owner and Authorities Having Jurisdiction to provide Interim Life Safety

Measures (ILSM) in all areas affected by demolition or construction operations. ILSM consists of the following measures:

1. Ensure exits provide an unobstructed egress. Building areas under construction must maintain escape facilities for construction workers at all times. Provide alternate routes around closed or obstructed traffic-ways if required by authorities having jurisdiction.

2. Ensure fire alarm, detection and suppression systems are not impaired. Provide temporary systems if necessary.

3. Ensure temporary construction partitions are smoke-tight and built of non-combustible or limited combustible materials that will not contribute to the development or spread of fire.

4. Use water mist and other suitable methods to limit spread of dust and dirt. Comply with governing environmental-protection regulations.

5. Develop and enforce storage, housekeeping, and debris removal practices that reduce the flammable and combustible fire load of the building to the lowest level necessary for daily operations as stated in the general conditions.

6. Provide hazard surveillance of building, grounds, and equipment with attention to construction areas, construction storage, and field offices.

7. Follow NFPA 241 guidelines pertaining to safe-guarding for construction and demolition processes.

8. Follow NFPA 1 guidelines pertaining to fire prevention measures.

C. Separate areas in which demolition is being conducted from areas that remain occupied.

1. Provide, erect, and maintain temporary dustproof partitions of construction specified in Section 01 50 00 in locations indicated on drawings.

2. Provide sound retardant partitions of construction and in locations indicated on drawings.

D. Structural Demolition:

1. Do not use cutting torches until work area is cleared of flammable materials. Maintain portable fire-suppression devices during flame-cutting operations.

2. Maintain fire watch during and for at least 24 hours after flame-cutting operations.

3. Maintain adequate ventilation when using cutting torches.

4. Proceed with demolition of structural framing members systematically, from higher to lower level. Complete building demolition operations above each floor or tier before disturbing supporting members on the next lower level.

5. Demolish or Abandon foundation walls and other below-grade construction that are within footprint of new construction and extending 5 feet (1.5 m) outside footprint indicated for new construction as indicated on the drawings.

PROJECT 9429.00 DEMOLITION 02 41 00 - 5

a. Remove below-grade construction, including basements, foundation walls, and footings, to depths indicated.

6. Completely fill below-grade areas and voids resulting from building demolition operations with satisfactory soil materials according to backfill requirements in Section 312000 - Earth Moving.

7. Uniformly rough grade area of demolished construction to a smooth surface, free from irregular surface changes. Provide a smooth transition between adjacent existing grades and new grades.

E. Maintain weatherproof exterior building enclosure, except for interruptions required for replacement or modifications; prevent water and humidity damage.

F. Salvaged Items: Comply with the following:

1. Clean salvaged items of dirt and demolition debris.

2. Pack or crate items after cleaning. Identify contents of containers.

3. Protect items from damage during transport and storage.

G. Remove existing work as indicated and required to accomplish new work.

1. Remove rotted wood, corroded metals, and deteriorated masonry and concrete; replace with new construction indicated.

2. Remove items indicated on drawings.

3. Inventory and record the condition of items to be removed and salvaged.

H. Services including, but not limited to, HVAC, Plumbing, Fire Protection, Electrical, and Telecommunications: Remove existing systems and equipment as indicated.

1. Maintain existing active systems to remain in operation, and maintain access to equipment and operational components.

2. Where existing active systems serve occupied facilities but are to be replaced with new services, maintain existing systems in service until new systems are complete and ready for service.

3. See Section 01 10 00 - Summary for limitations on outages and required notifications.

4. Verify that abandoned services serve only abandoned facilities before removal.

5. Remove abandoned pipe, ducts, conduits, and equipment, including those above accessible ceilings. Remove back to source of supply where possible, otherwise cap stub and tag with identification.

I. Protect existing work to remain.

1. Prevent movement of structure. Provide shoring and bracing as required.

2. Perform cutting to accomplish removal work neatly and as specified for cutting new work.

3. Repair adjacent construction and finishes damaged during removal work.

4. Patch to match new work.

3.06 DEBRIS AND WASTE REMOVAL

A. Remove debris, junk, and trash from site.

1. Do not allow demolished materials to accumulate on-site.

2. Locate building demolition equipment and remove debris and materials so as not to impose excessive loads on supporting walls, floors, or framing.

3. Remove and transport debris in a manner that will prevent spillage on adjacent surfaces and areas.

4. General Contractor to provide dumpster and coordinate with waste hauler for drop off and pick-up.

5. General Contractor may not use any tenant dumpster.

6. Dumpster to be located as agreed upon at Pre-Bid meeting or by Owner.

B. Leave site in clean condition, ready for subsequent work.

C. Clean up spillage and wind-blown debris from public and private lands.

PROJECT 9429.00 DEMOLITION 02 41 00 - 6

PROJECT 9429.00 SITE SELECTIVE DEMOLITION 02 41 23 - 1

SECTION 02 41 23

SITE SELECTIVE DEMOLITION

PART 1 - GENERAL

1.01 Drawings and general provisions of contract including general and supplementary conditions apply to this section.

1.02 This part of the specifications includes the demolition and removal of existing pavement, utilities, granular areas, poles, footings, plant material and other miscellaneous items or structures as shown on the drawings.

1.03 The Contractor is responsible for the hauling and disposal of all removal items off of the site. Any items to be removed and salvaged shall be stored at a location chosen by the Owner.

1.04 The Contractor shall be responsible for any permits and notices necessary for authorizing the demolition, or for the transport and disposal of debris, if required by local authorities.

1.05 PROTECTION

A. The Contractor is expected not to interfere with the use of adjacent public streets and is required to maintain safe passage to and from the site.

B. The Contractor shall prevent the movement, settlement, or collapse of adjacent utility services, sidewalks, roadways, driveways and buildings. Any damage shall be repaired by the contractor to the owner’s specifications and at the contractor’s expense.

C. The Contractor shall install and maintain safety fence and traffic control as required to protect the general public, workers and adjoining property owners.

D. The Contractor is responsible for locating and protecting existing utility lines during construction. Any damage shall be repaired by the Contractor to the Owner’s specifications at the Contractor’s expense.

1.06 EXISTING SERVICES

A. The Contractor shall arrange with the affected utility companies and Owner in advance to obtain approval for disconnecting, removing, capping and for plugging utility services.

B. Manholes, utility stop boxes, fire hydrants, utility vents, and power and light poles, occurring in walks, alleys, or pavement that are required to remain in service, shall be left intact in the sidewalk or pavement removed from around them. The Contractor shall exercise extreme care and caution and will become liable for any damages to the existing utilities regardless of their location.

C. The Contractor shall install markers to indicate the location of disconnected services.

1.07 TRAFFIC CONTROL

A. The Contractor shall notify the Engineer, Owner, residents, businesses, police and fire departments at least two days in advance of closing any street for the demolition of existing utilities or pavement. Contractor shall be responsible for all required traffic control measures and for maintaining the flow of traffic in the street.

PROJECT 9429.00 SITE SELECTIVE DEMOLITION 02 41 23 - 2

PART 2 - MATERIALS – NONE

PART 3 – EXECUTION

3.01 DEMOLITION

A. Work with pneumatic or vibratory tools will generally be permitted. Use of explosives will not be permitted.

B. Provide protection to the public, workers, and adjacent properties from falling debris and operating equipment adjacent to structures under demolition by the use of barricades or other adequate means. Warning signs and lights shall be placed at night at locations where the public is exposed to damage. The Contractor is responsible for maintaining during the period that danger to the public exists.

C. Remove existing utilities as indicated on the drawings.

D. Repair demolition performed in excess of that required at no cost to the Owner.

E. Keep work sprinkled to prevent dust. Provide hoses and water main or hydrant connections for this purpose.

F. Burning of materials on site is not permitted.

G. Remove from site contaminated, vermin infested, or dangerous materials encountered and dispose of by safe means so as not to endanger the health of workers and the public.

H. Remove demolished materials, tools, and equipment upon completion of work.

I. Contractor to mark demolition limits in field for Engineer’s and Owner’s approval prior to demolition activities.

J. All holes resulting from removals shall be filled and consolidated to finished grade as approved by the Engineer to prevent future settlement.

3.02 REPAIR

A. The Contractor shall repair any damage done to adjacent site improvements caused as a result of this work. The repairs will be made to the Owner’s specifications at the Contractor’s expense.

3.03 CLEANING

A. All roadways shall be kept free of debris on a daily basis on a daily basis and washed down as required to remove mud, soil, and dust on streets that result from trucking at points of site access.

B. Wet down dry materials and rubbish to lay dust.

C. Leave the site free of any vertical objects projecting above grade inside the staging area enclosed by any required safety fencing.

PROJECT 9429.00 CAST-IN-PLACE CONCRETE 03 30 00 - 1

SECTION 03 30 00

CAST-IN-PLACE CONCRETE

1. PART 1 GENERAL

1.1 SUMMARY

A. Section includes cast-in-place concrete, including formwork, reinforcement, concrete materials, mixture design, placement procedures, accessories, and finishes.

B. Related Sections:

1. Section 03 35 11 “Concrete Floor Finishes”

2. Section 07 21 00 “Thermal Insulation”

3. Section 07 26 13 “Under-Slab Vapor Barriers”

1.2 PREINSTALLATION MEETINGS

A. Preinstallation Conference: Conduct conference at project site.

1. Before submitting design mixtures, review concrete design mixture and examine procedures for ensuring quality of concrete materials. Require representatives of each entity directly concerned with cast-in-place con-crete to attend, including the following:

i. Contractor’s superintendent.

ii. Independent testing agency responsible for concrete design mixtures.

iii. Ready-mix concrete manufacturer.

iv. Concrete Subcontractor.

v. Special concrete finish Subcontractor.

2. Review special inspection and testing and inspecting agency procedures for field quality control, concrete finishes and finishing, cold- and hot-weather concreting procedures, construction contraction and isolation joints, and joint-filler strips, vapor-retarder installation, floor and slab flat-ness and levelness measurement, and concrete protection.

1.3 ACTION SUBMITTALS

B. Product Data: For each type of product indicated.

C. Design Mixtures: For each concrete mixture.

D. Steel Reinforcement Shop Drawings: Placing drawings that detail fabrication, bending, and placement.

E. Formwork Shop Drawings: Prepared by or under the supervision of a qualified professional engineer detailing fabrication, assembly, and support of formwork.

1. Shoring and Reshoring: Indicate proposed schedule and sequence of stripping formwork, shoring removal, and reshoring installation and removal.

2. Contractor shall coordinate formwork and rebar placement with nonstructural items embedded in concrete.

F. Construction Joint Layout: Indicate proposed construction joints required to construct the structure, schedule, and sequence.

1. Location of construction joints is subject to approval of Architect.

1.4 INFORMATIONAL SUBMITTALS

A. Welding certificates.

B. Material certificates.

C. Material test reports.

PROJECT 9429.00 CAST-IN-PLACE CONCRETE 03 30 00 - 2

D. Floor surface flatness and levelness measurements.

E. Hot and cold weather procedures

1.5 QUALITY ASSURANCE

A. Manufacturer Qualifications: A firm experienced in manufacturing ready-mixed concrete products and that complies with ASTM C 94/C 94M requirements for production facilities and equipment.

1. Manufacturer certified according to NRMCA's "Certification of Ready Mixed Concrete Production Facilities."

B. Testing Agency Qualifications: An independent agency, qualified according to ASTM C 1077 and ASTM E 329 for testing indicated.

C. Welding Qualifications: Qualify procedures and personnel according to AWS D1.4/D 1.4M, "Structural Welding Code - Reinforcing Steel."

D. ACI Publications: Comply with the following unless modified by requirements in the Contract Documents:

1. ACI 301, "Specifications for Structural Concrete," Sections 1 through 5.

2. ACI 117, "Specifications for Tolerances for Concrete Construction and Materials."

E. Concrete Testing Service: Engage a qualified independent testing agency to perform material evaluation tests and to design concrete mixtures.

2. PART 2 PRODUCTS

2.1 FORM-FACING MATERIALS

A. Smooth-Formed Finished Concrete: Form-facing panels that will provide continuous, true, and smooth concrete surfaces. Furnish in largest practicable sizes to minimize number of joints.

1. Plywood, metal, or other approved panel materials.

2. Exterior-grade plywood panels, suitable for concrete forms, complying with DOC PS 1, and as follows:

i. High-density overlay, Class 1 or better.

ii. Medium-density overlay, Class 1 or better; mill-release agent treated and edge sealed.

iii. Structural 1, B-B or better; mill oiled and edge sealed.

iv. B-B (Concrete Form), Class 1 or better; mill oiled and edge sealed.

3. Overlaid Finnish birch plywood.

B. Rough-Formed Finished Concrete: Plywood, lumber, metal, or another approved material. Provide lumber dressed on at least two edges and one side for tight fit.

C. Chamfer Strips: Wood, metal, PVC, or rubber strips, 3/4 by 3/4 inch, minimum, for edges not exposed to view.

D. Form-Release Agent: Commercially formulated form-release agent that does not bond with, stain, or adversely affect concrete surfaces and does not impair subsequent treatments of concrete surfaces

1. Formulate form-release agent with rust inhibitor for steel form-facing materials.

E. Form Ties: Factory-fabricated, removable or snap-off glass-fiber-reinforced plastic or metal form ties designed to resist lateral pressure of fresh concrete on forms and to prevent spalling of concrete on removal.

1. Furnish units that leave no corrodible metal closer than 1 inch to the plane of exposed concrete surface.

PROJECT 9429.00 CAST-IN-PLACE CONCRETE 03 30 00 - 3

2. Furnish ties that, when removed, leave holes no larger than 1 inch in diameter in concrete surface.

3. Furnish ties with integral water-barrier plates to walls indicated to receive dampproofing or waterproofing.

2.2 STEEL REINFORCEMENT

A. Reinforcing Bars: ASTM A 615/A 615M, Grade 60, deformed.

B. Plain-Steel Welded Wire Reinforcement: ASTM A 185/A 185M, plain, fabricated from as-drawn steel wire into flat sheets.

C. Deformed-Steel Welded Wire Reinforcement: ASTM A 497/A 497M, flat sheet.

D. Galvanized-Steel Welded Wire Reinforcement: ASTM A 185/A 185M, plain, fabricated from galvanized-steel wire into flat sheets.

E. Bar Supports: Bolsters, chairs, spacers, and other devices for spacing, supporting, and fastening reinforcing bars and welded wire reinforcement in place. Manufacture bar supports from steel wire, plastic, or precast concrete according to CRSI's "Manual of Standard Practice.

2.3 CONCRETE MATERIALS

A. Cementitious Material: Use the following cementitious materials, of the same type, brand, and source, throughout Project:

1. Portland Cement: ASTM C 150, Type 1L.

a. Fly Ash: ASTM C 618, Class F or C.

b. Ground Granulated Blast-Furnace Slag: ASTM C 989, Grade 100 or 120.

B. Normal-Weight Aggregates: ASTM C 33, graded.

1. Maximum Coarse-Aggregate Size: 3/4 inches nominal.

2. Fine Aggregate: Free of materials with deleterious reactivity to alkali in cement. Imported fine aggregates shall be used for all polished concrete slabs.

C. Water: ASTM C 94/C 94M and potable.

2.4 ADMIXTURES

A. Air-Entraining Admixture: ASTM C 260.

B. Chemical Admixtures: Provide admixtures certified by manufacturer to be compatible with other admixtures and that will not contribute water-soluble chloride ions exceeding those permitted in hardened concrete. Do not use calcium chloride or admixtures containing calcium chloride.

1. Water-Reducing Admixture: ASTM C 494/C 494M, Type A.

2. Retarding Admixture: ASTM C 494/C 494M, Type B.

3. Water-Reducing and Retarding Admixture: ASTM C 494/C 494M, Type D.

4. High-Range, Water-Reducing Admixture: ASTM C 494/C 494M, Type F.

5. High-Range, Water-Reducing and Retarding Admixture:

ASTM C 494/C 494M, Type G.

6. Plasticizing and Retarding Admixture: ASTM C 1017/C 1017M, Type II.

2.5 WATERSTOPS

A. Flexible Rubber Waterstops: CE CRD-C 513, with factory-installed metal eyelets, for embedding in concrete to prevent passage of fluids through joints.

Factory fabricate corners, intersections, and directional changes.

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2.6 CURING MATERIALS

A. Evaporation Retarder: Waterborne, monomolecular film forming, manufactured for application to fresh concrete.

B. Absorptive Cover: AASHTO M 182, Class 2, burlap cloth made from jute or kenaf, weighing approximately 9 oz./sq. yd. when dry.

C. Moisture-Retaining Cover: ASTM C 171, polyethylene film or white burlap-polyethylene sheet.

D. Water: Potable.

E. Clear, Waterborne, Membrane-Forming Curing Compound: ASTM C 309, Type 1, Class B, dissipating.

F. Clear, Waterborne, Membrane-Forming Curing Compound: ASTM C 309, Type 1, Class B, nondissipating, certified by curing compound manufacturer to not interfere with bonding of floor covering.

G. Chemical Hardener: Lithium-silicate; liquid type.

1. Manufacturers:

a. SpecChem – Product: LithSeal SC.

b. Prosoco – Product: Consolideck LS/CS.

2. Substitutions: Section 01 60 00 – Product Requirements.

H. Slip Resistant Finish: Aluminum oxide type, color as selected from manufacturer’s standard range.

1. Manufacturers:

a. Reference Manufacturer: BASF Construction Chemicals, LLC – Product: MasterTop 120SR.

b. Substitutions: Section 01 60 00 – Product Requirements.

2.7 RELATED MATERIALS

A. Expansion- and Isolation-Joint-Filler Strips: ASTM D 1751, asphalt-saturated cellulosic fiber.

B. Thermomass Cast-In-Place Concrete Insulation System: See 07 21 00 for additional information.

2.8 CONCRETE MIXTURES

A. Prepare design mixtures for each type and strength of concrete, proportioned on the basis of laboratory trial mixture or field test data, or both, according to

ACI 301.

B. Cementitious Materials: Use fly ash, pozzolan, ground granulated blast-furnace slag, and silica fume as needed to reduce the total amount of portland cement, which would otherwise be used, by not more than 25%. Only cement shall be used in polished concrete slabs.

C. Admixtures: Use admixtures according to manufacturer's written instructions.

1. Use water-reducing high-range water-reducing or plasticizing admixture in concrete, as required, for placement and workability.

2. Use water-reducing and retarding admixture when required by high temperatures, low humidity, or other adverse placement conditions.

3. Use water-reducing admixture in pumped concrete, concrete for heavy-use industrial slabs and parking structure slabs, concrete required to be watertight, and concrete with a water-cementitious materials ratio below 0.50.

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D. Proportion normal-weight concrete mixture as follows:

1. Minimum Compressive Strength: See structural drawings.

2. Typical Maximum Water-Cementitious Materials Ratio: 0.50.

3. Polished Concrete Maximum Water-Cement Ratio: 0.45.

4. Slump Limit: 4 inches, 8 inches for concrete with verified slump of 2 to 4 inches before adding high-range water-reducing admixture or plasticizing admixture, plus or minus 1 inch.

5. Air Content: 6 percent, plus or minus 1.5 percent at point of delivery.

6. Air Content: Do not allow air content of trowel-finished floors to exceed 3 percent.

2.9 FABRICATING REINFORCEMENT

A. Fabricate steel reinforcement according to CRSI's "Manual of Standard Practice."

2.10 CONCRETE MIXING

A. Ready-Mixed Concrete: Measure, batch, mix, and deliver concrete according to ASTM C 94/C 94M, and furnish batch ticket information.

1. When air temperature is between 85 and 90 deg F, reduce mixing and delivery time from 1-1/2 hours to 75 minutes; when air temperature is above 90 deg F, reduce mixing and delivery time to 60 minutes.

3. PART 3 EXECUTION

3.1 FORMWORK

A. Design, erect, shore, brace, and maintain formwork, according to ACI 301, to support vertical, lateral, static, and dynamic loads, and construction loads that might be applied, until structure can support such loads.

B. Construct formwork so concrete members and structures are of size, shape, alignment, elevation, and position indicated, within tolerance limits of ACI 117.

C. Chamfer exterior corners and edges of permanently exposed concrete.

3.2 EMBEDDED ITEMS

D. Place and secure anchorage devices and other embedded items required for adjoining work that is attached to or supported by cast-in-place concrete. Use setting drawings, templates, diagrams, instructions, and directions furnished with items to be embedded.

1. Install anchor rods, accurately located, to elevations required and complying with tolerances in Section 7.5 of AISC 303.

2. Install reglets to receive waterproofing and to receive through-wall flashings in outer face of concrete frame at exterior walls, where flashing is shown at lintels, shelf angles, and other conditions.

3. Install dovetail anchor slots in concrete structures as indicated.

4. “Wet setting” or “Floating” embedded items into concrete is not allowed at any time.

3.3 STEEL REINFORCEMENT

A. General: Comply with CRSI's "Manual of Standard Practice" for placing reinforcement.

1. Do not cut or puncture vapor retarder. Repair damage and reseal vapor retarder before placing concrete.

B. Clean reinforcement of loose rust and mill scale, earth, ice, and other foreign materials that reduce bond to concrete.

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C. Accurately position, support, and secure reinforcement against displacement.

Locate and support reinforcement with bar supports to maintain minimum concrete cover. Do not tack weld crossing reinforcing bars.

1. Weld reinforcing bars according to AWS D1.4/D 1.4M, where indicated.

D. Set wire ties with ends directed into concrete, not toward exposed concrete surfaces.

E. Install welded-wire reinforcement in longest practicable lengths on bar supports spaced to minimize sagging. Lap edges and ends of adjoining sheets at least one mesh spacing. Offset laps of adjoining sheet widths to prevent continuous laps in either direction. Lace overlaps with wire.

3.4 JOINTS

A. General: Construct joints true to line with faces perpendicular to surface plane of concrete.

B. Construction Joints: Install so strength and appearance of concrete are not impaired, at locations indicated or as approved by Architect.

C. Contraction Joints in Slabs-on-Grade: Form weakened-plane contraction joints, sectioning concrete into areas as indicated. Construct contraction joints for a depth equal to at least one-fourth of concrete thickness as follows:

1. Grooved Joints: Form contraction joints after initial floating by grooving and finishing each edge of joint to a radius of 1/8 inch. Repeat grooving of contraction joints after applying surface finishes. Eliminate groover tool marks on concrete surfaces.

2. Sawed Joints: Form contraction joints with power saws equipped with shatterproof abrasive or diamond-rimmed blades. Cut 1/8-inch- wide joints into concrete when cutting action will not tear, abrade, or otherwise damage surface and before concrete develops random contraction cracks.

D. Isolation Joints in Slabs-on-Grade: After removing formwork, install joint-filler strips at slab junctions with vertical surfaces, such as column pedestals, foundation walls, grade beams, and other locations, as indicated.

E. Doweled Joints: Install dowel bars and support assemblies at joints where indicated. Lubricate or asphalt coat one-half of dowel length to prevent concrete bonding to one side of joint.

F. Waterstops: Install in construction joints and at other joints indicated according to manufacturer's written instructions.

3.5 CONCRETE PLACEMENT

A. Before placing concrete, verify that installation of formwork, reinforcement, and embedded items is complete and that required inspections have been performed.

B. Deposit concrete continuously in one layer or in horizontal layers of such thickness that no new concrete will be placed on concrete that has hardened enough to cause seams or planes of weakness. If a section cannot be placed continuously, provide construction joints as indicated. Deposit concrete to avoid segregation.

1. Consolidate placed concrete with mechanical vibrating equipment according to ACI 301.

C. Cold-Weather Placement: Comply with ACI 306.1.

D. Hot-Weather Placement: Comply with ACI 301.

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3.6 FINISHING FORMED SURFACES

A. Rough-Formed Finish: As-cast concrete texture imparted by form-facing material with tie holes and defects repaired and patched. Remove fins and other projections that exceed specified limits on formed-surface irregularities.

1. Apply to concrete surfaces not exposed to public view.

B. Smooth-Formed Finish: As-cast concrete texture imparted by form-facing material, arranged in an orderly and symmetrical manner with a minimum of seams. Repair and patch tie holes and defects. Remove fins and other projections that exceed specified limits on formed-surface irregularities.

1. Apply to concrete surfaces exposed to public view, to be covered with a coating or covering material applied directly to concrete.

C. Rubbed Finish: Apply the following to smooth-formed finished as-cast concrete (exposed concrete walls):

1. Smooth-Rubbed Finish: Not later than one day after form removal, moisten concrete surfaces and rub with carborundum brick or another abrasive until producing a uniform color and texture. Do not apply cement grout other than that created by the rubbing process.

2. Grout-Cleaned Finish: Wet concrete surfaces and apply grout of a consistency of thick paint to coat surfaces and fill small holes. Mix one part portland cement to one and one-half parts fine sand with a 1:1 mixture of bonding admixture and water. Add white portland cement in amounts determined by trial patches so color of dry grout will match adjacent surfaces. Scrub grout into voids and remove excess grout.

When grout whitens, rub surface with clean burlap and keep surface damp by fog spray for at least 36 hours.

3. Cork-Floated Finish: Wet concrete surfaces and apply a stiff grout. Mix one part portland cement and one part fine sand with a 1:1 mixture of bonding agent and water. Add white portland cement in amounts determined by trial patches so color of dry grout will match adjacent surfaces. Compress grout into voids by grinding surface. In a swirling motion, finish surface with a cork float.

D. Related Unformed Surfaces: At tops of walls, horizontal offsets, and similar unformed surfaces adjacent to formed surfaces, strike off smooth and finish with a texture matching adjacent formed surfaces. Continue final surface treatment of formed surfaces uniformly across adjacent unformed surfaces unless otherwise indicated.

3.7 FINISHING FLOORS AND SLABS

A. General: Comply with ACI 302.1R recommendations for screeding, restraightening, and finishing operations for concrete surfaces. Do not wet concrete surfaces.

B. Scratch Finish: While still plastic, texture concrete surface that has been screeded and bull-floated or darbied. Use stiff brushes, brooms, or rakes to produce a profile amplitude of 1/4 inch in one direction.

1. Apply scratch finish to surfaces indicated and to receive concrete floor toppings.

C. Float Finish: Consolidate surface with power-driven floats or by hand floating if area is small or inaccessible to power driven floats. Restraighten, cut down high spots, and fill low spots. Repeat float passes and restraightening until surface is left with a uniform, smooth, granular texture.

1. Apply float finish to surfaces.

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D. Trowel Finish: After applying float finish, apply first troweling and consolidate concrete by hand or power-driven trowel. Continue troweling passes and restraighten until surface is free of trowel marks and uniform in texture and appearance. Grind smooth any surface defects that would telegraph through applied coatings or floor coverings.

1. Apply a trowel finish to surfaces indicated exposed to view or to be covered with resilient flooring, carpet, ceramic or quarry tile set over a cleavage membrane, paint, or another thin-film-finish coating system.

2. Finish and measure surface so gap at any point between concrete surface and an unleveled, freestanding, 10-ft.- long straightedge resting on two high spots and placed anywhere on the surface does not exceed 1/8 inch.

E. Trowel and Fine-Broom Finish: Apply a first trowel finish to surfaces where ceramic or quarry tile is to be installed by either thickset or thin-set method.

While concrete is still plastic, slightly scarify surface with a fine broom.

1. Comply with flatness and levelness tolerances for trowel-finished floor surfaces.

F. Broom Finish: Apply a broom finish to exterior concrete platforms, steps, ramps, and elsewhere as indicated.

G. Schedule for Floor Slab Finishes: Refer to finish floor schedule indicated in the Drawings. Verify curing methods comply with finish flooring materials. For floors and slabs scheduled to receive the following finish flooring, provide concrete finish indicated:

1. Resilient flooring, carpet: Trowel Finish

H. Refer to Section 03 35 11 Concrete Floor Finishes for interior exposed concrete.

3.8 TOLERANCES

A. Measure for F(F) and F(L) tolerances for floors in accordance with ASTM E1155, within 48 hours after slab installation.

B. Finish slab on grade concrete to achieve the following tolerances:

1. Specified Overall Value: F(F) 20 and F(L) 17.

2. Specified Local Value as follows:

a. Under Terrazzo, Ceramic Tile, Quarry Tile, on Setting Bed: F(F) 30 and F(L) 20.

b. Under Wood Athletic Flooring: F(F) 50 and F(L) 30.

c. Exposed to View and Foot Traffic: F(F) 35 and F(L) 20.

C. Finish slab on metal deck concrete to achieve the following tolerances:

1. Specified Overall Value: F(F) 20 and F(L) N/A.

2. Specified Local Value as follows:

a. Exposed to View and Foot Traffic: F(F) 24 and F(L) N/A.

3.9 CONCRETE PROTECTING AND CURING

A. General: Protect freshly placed concrete from premature drying and excessive cold or hot temperatures. Comply with ACI 306.1 for cold-weather protection and ACI 301 for hot-weather protection during curing.

B. Evaporation Retarder: Apply evaporation retarder to unformed concrete surfaces if hot, dry, or windy conditions cause moisture loss approaching 0.2 lb/sq. ft. x h before and during finishing operations. Apply according to manufacturer's written

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instructions after placing, screeding, and bull floating or darbying concrete, but before float finishing.

C. Cure concrete according to ACI 308.1, by one or a combination of the following methods:

1. Moisture Curing: Keep surfaces continuously moist for not less than seven days.

2. Moisture-Retaining-Cover Curing: Cover concrete surfaces with moisture-retaining cover for curing concrete, placed in widest practicable width, with sides and ends lapped at least 12 inches, and sealed by waterproof tape or adhesive. Cure for not less than seven days.

Immediately repair any holes or tears during curing period using cover material and waterproof tape.

3. Curing Compound: Apply uniformly in continuous operation by power spray or roller according to manufacturer's written instructions. Recoat areas subjected to heavy rainfall within three hours after initial application.