2505 Specifications.pdf

SPECIFICATION FOR

PROJECT:

Additional Standalone Housing Kenosha

Detention Center Bid# 2505

OWNER:

KENOSHA COUNTY

1010 – 56TH STREET

KENOSHA, WI 53140

SPECIFICATION DATE:

JANUARY 22, 2025

BID DATE:

FEBRUARY 25, 2025

THIS PAGE INTENTIONALLY LEFT BLANK

Additional Standalone Housing Kenosha Detention Center

January 22, 2025 TC-1

TABLE OF CONTENTS

TABLE OF CONTENTS

Title Page 2 pages Table of Contents 8 pages

SPECIFICATIONS

01 10 00 SUMMARY OF WORK ........................................................................ 2 pages

01 50 00 CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS...... 12 pages

01 77 16 FINAL CLEANING ............................................................................... 4 pages

DIVISION 3 CONCRETE

03 30 00 CAST-IN-PLACE CONCRETE ........................................................... 4 pages

DIVISION 6 WOOD, PLASTICS AND COMPOSITES

06 10 00 ROUGH CARPENTRY AND MOBILE HOME UNIT ........................... 14 pages

DIVISION 7 THERMAL AND MOISTURE PROTECTION

07 21 00 INSULATION ....................................................................................... 4 pages

07 60 00 FLASHING AND SHEET METAL ........................................................ 4 pages

07 92 13 SEALANTS AND CAULKING .............................................................. 6 pages

DIVISION 8 OPENINGS

08 71 00 HARDWARE ....................................................................................... 4 pages

DIVISION 9 FINISHES

09 91 00 PAINTING ........................................................................................ 10 pages

DIVISION 31 EARTHWORK

31 20 00 EARTHWORK ................................................................................... 10 pages

DIVISION 32 EXTERIOR IMPROVEMENTS

32 90 00 LANDSCAPING ................................................................................... 8 pages

TC-2 January 22, 2025

TABLE OF CONTENTS

January 22, 2025 01 10 00-1

SUMMARY OF WORK

SECTION 01 10 00 SUMMARY OF WORK

SCOPE Applicable provisions of the General and Supplementary Conditions and Division 1 govern Work under this Section

INDEX 1.1 Work Covered by Contract Documents 1.4 Work Sequence

1.2 Contracts 1.5 Contractors use of Premises

1.3 Work by Others

PART 1 GENERAL

1.1 Work Covered by Contract Documents

A. Kenosha County is seeking bids for standalone housing units to be located at the Kenosha County Detention Center. The housing units will be two bedroom units and an alternate bid for a one bedroom unit. All the related site work, utility work, concrete work and final carpentry work related for the installation of the mobile units.

All work is to be done in strict compliance with the plans and specifications prepared by Kueny Architects, L.L.C., of Pleasant Prairie, Wisconsin, which have heretofore been approved by the City Council, and are on file for public examination in the Office of the City Clerk.

B. Bids under the GENERAL CONTRACTOR will include plumbing, heating and ventilation and the electrical work.

C. Related Requirements Specified Elsewhere: The Conditions of the Contract – General and Supplementary, and these General Requirements shall apply with equal force and effect to all Contractors engaged in this Work.

D. Contractor’s Duties

1. Except as specifically noted, provide and pay for:

a. Labor and materials, tools and equipment. (See General Conditions).

b. Water, heat and utilities required for construction.

c. Other facilities and services necessary for proper execution and completion of

Work.

2. Taxes: (No WI. Sales Taxes are required for this project)

3. Permits, fees licenses, notices: the Contractor is required to obtain all permits.

4. Comply with codes, ordinances, rules, regulations, orders and other requirements of public authorities which bear on performance of Work.

5. Promptly submit written notice to Architect of observed variance of Contract

Documents from legal requirements. It is not the Contractor’s responsibility to make certain that Drawings and Specifications comply with codes and regulations:

a. Appropriate modifications to Contract Documents will adjust necessary changes.

b. Assume responsibility for work known to be contrary to such requirements, without notice.

6. Enforce strict discipline and good order among employees. Do not employ Work of:

a. Unfit persons.

b. Persons not skilled in assigned tasks.

7. It will be the Contractor’s responsibility to call the utility companies prior to and while Work is in progress to obtain utility locations and clearances within the work limits.

01 10 00-2 January 22, 2025

SUMMARY OF WORK

1.2 Contracts: (See General Conditions)

A. Construct Work under one single prime Contract:

1. General Construction

1.3 Work by Owner

A. Various Furnishings and Equipment

1.4 Work Sequence

A. Construct Work in stages: The General Contractor will determine the schedule. All

Contractor’s will be required to keep up with General Contractor’s schedule.

1.5 Contractor’s use of Premises

A. Confine operations at site to areas permitted by:

1. Law

2. Ordinances

3. Permits

4. Contract Documents

B. Do not unreasonably encumber site with materials or equipment. Do not interfere with other projects underway during the same time period.

C. Do not load structure with weight that will endanger structure.

D. Assume full responsibility for protection and safe keeping of products stored on premises.

E. Move any stored products which interfere with operations of Owner or other Contractors.

F. Obtain and pay for use of additional storage or work areas needed for operations.

G. Use Site: The Contractor is required to work with and around Owner’s existing operations.

January 22, 2025 01 50 00-1

CONSTRUCTION FACILITIES &

TEMPORARY CONTROLS

SECTION 01 50 00 CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS

SCOPE Applicable provisions of the General and Supplementary Conditions and Division 1 govern Work under this Section.

INDEX 1.1 Description 2.6 Access Roads and Parking Areas

1.2 Requirements of Regulatory Areas

Agencies 2.7 Traffic Regulations

2.1 Utilities 2.8 Project Identification and Signs

2.2 Construction Aids 2.9 Field Offices and Sheds

2.3 Barriers 3.1 Removal

2.4 Security

2.5 Temporary Controls

1.1 Description

A. Work Included: Temporary facilities and controls required for this Work include, but are not necessarily limited to:

1. Field offices and sheds.

2. Sanitary facilities.

3. Enclosures such as tarpaulins, barricades and canopies.

4. Signs.

5. Barriers.

6. Access roads and parking.

7. Construction elevators and hoists.

8. Security.

9. Special controls such as noise, dust and water.

10. Fire protection.

11. Traffic.

B. Related Work Specified Elsewhere

1. Compliance with safety regulations: Comply with all requirements of pertinent regulations as described in the General Conditions of the Contract.

2. Subcontractor equipment: Except that equipment furnished by subcontractors shall comply with all requirements of pertinent safety regulations, the ladders, hoists, planks and similar items normally furnished by individual trades in execution of their own portions of the Work are not part of this Section of these Specifications.

3. Utility hook-up: Installation and hook-up of the various utility lines are described in the pertinent other Sections of these Specifications.

4. Sitework Section 31 20 00

5. Mechanical Materials Per Plans

6. Electrical Materials and Lighting Per Plans

1.2 Requirements of Regulatory Agencies: Comply with Federal, State and Local codes and regulations.

PART 2 PRODUCTS

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TEMPORARY CONTROLS

2.1 Utilities

A. Temporary Electricity (GC can use adjacent building power)

1. Service Requirements:

a. Power centers for miscellaneous tools and equipment used in the Work:

(1) Weatherproof distribution box with minimum of four 20 ampere, 120 volt grounded outlets or more as needed.

(2) Locate so that power is available at any point of use with not more than 100 foot power cords.

(3) Circuit breaker protection for each outlet.

b. Capacity of Service:

(1) Provide electrical service for construction used by trades during construction period; minimum 120/240 volts, single phase, 60 hertz.

c. Power Source: Existing adjacent facility

d. Preliminary Power Source:

(1) Prior to availability of service, provide portable power plants of a capacity adequate for construction needs.

2. Use of Permanent System:

a. Prior to use of permanent system for construction purposes, obtain written permission of Owner.

b. Maintain permanent system as specified for temporary facilities.

3. Costs of Installation and Operation:

a. Electrical Contractor:

(1) To obtain permits and applications. The General Contractor to pay for permits, installation fees and related charges.

(2) Pay costs of installation, maintenance and removal of temporary services, and restoration of any permanent facilities used.

b. Subcontractors: Should any subcontractor do any electric welding on the job, they shall inform the Electrical Contractor and work out a satisfactory agreement for payment to the General Contractor for his power.

4. Materials and Equipment:

a. General:

(1) Comply with applicable codes.

(2) Products may be new or used, but must be adequate in capacity for required usage, and must not violate requirements of applicable codes and standards.

(3) Each trade will provide its own extension cords.

5. Installation:

a. Comply with applicable requirements specified in Sections of Division 26, Electrical.

b. Maintain system to provide continuous service.

c. Modify and extend service as Work progress requires.

d. Make connections for temporary heating, cooling and ventilating equipment:

(1) Wire all safety devices specified for final operation of equipment.

(2) Verify proper operation of safety devices.

6. Removal:

a. Completely remove temporary materials and equipment:

(1) When construction needs can be met by use of permanent installation.

(2) At completion of Project.

b. Restore existing facilities used for temporary services to original or better condition.

January 22, 2025 01 50 00-3

c. Restore permanent facilities used for temporary services to specified condition.

B. Temporary Gas and Water

1. Construction Water and Gas:

a. Provide adequate supply of water and gas suitable for construction usage.

b. Capacity of Service:

(1) Size water and gas service to provide adequate volume for all anticipated construction uses and to maintain minimum specified pressure when taps are in use.

c. Water Source: On site system – City of Kenosha

d. Gas Source: We Energies

e. Water and Gas Source:

(1) Install specified permanent system sufficiently complete to serve for temporary supply.

(2) Obtain inspections and certifications from authorities prior to use.

f. Maintain strict supervision of use of temporary system:

(1) Protect against freezing; repair leaks.

2. Use of Permanent System:

a. Prior to use of permanent system for construction purposes, obtain written permission of Owner.

b. Prior to use of system for drinking water:

(1) Disinfect piping.

(2) Obtain inspection and approval of governing authority.

c. Extend system as necessary to comply with temporary water and gas requirements.

3. Costs of Installation and Operation:

a. The General Contractor will pay fees and charges for applications and permits.

b. Pay costs of installation, maintenance and removal of temporary services, and restoration of existing and permanent facilities used.

c. The General Contractor will pay costs for water and gas used.

d. Obtain and pay costs for temporary easements required across proprieties other than that of the Owner.

4. Materials:

a. General:

(1) Comply with applicable sections of Division 23 – Mechanical

(2) Materials may be new or used, but must be adequate for purpose required, must be sanitary, and must not violate requirements of applicable codes.

5. Installation:

a. Comply with applicable requirements specified in Sections of Division 23, Mechanical.

b. Maintain system to provide continuous service.

c. Modify and extend service as Work progress requires.

d. When necessary to maintain pressure, provide temporary pumps, tanks and compressors.

6. Removal:

a. Completely remove temporary materials and equipment.

(1) When construction can be met by use of permanent installation.

(2) At completion of Project.

b. Clean and repair damage caused by installation or use of temporary facilities.

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TEMPORARY CONTROLS

c. Restore existing facilities, used for temporary services, to original or better

d. Restore permanent facilities, used for temporary services, to specified condition.

C. Temporary Sanitary Facilities

1. Use of Permanent Facilities:

a. When portions of permanent sanitary sewerage and water systems have been installed, tested and inspected, install temporary plumbing fixtures for use of construction personnel.

(1) Remove and relocate fixtures as Work progress requires.

b. Permanent sanitary facilities may be used by construction personnel after completion of installation, testing and inspection.

(1) Obtain written permission of Owner prior to usage, establishing conditions of use.

2. Cost of Installation and Operation:

a. The General Contractor will obtain and pay for permits as required by governing authorities.

b. The General Contractor will pay costs of temporary sanitary facilities, including costs of installation, maintenance and removal.

c. The General Contractor will pay service charges for use of portable units.

3. Materials:

a. General:

(1) Comply with applicable sections of Division 23 – Mechanical.

(2) Materials may be new or used, but must be adequate for purpose intended, and must not create unsanitary conditions nor violate code requirements.

b. Toilet Facilities:

(1) Portable toilets or temporary flush toilets at Contractor’s option.

4. Installation:

a. Comply with applicable provisions of Sections of Division 23, Mechanical.

b. Modify and extend service as Work progress requires.

c. Place portable toilets in conformance with applicable laws, codes and regulations.

d. Temporary flush toilets: Provide water and sewer connections, and install toilets as soon as water supply and sewerage connections are available.

5. Maintenance: Maintain facilities in a clean, operable sanitary condition.

6. Removal:

a. Remove portable units when no longer required.

b. Remove temporary flush toilets when the space is ready for finishing and adequate facilities are provided elsewhere.

c. Completely remove temporary materials and equipment at completion of Project.

d. Clean and repair areas used for temporary purposes; replace damaged fixtures, surfaces and accessories.

D. Temporary Fire Protection: The General Contractor shall provide and maintain, in working order, during the entire construction period, a minimum of three (3) fire extinguishers on each floor level including basement of the building, one in temporary office and such other fire protective equipment and devices as it deems necessary and suitable for any possible class of type of fires. They shall be non-freeze type such as A- B-C rated dry chemical extinguishers of not less than 10-pound capacity each. In addition, each Contractor who maintains an enclosed shed on the premises shall install

January 22, 2025 01 50 00-5

TEMPORARY CONTROLS

and maintain, in an accessible location one or more similar non-freezing type of fire extinguisher in each shed. Provisions of Local, State or Federal requirements, whichever are more restrictive, shall apply.

2.2 Construction Aids

A. General: Materials may be new or used, suitable for the intended purpose, but must not violate requirements of applicable codes and standards.

B. Construction Aids

1. Provide construction aids and equipment required by personnel to facilitate the execution of the Work; scaffolds, staging, ladders, stairs, ramps, runways, platforms, railings, hoists, cranes, chutes and other such facilities and equipment.

2. When permanent stair framing is in place, provide temporary treads, platforms and railings, for use by construction personnel.

C. Construction Elevators and Hoists: The Contractors shall furnish, install and maintain all necessary material hoists, skips, tools, equipment, scaffolding, etc., in approved locations and in sufficient quantities to properly expedite the Work and protect the public.

The Contractors will be responsible for the operation of its equipment and allow all contractors to use it as the progress of the Work requires. This equipment shall be installed according to State and local requirements and shall be removed by the Contractors at the completion of the Work. The permanent elevator may not be used.

D. Temporary Enclosures

1. Provide temporary weather-tight enclosures of exterior walls for successive areas of the building as Work progresses as necessary to provide acceptable working conditions; provide weather protection for interior materials; allow for effective temporary heating; and, to prevent entry of unauthorized persons.

a. Provide temporary exterior doors with self-closing hardware and padlocks.

b. Other enclosures shall be removable as necessary for work and for handling of materials.

c. Exterior partitions or enclosures shall be covered with 3-inch insulation on interior face.

2. Provide temporary enclosures to separate work areas from the areas of existing building occupied by Owner; to prevent penetration of dust or moisture into occupied area; to prevent damage to existing equipment; and, to protect Owner’s employees and operations.

a. Temporary partition and ceiling enclosures: Framing and sheet materials which comply with structural and fire rating requirements of applicable codes and standards.

(1) Close joints between sheet materials, and seal edges and intersections with existing surfaces, to prevent penetrations of dust of moisture.

E. Installation

1. Preparation: Consult with Architect, review site conditions and factors which affect construction procedures and construction aids, including adjacent properties and public facilities which may be affected by execution of the Work.

2. General:

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TEMPORARY CONTROLS

a. Preparation: Consult with Architect, review site conditions and factors which affect construction procedures and construction aids, including adjacent properties and public facilities which may be affected by execution of the Work.

b. Relocate construction aids as required by progress of construction, by storage or Work requirements, and to accommodate legitimate requirements of Owner and other Contractors employed at the site.

F. Removal

1. Completely remove temporary materials, equipment and services:

a. When construction needs can be met by use of permanent construction.

b. At completion of the Project.

2. Clean and repair damage caused by installation or by use of temporary facilities.

a. Remove foundations and underground installations for construction aids.

b. Grade the areas of the site affected by temporary installations to required elevations and slopes, and clean this area.

3. Restore existing facilities used for temporary purposes to specified, or to original

4. Restore permanent facilities used for temporary purposes to specified condition.

2.3 Barriers

A. Materials, General: Materials may be new or used, suitable for the intended purpose, but must not violate requirements of applicable codes and standards.

B. Silt Fencing: Materials: as required by detail shown on Site Plan.

C. Installation

1. General:

a. Install facilities of neat and reasonable uniform appearance, structurally adequate for the required purposes.

b. Maintain barriers during entire construction period.

c. Relocate barriers as required by progress of construction.

2. Silt Fences:

a. Prior to the start of Work at the Project Site, install as located on Site Plan.

D. Removal

1. Completely remove barricades; silt fence, when construction has progressed to the point that they are no longer needed, and when approved by Architect.

2. Clean and repair damages caused by installation, fill and grade the areas of the Site to required elevations and slopes, and clean the area.

2.4 Security

A. Responsibility: During the course of construction, up until the time the Owner accepts the Work as completed, the General Contractor only assumes care and custody of the Work and will be responsible for the Work.

B. Maintenance of Security

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TEMPORARY CONTROLS

1. Initiate security program promptly after job mobilization, when enclosure fence and gates are installed.

C. Personnel

1. Identification:

2. Exclude from Site personnel not properly identified.

D. Entrance Control

1. Provide control of all persons and vehicles entering and leaving Project Site.

a. Allow no visitors except with issuance of temporary identification.

2. Owner will control deliveries and vehicles related to his/her own operations.

E. Safety Barrier: The Contractor is responsible to secure the site.

2.5 Temporary Controls

A. Dust Control: All Contractors will provide positive methods and apply dust control materials to minimize raising dust from construction operations and provide positive means to prevent air-borne dust from dispersing into the atmosphere.

B. Water Control

1. The General Contractor will provide methods to control surface water to prevent damage to the Project, the Site, or adjoining properties. See silt fence location and construction on Site Plan.

a. Control fill, grading and ditching to direct surface drainage away from excavations, pits, tunnels and other construction areas; and to direct drainage to proper runoff.

2. Provide, operate and maintain hydraulic equipment of adequate capacity to control surface and water.

3. Dispose of drainage water in a manner to prevent flooding, erosion, or other damage to any portion of the Site or to adjoining areas as required by applicable codes and ordinances.

C. Debris Control

1. Maintain all areas under Contractor’s control free of extraneous debris.

2. Initiate and maintain a specific program to prevent accumulation of debris at construction Site, storage and parking areas, or along access roads and haul routes;

a. Provide containers for deposit of debris as specified in Section 01 77 16, Cleaning.

b. Prohibit overloading of trucks to prevent spillages on access and haul routes.

(1) Provide periodic inspection of traffic areas to enforce requirements.

4. Schedule periodic collection and disposal of debris as specified in Section 01 77 16, Cleaning;

a. Provide additional collections and disposals of debris whenever the periodic schedule is inadequate to prevent accumulation.

D. Pollution Control

1. All Contractors will provide methods, means and facilities required to prevent contamination of soil, water or atmosphere by discharge of noxious substances from construction operations.

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TEMPORARY CONTROLS

2. Provide equipment and personnel, perform emergency measures required to contain any spillages, and to remove contaminated soils or liquids.

a. Excavate and dispose of any contaminated earth off-site, and replace with suitable compacted fill and topsoil.

3. Take special measure to prevent harmful substances from entering public waters;

a. Prevent disposal of wastes, effluents, chemicals or other such substances adjacent to streams, or in sanitary or storm sewers.

4. Provide systems for control of atmospheric pollutants.

a. Prevent toxic concentration of chemicals.

b. Prevent harmful dispersal of pollutants into the atmosphere.

E. Erosion Control: Per Local and State requirements – see Section 31 20 00

F. Soil Control: After the soil is excavated, General Contractor will isolate any excavated areas that tend to become tacky due to vehicular traffic.

2.6 Access Roads and Parking Areas

A. Site Access Roads

1. The General Contractor will provide site access for all construction equipment vehicles.

B. On-Site Roads and Parking Areas

1. Locate roads, drives, walks and parking facilities to provide uninterrupted access to construction offices, mobilization, work, storage areas, and other areas required for execution of the Contract.

2. Provide access for emergency vehicles.

a. Maintain driveways a minimum of fifteen (15) feet wide between and around combustible materials in storage and mobilization areas.

2. Maintain traffic areas free as possible of excavated materials, construction equipment, products, snow, ice and debris.

3. Keep fire hydrants and water control valves free from obstruction and accessible for use.

C. Base and Topping Materials

1. For temporary construction which will be removed when no longer needed for construction purposes: To Contractor’s option.

2. For earthwork and topping which will become a permanent part of the work:

respective sections of Specifications.

D. Preparation

1. Clear areas required for access roads and parking areas.

2. Fill, compact and grade areas as necessary to provide suitable support for vehicular traffic anticipated loadings. Provide for heaviest vehicle that will use site e.g.

concrete trucks, mobile cranes, precast concrete trucks, etc.

3. Provide for surface drainage of facilities and surrounding areas;

a. Provide and operate temporary pumps.

E. Construction

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TEMPORARY CONTROLS

1. Construction methods for temporary facilities to be removed when no longer needed:

To Contractor’s option to provide the required results.

2. For work which will become a part of permanent work, comply with respective sections of Specification for preparation and construction.

3. Any gravel topping used for temporary roadway shall be at least six (6) inches below finished elevation of permanent drives. Topping shall be at least one (1) foot below finished landscape areas or removed to that point below finished grading.

F. Maintenance

1. Maintain roads, walks and parking areas in sound, clean condition.

a. Repair or replace any portions damaged during progress of construction work.

G. Removal

1. Completely remove temporary materials and construction when construction needs can be met by use of permanent installation;

a. Remove and dispose of compacted materials to depths required by various conditions to be met in completed Work.

2. See Section 31 20 00, Access for all contractors.

2.7 Traffic Regulations

A. Traffic Signals and Signs

1. The General Contractor will provide and operate traffic control and directional signals required to direct and maintain an orderly flow of traffic in all areas under Contractor’s control, or affected by Contractor’s operations.

2. Provide traffic control and directional signs, mounted on barricades or standard posts:

a. At each change of direction of a roadway and at each crossroads.

b. At detours.

c. At parking areas.

B. Haul Routes

1. Consult with governing authorities to establish public thoroughfares which will be used as haul routes and site access.

2. Confine construction traffic to designated haul routes.

3. Keep haul routes free of mud and debris to meet local ordinances.

2.8 Project Identification and Signs

A. Project Identification Sign

1. The General Contractor will provide one (1) 4’ X 8’ FT identification sign as approved by Owner prior to installation.

B. Quality Assurance

1. Sign Painter: Professional experience in the type of work required.

2. Finishes, Painting: Adequate to resist weathering and fading for the scheduled construction period.

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TEMPORARY CONTROLS

C. Allow no other signs or advertising of any type on the Project Site except as specifically approved by the Architect.

D. Sign Materials

1. Structure and Framing: May be new or used, wood or metal, in sound condition structurally adequate to the Work and suitable for specified finish.

2. Sign Surfaces: Exterior softwood plywood with medium density overlay, standard large sizes to minimize joints;

a. Thickness: As required by standards to span across framing members, to provide even, smooth surface without waves or buckles.

3. Rough Hardware: Galvanized.

4. Paint: Exterior quality, as specified in Section 09 90 00.

a. Use bulletin colors for graphics.

b. Colors for structure, framing, sign surfaces and graphics: As selected by

Architect.

E. Execution

1. Project Identification Sign:

a. Paint all exposed surfaces of supports, framing and surface material; one coat of primer and one coat of exterior paint.

b. Paint graphics in the styles, sizes and colors as selected.

2. Information Signs:

a. Paint all exposed surfaces: one coat of primer and one coat of exterior paint.

b. Paint graphics in the styles, sizes and colors as selected.

c. Install at a height for optimum visibility, on ground-mounted poles or attached to temporary structural surfaces.

F. Maintenance

1. Maintain signs and supports in a neat, clean condition: repair damages to structure, framing or sign.

2. Relocate informational signs as required by progress of the Work.

G. Removal: Remove signs, framing, supports and foundations at the completion of Project.

2.9 Field Office and Sheds

A. Coordination: Prior to installation of offices and sheds, consult with Architect on location, access and related facilities.

B. Requirements for Facilities

1. Construction:

a. Structurally sound, weathertight, with floors raised above ground.

b. Temperature transmission resistance: Compatible with occupancy and storage requirements.

c. At Contractor’s option, portable or mobile buildings may be used.

(1) Mobile homes, when used, shall be modified for office use.

(2) Do not use mobile homes for living quarters.

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TEMPORARY CONTROLS

C. Materials, Equipment, Furnishings: May be new or used, but must be serviceable, adequate for the required purpose, and must not violate applicable codes or regulations.

D. Preparation: Fill and grade sites for temporary structures to provide surface drainage.

E. Installation

1. Construct temporary field offices and storage sheds on proper foundations, provide connections for utility services.

a. Secure portable or mobile buildings when used.

b. Provide steps and landings at entrance doors.

2. Mount thermometer at convenient outside location, not in direct sunlight.

F. Maintenance and Cleaning: Provide periodic maintenance and cleaning for temporary structures, furnishings, equipment and services.

G. Removal

1. Remove temporary field offices, contents and services at time they are no longer needed.

2. Remove storage sheds when they are no longer needed.

3. Remove foundations and debris; grade the site to required elevations and clean the areas.

PART 3 EXECUTION

3.1 Removal: Maintain all temporary facilities and controls as long as needed for the safe and proper completion of the Work; remove all such temporary facilities and controls as rapidly as progress of the Work will permit or as directed by the Architect.

01 50 00-12 January 22, 2025

January 22, 2025 01 77 16-1

FINAL CLEANING

SECTION 01 77 16 PROGRESS CLEANING AND FINAL CLEANING

SCOPE Applicable provisions of the General and Supplementary Conditions and Division 1 govern Work under this Section.

INDEX 1.1 Description 2.3 Containers

1.2 Quality Assurance 3.1 Progress Cleaning

2.1 Cleaning Materials & Equipment 3.2 Final Cleaning

2.2 Compatibility 3.3 Cleaning During Owner’s Occupancy

A. Work Included

1. Throughout the construction period, maintain the building, the site and adjacent private and public property in a standard of cleanliness as described in this Section.

2. It shall be the duty of each Prime Contractor to keep the premises free of accumulations of surplus materials and rubbish caused by his operations and the operations of this subcontractors unless otherwise stated.

1. General Conditions

a. Cleaning up

b. Owner’s right to clean-up

2. Temporary Controls Section 01 50 00

3. In addition to standards described in this Section, comply with all requirements for cleaning up as described in various other Sections of these Specifications.

1.2 Quality Assurance

A. Inspection: Conduct daily inspections, and more often if necessary, to verify that requirements of cleanliness are being met.

B. Codes and Standards: In addition to the standards described in this Section, comply with all pertinent requirements of governmental agencies having jurisdiction.

2.1 Cleaning Materials and Equipment: Provide all required personnel, equipment and materials needed to maintain the specified standards of cleanliness.

2.2 Compatibility: Use only the cleaning materials and equipment which are compatible with the surface being cleaned, as recommended by the manufacturer of the material or as approved by the Architect.

2.3 Containers: Each Contractor for the General Work will provide metal containers for storage of rubbish which will be used by all persons working for that contractor.

PART 3 EXECUTION

01 77 16-2 January 22, 2025

3.1 Progress Cleaning

A. General

1. Retain all stored items in an orderly arrangement allowing maximum, not impeding drainage or traffic, and providing the required protection of materials.

2. Do not allow the accumulation of scrap, debris, waste material and other items not required for construction of this work.

3. At least twice each month, and more often if necessary, completely remove all scrap, debris and waste material from the job site and legally dispose of at public or private dumping areas off Owner’s propriety.

4. The General Contractor will assign adequate storage for all items awaiting removal from the job site, observing all requirements for fire protection and protection of the ecology.

5. No burning of rubbish or debris will be allowed at site. No rubbish shall be thrown through openings or from heights without proper protection.

6. Wet down dry materials and rubbish to lay dust and prevent blowing dust.

7. The General Contractor will vacuum-clean interior building areas when ready to receive finish painting and continue vacuum cleaning on an as needed basis until building is ready for substantial completion or occupancy.

8. Schedule cleaning operations so that dust and other contaminants resulting from cleaning process will not fall on wet, newly painted surfaces.

9. The General Contractor shall perform a broom cleaning of all appropriate surfaces, each Friday afternoon.

B. Safety Requirements

1. Hazards Control

a. Store volatile wastes in covered metal containers, and remove from premises daily.

b. Prevent accumulation of wastes which create hazardous conditions.

c. Provide adequate ventilation during use of volatile or noxious substances.

d. Keep work areas, passageways, ramps, stairs, free of debris and scrap.

e. Form and scrap lumber shall have nails withdrawn or bent over and lumber shall be stacked or removed.

f. Remove spills of oil, grease or other liquids immediately or sprinkle with sand.

2. Conduct cleaning and disposal operation to comply with local ordinances and anti-pollution laws.

a. Do not bury rubbish and waste materials on project site.

b. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinner in storm or sanitary drains.

c. Do not dispose of wastes into streams or waterways.

C. Site

1. Daily, and more often if necessary, inspect the site and pick up all scrap, debris and waste material. Remove all such items to the place designated for their storage.

2. Weekly, and more often if necessary, inspect all arrangements of materials stored on the site, restack, tidy or otherwise service all arrangements to meet the requirements of Paragraph 3.1-A-1 above.

3. Maintain the site in a neat and orderly conditions at all times to the approval of the Architect.

January 22, 2025 01 77 16-3

D. Structures

1. Weekly, and more often if necessary, each prime contractor will inspect the structures and pick up all their scrap, debris and waste material. Remove all such items to the place designated for their storage.

2. Weekly, and more often if necessary, the General Contractor will sweep all interior spaces clean. “Clean”, for the purpose of this subparagraph, shall be interpreted as meaning free from dust and other material capable of being removed by reasonable diligence using a hand-held broom.

3. As required preparatory to installation of succeeding materials, clean the structures or pertinent portions thereof to the degree of cleanliness recommended by the manufacturer of the succeeding material, using all equipment and materials required to achieve the required cleanliness.

4. Following the installation of finished floor materials, the General Contractor will clean the finished floor daily (and more often if necessary) at all times while work is being performed in the space in which finish materials have been installed. “Clean”, for the purpose of this subparagraph, shall be interpreted as meaning free form all foreign material which, in the opinion of the Architect, may be injurious to the finish floor material.

5. Daily cleanup, within all Owner occupied areas in which work has occurred, will be the responsibility of the Contractor doing the work.

E. Graffiti: As directed by the Architect, the General Contractor will promptly remove all evidence of graffiti within the limits of the site.

F. Disputes Over Responsibility for Cleaning: If, during the course of construction, disputes should arise over which parties are responsible for cleaning all or a portion of the work, the Architect will require each prime contractor, working at the site, to supply one employee for a clean-up crew, which will be under the direction of the General Contractor.

3.2 Final Cleaning

A. Definition: Except as otherwise specifically provided, “Clean” (for the purpose of this Article) shall be interpreted as meaning the level of cleanliness generally provided by commercial quality building maintenance equipment and materials. Employ experienced workers, or professional cleaners, as approved by the Owner, for final cleaning.

B. General: Prior to completion of the Work, all Contractors will remove from the job site all tools, surplus materials, equipment, scrap, debris and waste. Conduct final progress cleaning as described in Article 3.1 above.

C. Site: Unless otherwise specifically directed by the Architect, the General Contractor will hose down all paved areas on the site and all public sidewalks directly adjacent to the site.

Completely remove all resultant debris. Rake clean other surfaces of grounds. Remove snow and ice from access to building.

D. Structures

1. Exterior: The General Contractor will visually inspect all exterior surfaces and remove all traces of soil, waste material, smudges and other foreign matter. Remove all traces of splashed materials from adjacent surfaces. If necessary to achieve a

01 77 16-4 January 22, 2025 uniform degree of exterior cleanliness, hose down the exterior of the structure. In the event of stubborn stains not removable with water, the Architect may require light sandblasting or other cleaning, by the responsible Contractor, at no additional cost to the Owner.

2. Interior: The General Contractor will visually inspect all interior surfaces and remove all traces of soil, waste material, smudges and other foreign matter. Remove all traces of splashed materials from adjacent surfaces. Remove all paint droppings, spots, stains and dirt from finished surfaces. Use only the specified cleaning materials equipment. Stubborn stains will be removed by the responsible Contractor at the direction of the Architect.

3. Window Washing: General Contractor shall wash all glass immediately prior to occupancy of this project. Work shall include the removal of labels, paint splattering, putty or compound, etc. Surfaces shall include both sides of all glass in windows, borrowed lights, partitions, doors. Include mirrors.

4. Polished surfaces: To all surfaces requiring the routine application of buffed polish, apply the specified polish as recommended by the manufacturer of the material being polished.

5. Carpet: The General Contractor will vacuum all carpeted areas.

6. Mechanical Systems (HVAC Contractor)

a. Clean ducts, blowers and coils, if air conditioning units were operated without filters during construction.

b. Replace air conditioning filters if units were operated during construction.

7. Electrical Fixtures (Electrical Contractor)

a. Lenses and louvers should be free of dirt and dust.

E. Timing

1. Schedule final cleaning as approved by the Architect to enable the Owner to accept a completely clean project.

2. The General Contractor will notify all prime contactors of the dates for the final cleaning of the building. After those dates, but prior to issuance of the prefinal inspection Punch List, any soiling of cleaned areas will be cleaned by the responsible Contractor or cleaned by the General Contractor and charged to the responsible Contractor.

3. After issuance of the prefinal inspection Punch List, recleaning will be done by the responsible Contractor or cleaned by the General Contractor or Owner and charged to the responsible Contractor.

4. Maintain cleaning until Project, or portion thereof, is occupied by Owner.

3.3 Cleaning During Owner’s Occupancy: Should the Owner occupy the work, or any portion thereof, prior to its completion by the Contractor and acceptance by the Owner, responsibilities for interim and final cleaning of the occupied spaces shall be determined by the Architect in accord with the General Conditions of Contract.

January 22, 2025 03 30 00-1

CAST-IN-PLACE CONCRETE

SECTION 03 30 00 CAST-IN-PLACE CONCRETE

SCOPE Applicable provisions of the General and Supplementary Conditions and Division 1 govern work under this Section.

INDEX 1.1 Description 1.3 Submittals

1.2 Quality Assurance 2.1 Supplemental Requirements

A. Work Included: Cast-in-place concrete required for this work (including forms and reinforcing) is indicated on the drawings and includes but is not necessarily limited to:

1. Footings - foundations

2. Exterior flat work

1. Sitework Section 31 20 00

C. Work Installed but Furnished by Others: Anchor bolts, templates and built-in items for precast work.

A. Workers: Use only workers experienced in the placing and finishing of concrete and erecting of reinforcing.

B. Codes and Standards: Concrete work shall conform to all requirements of ACI 301-16, Specifications for Structural Concrete, except as modified by the Supplemental Requirements below:

1. A copy of ACI-301-16, Specifications for Structural Concrete for Buildings is on file at the office of the Architect. The Contractor in submitting a proposal verifies that they have complete knowledge of ACI 301-16. A copy of ACI 301 shall be bound into the copy of the building Specifications and kept on the site during construction.

All concrete work will also conform to ACI 318-14 Building Code Requirements for Structural Concrete.

1.3 Submittals: At award of Contract and before any concrete is delivered to the job site submit to the Architect in accordance with these Specifications: Reinforcing steel drawings and Mix designs.

2.1 Supplemental Requirements: Numbers listed below correspond to numbering designations used in ACI 301-16, Specifications for Structural Concrete for Buildings.

(1.6) Testing: Take test cylinders as directed by Architects for testing by Owner.

03 30 00-2 January 22, 2025

(2.2.1.4) Joint at perpendicular filler to meet Article 2.2.1.4

(3.2) Reinforcing steel:

3.2.1.1 Deformed bars grade: ASTM A615 Grade 60, new billet steel.

3.2.1.5 Wire grade: ASTM A1064.

(3.3.2.5) Welded Wire Fabric: Welded wire fabric shall be as specified on the drawings. Fabric to be supplied in sheets; rolled goods are not permitted.

Fabric to be supported on chairs to position the wires at the specified height. “Hooking” during concrete placement is not permitted.

(4.2.1.4) Admixtures: Air entraining admixtures compliant with ASTM C260 in accord with ACI 301 will be acceptable. Chemical admixtures compliant with ASTM C 494 or ASTM C 1017 in accord with ACI 301 will be acceptable / Chemical (non-chloride) admixtures compliant with ASTM C 494 or ASTM C 1017 in accord with ACI 301 will be acceptable.

(4.2.2) Concrete Strength: All concrete - 4000 psi at 28 days.

(4.2.2.2) Maximum slumps as follows: Slump shall be 4” per ACI 301 with a tolerance of +/- 1” per ACI 117. As stated in ACI 301, plasticizing admixtures will increase the allowable slump. Expected slump shall be documented on the mix design.

(4.2.2.4) Concrete for footings and slab-on-grade shall be classified as Exposure

Class F0. Concrete for exterior walls above grade shall be classified as Exposure Class F1. Concrete for foundation walls and exterior slabs shall be classified as Exposure Class F2.

(5.3.1) Placing: Notify Architect 24 hours in advance of starting time of each pour. Allow time for inspection of forms, reinforcement, screeds, etc., and to explain procedures for slump and cylinder tests.

(5.3.3.3) As-cast finishes:

5.3.3.3.b Smooth form finish required.

(5.3.3.4.a) Smooth rubbed finish on exposed sections of retaining walls, exposed foundations and curbs. Remove form marks prior to application.

Commercial coating as approved by Architect.

(5.3.4.2) Tolerances: Concrete to be true to plane, plumb and level with true curves.

Deviations from dimensions, pitches, contours may not exceed 1/4" when by adding to scratch coat this may be corrected. Deviations which require a reduction in total two inch thickness of tile and setting bed, as shown on the Drawings will not be allowed.

(5.3.4.2.d) Stiff broom finish on stair treads

(5.3.5) Control Joints: saw cut or trowel as shown on plan or max size 14'-0" x

14'-0"; curbing at 10'-0” o.c.

January 22, 2025 03 30 00-3

(5.3.6) Concrete Surface Sealer: At all slabs to remain exposed, Lapidolith by Sonneborn Aquapel by L&M Construction Chemicals.

Apply per manufacturer’s specifications for new concrete immediately after finishing.

03 30 00-4 January 22, 2025

January 22, 2025 06 10 00-1

ROUGH CARPENTRY

SECTION 06 10 00 ROUGH CARPENTRY AND MOBILE HOME UNIT

SCOPE Applicable provisions of the General and Supplementary Conditions and

Division 1 govern work under this Section.

INDEX 1.1 Description 3.2 Workmanship

1.2 Quality Assurance 3.3 Installation

1.3 Submittals 3.4 Fastening

1.4 Product Handling 3.5 Nailing Schedule

2.1 Grade Stamps 3.6 Protection

2.2 Materials 3.7 Cleaning Up

3.1 Surface Conditions

A. Work Included: Supply and install a Mobile 2-bedroom home unit and miscellaneous carpentry. All wood, nails, bolts, screws, framing anchors and other rough hardware, and all other items needed for rough carpentry in this Work but not specifically described in other Sections of these Specifications; and the installation of all blocking Required for scope of work.

1. Concrete Section 03 30 00

2. Painting Section 09 91 00

A. Qualifications of Workmen

1. Provide sufficient skilled workmen and supervisors who shall be present at all times during execution of this portion of the Work and who shall be thoroughly familiar with the type of construction involved and the materials and techniques specified.

2. Rejection: In the acceptance or rejection of rough carpentry, no allowance will be made for lack of skill on the part of workmen.

B. Codes and Standards

1. Lumber grading rules and wood species to be in conformance with Voluntary Product Standard PS 20: Grading rules of the following associations apply to materials furnished under this Section:

a. West Coast Lumber Inspection Bureau (WCLIB).

b. Western Wood Products Association (WWPA).

2. Requirements of Regulatory Agencies

a. Pressure treated material: American Wood Preservers Bureau Standards.

b. American Wood Preservers Bureau (AWPB):

(1) LB-2, Standard for Softwood Lumber, Timber, and Plywood Pressure Treated with Water-borne Preservatives for Above Ground Use.

c. Federal Specifications (FS):

(1) FF-B-561, Bolts (Screw), Lag.

(2) FF-B-575, Bolts, Hexagon and Square.

06 10 00-2 January 22, 2025

ROUGH CARPENTRY

(3) FF-B-584, Bolts, Finned Neck; Key Head; Machine; Ribbed Neck; Square Neck; Tee Head.

(4) FF-N-105, Nails, Wire, Brads and Staples.

(5) FF-N-836, Nuts, Square, Hexagon, Cap, Slotted, Castellated, Clinch Knurled and Welding.

(6) FF-S-111, Screw, Wood.

d. Product Standards (PS)

(1) 20, American Softwood Lumber Standard.

3. Conflicting requirements: In the event of conflict between pertinent codes and regulations and the requirements of the referenced standards or these Specifications, the provisions of the more stringent shall govern.

1.3 Submittals

A. Certification (only on request of Architect)

1. Pressure-treated wood: Submit certification by treating plant stating chemicals and process used, net amount of salts retained, and conformance with applicable standards.

1.4 Product Delivery, Storage and Handling

A. Protection

1. Use all means necessary to protect the materials before and after delivery to the job site, and to protect the installed work and materials of all other trades.

2. Deliver the materials to the job site and store, all in a safe area, out of the way of traffic.

3. Store materials a minimum of 6 inches above ground on framework or blocking and cover with protective waterproof covering providing for adequate air circulation or ventilation.

4. Do not store seasoned materials in wet or damp portions of building.

5. Protect sheet materials from corners breaking and damaging surface, while unloading.

6. Identify all framing lumber as to grades and store all grades separately from other trades. Keep grade marks legible.

7. Protect all metal products with adequate weatherproof outer wrappings.

8. Keep all damaged material clearly identified as damaged, and separately store to prevent its inadvertent use.

9. Do not allow installation of damaged or otherwise noncomplying material.

10. Use all means necessary to protect the installed work and materials of all other trades.

B. Replacements: In the event of damage, immediately make all repairs and replacements necessary to the approval of the Architect and at no additional cost to the Owner.

2.1 Grade Stamps: Identify all other materials of this Section by the appropriate stamp of the agency listed in the reference standards, or by such other means as are approved in advance by the Architect.

2.2 Materials

A. Lumber

January 22, 2025 06 10 00-3

1. Dimensions

a. Specified lumber dimensions are nominal.

b. Actual dimensions to conform to PS 20.

2. Moisture Content: Unseasoned or 19% maximum at time of permanent closing in of building or structure, for lumber 2 inches or less nominal thickness.

3. Surfacing: Surface four sides (S4S), unless specified otherwise.

4. End Jointed Lumber

a. Structural purposed interchangeable with…