B01 Attachment J01 - Vol 1 spcs..pdf

Health Facilities Group, LLC © 2020

Lawton Indian Hospital Emergency Department, Imaging Services, Laboratory Expansion & Renovation Lawton, Oklahoma

100% Construction Documents

Draft Specifications

Project No.: OK9LAA01H4 Contract No.: HHSI102201800005I Task Order No.: 75H70120F30004

Issue Date: November 10, 2020

VOL. 1 Division 2- 13 dhickerson Image dhickerson Typewritten Text

OK9LAA01H4

HFG Architecture © 2020

TABLE OF CONTENTS

00 01 10 - 1

SECTION 00 01 10 - TABLE OF CONTENTS

PROCUREMENT AND CONTRACTING REQUIREMENTS

1.01 DIVISION 00 -- PROCUREMENT AND CONTRACTING REQUIREMENTS

A. 00 01 15 - List of Drawing Sheets

SPECIFICATIONS

2.01 DIVISION 01 -- GENERAL REQUIREMENTS

A. 01 50 00 - Temporary Facilities and Controls

B. 01 51 00 - Temporary Utilities

C. 01 57 13 - Temporary Erosion and Sediment Control

D. 01 61 16 - Volatile Organic Compound (VOC) Content Restrictions

2.02 DIVISION 02 -- EXISTING CONDITIONS

A. For Site Preparation and Earthwork, see Division 31

B. 02 41 00 - Demolition

2.03 DIVISION 03 -- CONCRETE

A. 03 01 00 - Maintenance of Concrete

B. 03 05 16 - Underslab Vapor Barrier

C. 03 10 00 - Concrete Forming and Accessories

D. 03 20 00 - Concrete Reinforcing

E. 03 30 00 - Cast-in-Place Concrete Civil

F. 03 30 00 – Cast-in-Place Concrete- Structural

G. 03 30 05 - Water Vapor Reducing Admixture for Cast-in-Place Concrete

H. 03 35 11 - Concrete Floor Finishes

I. 03-45-00- Precast Architectural Concrete

2.04 DIVISION 04 -- MASONRY

A. 04 05 11 - Masonry Mortaring and Grouting

B. 04 43 13 - Stone Masonry Veneer

2.05 DIVISION 05 -- METALS

A. 05 12 00 - Structural Steel Framing

B. 05 12 13 - Architecturally-Exposed Structural Steel Framing

C. 05 21 00 - Steel Joist Framing

D. 05 31 00 - Steel Decking

E. 05 40 00 - Cold-Formed Metal Framing

F. 05 50 00 - Metal Fabrications

G. 05 51 00 - Metal Stairs

2.06 DIVISION 06 -- WOOD, PLASTICS, AND COMPOSITES

A. 06 10 00 - Rough Carpentry

B. 06 41 16 – Plastic Laminate Cabinets

2.07 DIVISION 07 -- THERMAL AND MOISTURE PROTECTION

A. 07 01 50 - Preparation for Re-Roofing

TABLE OF CONTENTS

00 01 10 - 2

B. 07 21 00 - Thermal Insulation

C. 07 24 00 - Exterior Insulation and Finish Systems

D. 07 25 00 - Weather Barriers

E. 07 54 23 - Thermoplastic Polyolefin (TPO) Membrane Roofing - Carlisle

F. 07 61 00 - Sheet Metal Roofing

G. 07 62 00 - Sheet Metal Flashing and Trim

H. 07 72 00- Roof Accessories

H. 07 84 00 - Firestopping

I. 07 92 00 - Joint Sealants

J. 07 95 13 - Expansion Joint Cover Assemblies

2.08 DIVISION 08 -- OPENINGS

A. 08 11 13 - Hollow Metal Doors and Frames

B. 08 14 16 - Flush Wood Doors

C. 08 31 00 - Access Doors and Panels

D. 08 33 13 - Coiling Counter Doors

E. 08 42 29 - Automatic Entrances

F. 08 42 43 - Intensive Care Unit / Critical Care Unit Entrances

G. 08 43 13 - Aluminum-Framed Storefronts

H. 80 56 59 - Sliding Glass Service Windows

I. 08 62 23 - Tubular Skylights

J. 08 71 00 - Door Hardware

K. 08 80 00 - Glazing

2.09 DIVISION 09 -- FINISHES

A. 09 05 61 - Common Work Results for Flooring Preparation

B. 09 21 16 - Gypsum Board Assemblies

C. 09 30 00 - Tiling

D. 09 51 00 - Acoustical Ceilings

E. 09 58 00 - Integrated Ceiling Assemblies

F. 09 65 00 - Resilient Flooring

G. 09 65 16 - Resilient Flooring

H. 09 65 37 - Static Control Flooring

I. 09 68 13 - Tile Carpeting

J. 09 90 00 - Painting and Coating - Healthcare Facility Guide Spec

K. 09 91 13 - Exterior Painting

2.10 DIVISION 10 -- SPECIALTIES

A. 10 11 24 - Tackable Wall Systems

B. 10 14 00 - Signage

C. 10 21 23 - Cubicle Curtains and Track

D. 10 26 00 - Wall and Door Protection

E. 10 28 13 - Toilet Accessories

F. 10 44 00 - Fire Protection Specialties

TABLE OF CONTENTS

00 01 10 - 3

G. 10 51 13 - Metal Lockers

H. 10 56 17 - Wall Mounted Standards and Shelving

2.11 DIVISION 11 -- EQUIPMENT

A. 11 73 11.10 - Patient Lifts

B. 11 73 20 – Headwall Systems

2.12 DIVISION 12 -- FURNISHINGS

A. 12 21 13 - Horizontal Louver Blinds

B. 12 36 00 - Countertops

2.13 DIVISION 13 -- SPECIAL CONSTRUCTION

A. 13 49 05 - X-Ray Radiation Protection

B. 13 49 13 - Integrated X-Ray Shielding Assemblies

C. For Fire Suppression, see Division 21

2.14 DIVISION 14 -- CONVEYING EQUIPMENT

2.15 DIVISION 21 -- FIRE SUPPRESSION

A. 21 05 00 - Common Work Results for Fire Suppression

B. 21 05 48 - Vibration and Seismic Controls for Fire Suppression Piping and Equipment

C. 21 13 13 - Wet Pipe Sprinkler System

2.16 DIVISION 22 -- PLUMBING

A. 22 05 00 - Common Work Results for Plumbing

B. 22 05 19 - Meters and Gauges for Plumbing Piping

C. 22 05 23 - General-Duty Valves for Plumbing Piping

D. 22 05 29 - Hangers and Supports for Plumbing Piping and Equipment

E. 22 05 48 - Vibration and Seismic Controls for Plumbing Piping and Equipment

F. 22 05 53 - Identification for Plumbing Piping and Equipment

G. 22 07 00 - Plumbing Piping Insulation

H. 22 08 00 - Commissioning of Plumbing

I. 22 11 16 - Domestic Water Piping

J. 22 11 19 - Domestic Water Piping Specialties

K. 22 13 16 - Sanitary Waste and Vent Piping

L. 22 13 19 - Sanitary Waste Piping Specialties

M. 22 13 23 - Sanitary Waste Interceptors

N. 22 14 16 - Storm Drainage Piping

O. 22 14 19 - Storm Drainage Piping Specialties

P. 22 43 00 - Healthcare Plumbing Fixtures

Q. 22 45 00 - Emergency Plumbing Fixtures

R. 22 47 00 - Drinking Fountains and Water Coolers

S. 22 61 13 - Compressed-air Piping for Laboratory and Healthcare Facilities

T. 22 62 13 - Vacuum Piping for Laboratory and Healthcare Facilities

U. 22 63 13 - Gas Piping for Laboratory and Healthcare Facilities

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

A. 23 05 00 - Common Work Results for HVAC

TABLE OF CONTENTS

00 01 10 - 4

B. 23 05 13 - Common Motor Requirements for HVAC Equipment

C. 23 05 23 - General-Duty Valves for HVAC Piping

D. 23 05 29 - Hangers and Supports for HVAC Piping and Equipment

E. 23 05 48 - Vibration and Seismic Controls for HVAC

F. 23 05 53 - Identification for HVAC Piping and Equipment

G. 23 05 93 - Testing, Adjusting, and Balancing for HVAC

H. 23 07 16 - HVAC Equipment Insulation

I. 23 08 00 - Commissioning of HVAC

J 23 09 00 - Temperature Control Systems

K. 23 21 13 - Hydronic Piping

L. 23 21 14 - Cooling Coil / Condensate Drain Piping

M. 23 21 16 - Hydronic Piping Specialties

N. 23 23 00 - Refrigerant Piping

O. 23 31 00 - HVAC Ducts and Casings

P. 23 33 00 - Air Duct Accessories

Q. 23 34 23 - HVAC Power Ventilator

R. 23 36 00 - Air Terminal Units

S. 23 37 13 - Diffusers, Registers, and Grilles

T. 23 74 13 - Packaged Outdoor Central-Station Air-Handling Units

U. 23 81 06 - Packaged Rooftop Air Conditioning Units - Medium Capacity

V. 23 81 26 - Small-Capacity Split-System Air Conditioners

W. 23 84 13 - Humidifiers

2.18 DIVISION 25 -- INTEGRATED AUTOMATION

2.19 DIVISION 26 -- ELECTRICAL

A. 26 05 00 - Common Work Results for Electrical

B. 26 05 19 - Low-Voltage Electrical Power Conductors and Cables

C. 26 05 26 - Grounding and Bonding for Electrical Systems

D. 26 05 33 – Raceway Boxes for Electrical Systems

E. 26 05 43 - Underground Electrical Construction

F. 26 05 48 - Vibration and Seismic Controls for Electrical Systems

G. 26 05 73 - Power System Studies

H. 26 22 00 - Low-Voltage Transformers

I. 26 24 16 - Panelboards

J. 26 27 26 - Wiring Devices

K. 26 28 10 - Overcurrent Protective Devices

L. 26 28 16 - Enclosed Switches and Circuit Breakers

M. 26 29 00 - Motors

N. 26 29 23 - Variable-Frequency Motor Controllers

O. 26 36 00 – Automatic Transfer Switches

P. 26 41 13 - Lightning Protection for Structures

Q. 26 43 00 - Surge Protective Devices for Low- Voltage Electrical Power Circuits

TABLE OF CONTENTS

00 01 10 - 5

U. 26 51 00 - Interior Lighting

V. 26 56 00 - Exterior Lighting

2.20 DIVISION 27 -- COMMUNICATIONS

A. 27 05 01 - Common Work Results for Low Voltage Cabling Systems

B. 27 05 02 - Common Work Results for Communications

C. 27 05 26 - Grounding and Bonding for Communication Systems

D. 27 11 00 - Communications Equipment Rooms

E. 27 13 00 - Communications Backbone Cabling

F. 27 15 00 - Communications Horizontal Cabling

G. 27 51 16 - Public Address Systems

H. 27 52 24 - Nurse Call/Code Blue Systems

2.21 DIVISION 28 -- ELECTRONIC SAFETY AND SECURITY

A. 28 23 00 – CCT Surveillance Systems

B. 28 31 00 - Fire Detection and Alarm

C. 28 56 19 - Integrated Security and Monitoring System

2.22 DIVISION 31 -- EARTHWORK

A. 31 10 00 - Site Clearing

B. 31 22 00 – Earth Moving

C. 31 23 16 - Excavation

D. 31 23 23 - Fill

E. 31 31 16 - Termite Control

F. 31 37 00 - Riprap

G. 31 63 29 - Drilled Concrete Piers and Shafts

2.23 DIVISION 32 -- EXTERIOR IMPROVEMENTS

A. 32 12 16 - Asphalt Paving

B. 32 13 13 - Concrete Paving

C. 32 14-13- Precast Concrete Units

D. 32-33-00 – Site Furnishings

E. 32-92-00.05- Communication Trays

F. 32 92 00 – Turf and Grasses

2.24 DIVISION 33 -- UTILITIES

A. 33 11 16 - Water Distribution Piping

B. 3 312 16 - Valves and Appurtenances

C. 33 31 11 - Sanitary Sewers

D. 33 41 00 - Storm Utility Drainage

2.25 DIVISION 46 -- WATER AND WASTEWATER EQUIPMENT

END OF SECTION

LIST OF DRAWING SHEETS

00 01 15 - 1

SECTION 00 01 15 - LIST OF DRAWING SHEETS

GENERAL

G-001 TITLE SHEET

G-002 ADA ACCESSIBILITY STANDARDS

G-003 ADA ACCESSIBILITY STANDARDS

G-100 CODE PLAN

CIVIL

V-101 EXISTING CONDITIONS

CD101 DEMOLITION PLAN NORTH

CD102 DEMOLITION PLAN SOUTH

CS101 SITE PLAN

CS102 PAVING PLAN NORTH

CS103 PAVING PLAN SOUTH

CS104 JOINTING PLAN NORTH

CS105 JOINTING PLAN SOUTH

CS106 GEOMETRY PLAN NORTH

CS107 GEOMETRY PLAN SOUTH

CS501 PAVING DETAILS

CS502 MISCELLANEOUS DETAILS

CS503 JOINT DETAILS

CG101 GRADING PLAN NORTH

CG102 GRADING PLAN SOUTH

CG103 EROSION CONTROL PLAN

CG501 EROSION CONTROL DETAILS 1

CG502 EROSION CONTROL DETAILS 2

CU101 UTILITY PLAN

CU201 WATERLINE PLAN & PROFILES

CU202 WATERLINE PLAN & PROFILES

CU301 SANITARY SEWER PLAN & PROFILES

CU400 SWS PLAN & PROFILE

CU401 SWS PLAN & PROFILE

CU402 SWS PLAN & PROFILE

CU403 SWS PLAN & PROFILE

CU501 WATERLINE DETAILS

CU502 PRECAST CONCRETE MANHOLE DETAILS

CU503 MANHOLE FRAME & COVER DETAILS

CU504 SWS MANHOLE DETAILS

CU505 TYPE 1 CURB INLET DETAILS

CU506 DOUBLE DROP INLET DETAILS

CU507 BEDDING AND BACKFILL DETAILS

CU508 CONCRETE HEADWALL DETAILS

LIST OF DRAWING SHEETS

00 01 15 - 2

ARCHITECTURAL

AS-100 ARCHITECTURAL SITE PLAN – OVERALL

AS-101 ARCHITECTURAL SITE PLAN – DEMOLITION

AS-102 ARCHITECTURAL SITE PLAN

AS-103 ARCHITECTURAL SITE PLAN – ENLARGED PLANS

AP-100 OVERALL PHASING PLAN

AP-101 PHASE 1 PLAN

AP-102 PHASE 2 PLAN

AP-103 PHASE 3 PLAN

AD-100 DEMOLITION PLAN & NOTES

AD-101 DEMOLITION RCP & NOTES

AD-200 DEMOLITION DETAILS

A-100 FLOOR PLAN - OVERALL

A-102 DIMENSION PLAN - OVERALL

A-103 DIMENSION PLAN - AREAS A & B

A-104 DIMENSION PLAN - AREA C

A-105 TAG PLAN - AREA A

A-106 TAG PLAN - AREAS B & C

A-107 ENLARGED PLANS

A-108 PLAN DETAILS

A-109 PLAN DETAILS

A-110 PLAN DETAILS

A-200 ROOF PLAN

A-201 ROOF PLAN – EXIST ROOF MODIFICATIONS

A-202 ROOF DETAILS

A-203 ROOF DETAILS

A-300 EXTERIOR ELEVATIONS

A-400 BUILDING SECTIONS

A-401 WALL SECTIONS

A-402 WALL SECTIONS

A-403 WALL SECTIONS

A-404 WALL SECTIONS

A-405 WALL SECTIONS

A-406 WALL SECTIONS

A-407 WALL SECTIONS

A-408 WALL SECTION DETAILS

LIST OF DRAWING SHEETS

00 01 15 - 3

A-600 DOOR INFORMATION

A-601 WINDOW INFORMATION & DETAILS

A-602 DOOR DETAILS

A-603 DOOR DETAILS

A-700 REFLECTED CEILING PLAN - OVERALL

A-701 REFLECTED CEILING PLAN – AREA A

A-702 REFLECTED CEILING PLAN – AERAS B&C

A-703 CEILING DETAILS

A-704 CEILING DETAILS

INTERIORS

I-100 FINISH FLOOR PLAN - OVERALL

I-101 FINISH FLOOR PLAN – AERA A

I-102 FINISH FLOOR PLAN – AERAS B & C

I-103 WALL PROTECTION PLAN - OVERALL

I-200 INTERIOR ELEVATIONS

I-201 INTERIOR ELEVATIONS

I-202 INTERIOR ELEVATIONS

I-203 INTERIOR ELEVATIONS

I-204 INTERIOR ELEVATIONS

I-205 INTERIOR ELEVATIONS

I-300 MILLWORK SECTION DETAILS

I-301 MILLWORK SECTION DETAILS

I-302 MILLWORK SECTION DETAILS

I-303 MILLWORK SECTION DETAILS

I-700 EQUIPMENT PLAN – OVERALL

I-701 EQUIPMENT PLAN – AREA A

I-702 EQUIPMENT PLAN – AREAS B&C

I-703 EQUIPMENT SCHEDULES

I-800 SIGNAGE PLAN – OVERALL

I-801 SIGNAGE SCHEDULE AND TYPES

STRUCTURAL

S-001 STRUCTURAL GENERAL NOTES

S-002 STRUCTURAL GENERAL NOTES

S-003 IBC INSPECTION TABLES

S-101 FOUNDATION PLAN

LIST OF DRAWING SHEETS

00 01 15 - 4

S-102 ROOF FRAMING PLAN

S-103 ROOF FRAMING PLAN

S-301 SCHEDULES AND DETAILS

S-302 SCHEDULES AND DETAILS

S-303 SCHEDULES AND DETAILS

S-501 TYPICAL FOUNDATION DETAILS

S-502 FOUNDATION DETAILS

S-510 TYPICAL FRAMING DETAILS

S-511 FRAMING DETAILS

S-512 FRAMING DETAILS

MECHANICAL

PM001 MECHANICAL COVER SHEET

FD101 FIRE PROTECTION DEMOLITION PLAN

FP101 FIRE PROTECTION PLAN

PD101 BELOW GRADE PLUMBING DEMOLITION PLAN

PD102 FIRST FLOOR PLUMBING DEMOLITION PLAN- AREA B & C

PD103 FIRST FLOOR PLUMBING DEMOLITION PLAN- AREA C & D

PD201 MEDICAL GAS FIRST FLOOR DEMOLITION PLAN

P-101 BELOW GRADE PLUMBING PLAN – AREA A & B

P-102 FIRST FLOOR PLUMBING PLAN – AREA A & B

P-103 FIRST FLOOR PLUMBING PLAN – AREA D & E

P-201 FIRST FLOOR MEDICAL GAS PLAN – AREA A& B

P-202 FIRST FLOOR MEDICAL GAS PLAN – AREA D & E

P-301 PLUMBING ROOF PLAN

P-401 ENLARGED PLUMBING PLAN

P-501 PLUMBING DETAILS

P-601 PLUMBING SCHEDULES

MD101 HVAC DEMOLITION PLAN

MD102 HYDRONICS DEMOLITION PLAN

MD201 MECHANICAL DEMOLITION PLAN - ROOF

MH100 HVAC OVERALL FLOOR PLAN

MH101 ENLARGED HVAC FLOOR PLAN - AREA A1

MH102 ENLARGED HVAC FLOOR PLAN – AREA A2

MH103 ENLARGED HVAC FLOOR PLAN – AREA-B

MH104 ENLARGED HVAC FLOOR PLAN – AREA-C

MH201 HVAC ROOF PLAN

LIST OF DRAWING SHEETS

00 01 15 - 5

MP100 HYDRONICS OVERALL FLOOR PLAN

MP101 ENLARGHED HYDRONICS FLOOR PLAN – AREA A1

MP102 ENLARGED HYDRONICS FLOOR PLAN – AREA A2

MP103 ENLARGED HYDRONICS FLOOR PLAN - AREA B

M-501 MECHANICAL DETAILS

M-502 MECHANICAL DETAILS

M-503 MECHANICAL DETAILS

M-601 MECHANICAL SCHEDULES

M-602 MECHANICAL SCHEDULES

M-701 MECHANICAL CONTROLS

M-702 MECHANICAL CONTROLS

M-703 MECHANICAL CONTROLS

M-801 ZONING FLOOR PLAN

M-802 HEATING WATER DIAGRAM

M-811 AIRFLOW DIAGRAM - AREA A1

M-812 AIRFLOW DIAGRAM - AREA A2

M-813 AIRFLOW DIAGRAM - AREA B

ELECTRICAL

E-001 ELECTRICAL GENERAL NOTES AND SYMBOLS

E-501 ELECTRICAL DETAILS

E-502 ELECTRICAL DETAILS

E-503 ELECTRICAL SITE DETAILS

E-601 ELECTRICAL ONE-LINE DIAGRAM

E-611 ELECTRICAL SCHEDULES

E-612 ELECTRICAL SCHEDULES

E-613 ELECTRICAL PANEL SCHEDULES

E-614 ELECTRICAL PANEL SCHEDULES

EC101 ELECTRICAL SITE PLAN

ED101 ELECTRICAL DEMOLITION FLOOR PLAN ELECTRICAL DEMOLITION FLOOR PLAN

EL101 ELECTRICAL LIGHTING FLOOR PLAN

EP101 ELECTRICAL POWER FLOOR PLAN

EP102 ELECTRICAL DISTRIBUTION EQUIPMENT PLAN

EP103 ELECTRICAL ROOF PLAN

EP401 ELECTRICAL ENLARGED PLANS

ET101 ELECTRICAL SYSTEMS FLOOR PLAN

TEMPORARY FACILITIES AND

CONTROLS

01 50 00 - 1

SECTION 01 50 00 - TEMPORARY FACILITIES AND CONTROLS

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Temporary utilities.

B. Temporary telecommunications services.

C. Temporary sanitary facilities.

D. Temporary Controls: Barriers, enclosures, and fencing.

E. Security requirements.

F. Vehicular access and parking.

G. Waste removal facilities and services.

H. Project identification sign.

I. Field offices.

1.02 RELATED REQUIREMENTS

A. Section 01 51 00 - Temporary Utilities.

1.03 REFERENCE STANDARDS

A. ASTM E84 - Standard Test Method for Surface Burning Characteristics of Building Materials;

2018b.

B. ASTM E90 - Standard Test Method for Laboratory Measurement of Airborne Sound Transmission Loss of Building Partitions and Elements; 2009 (Reapproved 2016).

1.04 TEMPORARY UTILITIES - SEE SECTION 01 51 00

A. Owner will provide the following:

1. Water supply, consisting of connection to existing facilities.

B. Provide and pay for all electrical power, lighting, water, heating and cooling, and ventilation required for construction purposes.

C. Existing facilities may not be used.

1.05 TELECOMMUNICATIONS SERVICES

A. Provide, maintain, and pay for telecommunications services to field office at time of project mobilization.

B. Telecommunications services shall include:

1. Windows-based personal computer dedicated to project telecommunications, with necessary software and laser printer.

2. Telephone Land Lines: One line, minimum; one handset per line.

1.06 TEMPORARY SANITARY FACILITIES

A. Provide and maintain required facilities and enclosures. Provide at time of project mobilization.

B. Maintain daily in clean and sanitary condition.

1.07 BARRIERS

A. Provide barriers to prevent unauthorized entry to construction areas, to prevent access to areas that could be hazardous to workers or the public, to allow for owner's use of site and to protect existing facilities and adjacent properties from damage from construction operations and demolition.

B. Provide barricades and covered walkways required by governing authorities for public rights-of-way and for public access to existing building.

C. Protect non-owned vehicular traffic, stored materials, site, and structures from damage.

https://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20E84 http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20E90

TEMPORARY FACILITIES AND

CONTROLS

01 50 00 - 2

1.08 FENCING

A. Provide 6 foot high fence around construction site; equip with vehicular and pedestrian gates with locks.

1.09 INTERIOR ENCLOSURES

A. Provide temporary partitions and ceilings as indicated to separate work areas from Owner-occupied areas, to prevent penetration of dust and moisture into Owner-occupied areas, and to prevent damage to existing materials and equipment.

B. Construction: Framing and reinforced polyethylene sheet materials with closed joints and sealed edges at intersections with existing surfaces:

1.10 SECURITY

A. Provide security and facilities to protect Work, existing facilities, and Owner's operations from unauthorized entry, vandalism, or theft.

B. Coordinate with Owner's security program.

1.11 VEHICULAR ACCESS AND PARKING

A. Coordinate access and haul routes with governing authorities and Owner.

B. Provide and maintain access to fire hydrants, free of obstructions.

C. Provide means of removing mud from vehicle wheels before entering streets.

D. Provide temporary parking areas to accommodate construction personnel. When site space is not adequate, provide additional off-site parking.

1.12 WASTE REMOVAL

A. Provide waste removal facilities and services as required to maintain the site in clean and orderly condition.

B. Provide containers with lids. Remove trash from site periodically.

C. If materials to be recycled or re-used on the project must be stored on-site, provide suitable non-combustible containers; locate containers holding flammable material outside the structure unless otherwise approved by the authorities having jurisdiction.

1.13 PROJECT IDENTIFICATION

A. Provide project identification sign of design and construction indicated on drawings.

B. Erect on site at location indicated.

C. No other signs are allowed without Owner permission except those required by law.

1.14 FIELD OFFICES

A. Office: Weathertight, with lighting, electrical outlets, heating, cooling equipment, and equipped with sturdy furniture, drawing rack, and drawing display table.

1.15 REMOVAL OF UTILITIES, FACILITIES, AND CONTROLS

A. Remove temporary utilities, equipment, facilities, materials, prior to Date of Substantial Completion inspection.

B. Remove underground installations to a minimum depth of 2 feet. Grade site as indicated.

C. Clean and repair damage caused by installation or use of temporary work.

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

TEMPORARY UTILITIES

01 51 00 - 1

SECTION 01 51 00 - TEMPORARY UTILITIES

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Temporary Utilities: Provision of electricity, lighting, heat, ventilation, and water.

1.02 RELATED REQUIREMENTS

A. Section 01 50 00 - Temporary Facilities and Controls:

1. Temporary telecommunications services for administrative purposes.

2. Temporary sanitary facilities required by law.

1.03 REFERENCE STANDARDS

A. 29 CFR 1926 - U.S. Occupational Safety and Health Standards; current edition.

1.04 TEMPORARY ELECTRICITY

A. Cost: By Owner.

B. Connect to Owner's existing power service.

1. Do not disrupt Owner's need for continuous service.

C. Provide temporary electric feeder from existing building electrical service at location as directed.

D. Complement existing power service capacity and characteristics as required.

E. Provide power outlets for construction operations, with branch wiring and distribution boxes located as required. Provide flexible power cords as required.

F. Provide main service disconnect and over-current protection at convenient location and meter.

G. Permanent convenience receptacles may be utilized during construction.

H. Provide adequate distribution equipment, wiring, and outlets to provide single phase branch circuits for power and lighting.

1.05 TEMPORARY LIGHTING FOR CONSTRUCTION PURPOSES

A. Provide and maintain LED, compact fluorescent, or high-intensity discharge lighting as suitable for the application for construction operations in accordance with requirements of 29 CFR 1926 and authorities having jurisdiction.

B. Provide branch wiring from power source to distribution boxes with lighting conductors, pigtails, and lamps as required.

C. Maintain lighting and provide routine repairs.

1.06 TEMPORARY HEATING

A. Provide heating devices and heat as needed to maintain specified conditions for construction operations.

B. Maintain minimum ambient temperature of 50 degrees F in areas where construction is in progress, unless indicated otherwise in specifications.

C. Existing facilities shall not be used.

D. Prior to operation of permanent equipment for temporary heating purposes, verify that installation is approved for operation, equipment is lubricated and filters are in place. Provide and pay for operation, maintenance, and regular replacement of filters and worn or consumed parts.

1.07 TEMPORARY COOLING

A. Provide cooling devices and cooling as needed to maintain specified conditions for construction operations.

B. Maintain maximum ambient temperature of 80 degrees F in areas where construction is in progress, unless indicated otherwise in specifications.

http://www.ecfr.gov/ http://www.ecfr.gov/

TEMPORARY UTILITIES

01 51 00 - 2

1.08 TEMPORARY VENTILATION

A. Existing ventilation equipment may not be used.

B. Utilize existing ventilation equipment. Extend and supplement equipment with temporary fan units as required to maintain clean air for construction operations.

1.09 TEMPORARY WATER SERVICE

A. Cost of Water Used: By Owner.

B. Connect to existing water source.

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

TEMPORARY EROSION AND

SEDIMENT CONTROL

01 57 13 - 1

SECTION 01 57 13 - TEMPORARY EROSION AND SEDIMENT CONTROL

1.01 SECTION INCLUDES

A. Prevention of erosion due to construction activities.

B. Prevention of sedimentation of waterways, open drainage ways, and storm and sanitary sewers due to construction activities.

C. Restoration of areas eroded due to insufficient preventive measures.

D. Performance bond.

1.02 RELATED REQUIREMENTS

A. Section 03 30 00 - Cast-in-Place Concrete: Concrete for temporary and permanent erosion control structures indicated on drawings.

B. Section 31 10 00 - Site Clearing: Limits on clearing; disposition of vegetative clearing debris.

C. Section 31 22 00 - Grading: Temporary and permanent grade changes for erosion control.

D. Section 31 37 00 - Riprap: Temporary and permanent stabilization using riprap.

E. Section 32 11 23 - Aggregate Base Courses: Temporary and permanent roadways.

F. Section 32 92 19 - Seeding: Permanent turf for erosion control.

G. Section 32 92 23 - Sodding: Permanent turf for erosion control.

1.03 PERFORMANCE REQUIREMENTS

A. Develop and follow an Erosion and Sedimentation Prevention Plan and submit periodic inspection reports.

B. Do not begin clearing, grading, or other work involving disturbance of ground surface cover until applicable permits have been obtained; furnish all documentation required to obtain applicable permits.

C. Provide to Owner a Performance Bond covering erosion and sedimentation preventive measures only, in an amount equal to 100 percent of the cost of erosion and sedimentation control work.

D. Timing: Put preventive measures in place as soon as possible after disturbance of surface cover and before precipitation occurs.

E. Storm Water Runoff: Control increased storm water runoff due to disturbance of surface cover due to construction activities for this project.

1. Prevent runoff into storm and sanitary sewer systems, including open drainage channels, in excess of actual capacity or amount allowed by authorities having jurisdiction, whichever is less.

2. Anticipate runoff volume due to the most extreme short term and 24-hour rainfall events that might occur in 25 years.

F. Erosion On Site: Minimize wind, water, and vehicular erosion of soil on project site due to construction activities for this project.

1. Control movement of sediment and soil from temporary stockpiles of soil.

2. Prevent development of ruts due to equipment and vehicular traffic.

3. If erosion occurs due to non-compliance with these requirements, restore eroded areas at no cost to Owner.

G. Erosion Off Site: Prevent erosion of soil and deposition of sediment on other properties caused by water leaving the project site due to construction activities for this project.

1. Prevent windblown soil from leaving the project site.

2. Prevent tracking of mud onto public roads outside site.

3. Prevent mud and sediment from flowing onto sidewalks and pavements.

01 57 13 - 2

4. If erosion occurs due to non-compliance with these requirements, restore eroded areas at no cost to Owner.

H. Sedimentation of Waterways On Site: Prevent sedimentation of waterways on the project site, including rivers, streams, lakes, ponds, open drainage ways, storm sewers, and sanitary sewers.

1. If sedimentation occurs, install or correct preventive measures immediately at no cost to Owner; remove deposited sediments; comply with requirements of authorities having jurisdiction.

2. If sediment basins are used as temporary preventive measures, pump dry and remove deposited sediment after each storm.

I. Sedimentation of Waterways Off Site: Prevent sedimentation of waterways off the project site, including rivers, streams, lakes, ponds, open drainage ways, storm sewers, and sanitary sewers.

1. If sedimentation occurs, install or correct preventive measures immediately at no cost to Owner; remove deposited sediments; comply with requirements of authorities having jurisdiction.

J. Open Water: Prevent standing water that could become stagnant.

K. Maintenance: Maintain temporary preventive measures until permanent measures have been established.

1.04 SUBMITTALS

A. See Section 01 30 00 - Administrative Requirements, for submittal procedures.

B. Erosion and Sedimentation Control Plan:

1. Include:

a. Site plan identifying soils and vegetation, existing erosion problems, and areas vulnerable to erosion due to topography, soils, vegetation, or drainage.

b. Site plan showing grading; new improvements; temporary roads, traffic accesses, and other temporary construction; and proposed preventive measures.

c. Where extensive areas of soil will be disturbed, include storm water flow and volume calculations, soil loss predictions, and proposed preventive measures.

d. Schedule of temporary preventive measures, in relation to ground disturbing activities.

e. Other information required by law.

f. Format required by law is acceptable, provided any additional information specified is also included.

2. Obtain the approval of the Plan by authorities having jurisdiction.

3. Obtain the approval of the Plan by Owner.

C. Certificate: Mill certificate for silt fence fabric attesting that fabric and factory seams comply with specified requirements, signed by legally authorized official of manufacturer; indicate actual minimum average roll values; identify fabric by roll identification numbers.

D. Inspection Reports: Submit report of each inspection; identify each preventive measure, indicate condition, and specify maintenance or repair required and accomplished.

PART 2 PRODUCTS

2.01 MATERIALS

A. Grass Seed For Temporary Cover: Select a species appropriate to climate, planting season, and intended purpose. If same area will later be planted with permanent vegetation, do not use species known to be excessively competitive or prone to volunteer in subsequent seasons.

B. Silt Fence Fabric: Polypropylene geotextile resistant to common soil chemicals, mildew, and insects; non-biodegradable; in longest lengths possible; fabric including seams with the following minimum average roll lengths:

01 57 13 - 3

1. Average Opening Size: 30 U.S. Std. Sieve, maximum, when tested in accordance with

ASTM D4751.

2. Permittivity: 0.05 sec^-1, minimum, when tested in accordance with ASTM D4491/D4491M.

3. Ultraviolet Resistance: Retaining at least 70 percent of tensile strength, when tested in accordance with ASTM D4355/D4355M after 500 hours exposure.

4. Tensile Strength: 100 pounds-force, minimum, in cross-machine direction; 124 pounds-force, minimum, in machine direction; when tested in accordance with ASTM D4632/D4632M.

5. Elongation: 15 to 30 percent, when tested in accordance with ASTM D4632/D4632M.

6. Tear Strength: 55 pounds-force, minimum, when tested in accordance with ASTM D4533/D4533M.

7. Color: Manufacturer's standard, with embedment and fastener lines preprinted.

C. Gravel: See Section 32 11 23 for aggregate.

PART 3 EXECUTION

3.01 EXAMINATION

A. Examine site and identify existing features that contribute to erosion resistance; maintain such existing features to greatest extent possible.

3.02 PREPARATION

A. Schedule work so that soil surfaces are left exposed for the minimum amount of time.

3.03 SCOPE OF PREVENTIVE MEASURES

A. In all cases, if permanent erosion resistant measures have been installed temporary preventive measures are not required.

B. Construction Entrances: Traffic-bearing aggregate surface.

1. Width: As required; 20 feet, minimum.

2. Length: 50 feet, minimum.

3. Provide at each construction entrance from public right-of-way.

4. Where necessary to prevent tracking of mud onto right-of-way, provide wheel washing area out of direct traffic lane, with drain into sediment trap or basin.

C. Linear Sediment Barriers: Made of silt fences.

1. Provide linear sediment barriers:

a. Along downhill perimeter edge of disturbed areas, including soil stockpiles.

2. Space sediment barriers with the following maximum slope length upslope from barrier:

a. Slope of Less Than 2 Percent: 100 feet..

b. Slope Between 2 and 5 Percent: 75 feet.

c. Slope Between 5 and 10 Percent: 50 feet.

d. Slope Between 10 and 20 Percent: 25 feet.

e. Slope Over 20 Percent: 15 feet.

D. Storm Drain Curb Inlet Sediment Trap: Protect each curb inlet using one of the following measures:

1. Filter fabric wrapped around hollow concrete blocks blocking entire inlet face area; use one piece of fabric wrapped at least 1-1/2 times around concrete blocks and secured to prevent dislodging; orient cores of blocks so runoff passes into inlet.

2. Straw bale row blocking entire inlet face area; anchor into pavement.

E. Storm Drain Drop Inlet Sediment Traps: As detailed on drawings.

F. Temporary Splash Pads: Stone aggregate over filter fabric; size to suit application; provide at downspout outlets and storm water outlets.

G. Soil Stockpiles: Protect using one of the following measures:

1. Cover with polyethylene film, secured by placing soil on outer edges.

http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D4751 http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D4491/D4491M http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D4491/D4491M http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D4355/D4355M http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D4632/D4632M http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D4632/D4632M http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D4632/D4632M https://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D4533/D4533M https://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D4533/D4533M

01 57 13 - 4

2. Cover with mulch at least 4 inches thickness of pine needles, sawdust, bark, wood chips, or shredded leaves, or 6 inches of straw or hay.

H. Mulching: Use only for areas that may be subjected to erosion for less than 6 months.

I. Temporary Seeding: Use where temporary vegetated cover is required.

3.04 INSTALLATION

A. Traffic-Bearing Aggregate Surface:

1. Excavate minimum of 6 inches.

2. Place geotextile fabric full width and length, with minimum 12 inch overlap at joints.

3. Place and compact at least 6 inches of 1 1/2 to 3 1/2 inch diameter stone.

B. Silt Fences:

1. Store and handle fabric in accordance with ASTM D4873/D4873M.

2. Where slope gradient is less than 3:1 or barriers will be in place less than 6 months, use nominal 16 inch high barriers with minimum 36 inch long posts spaced at 6 feet maximum, with fabric embedded at least 4 inches in ground.

3. Where slope gradient is steeper than 3:1 or barriers will be in place over 6 months, use nominal 28 inch high barriers, minimum 48 inch long posts spaced at 6 feet maximum, with fabric embedded at least 6 inches in ground.

4. Where slope gradient is steeper than 3:1 and vertical height of slope between barriers is more than 20 feet, use nominal 32 inch high barriers with woven wire reinforcement and steel posts spaced at 4 feet maximum, with fabric embedded at least 6 inches in ground.

5. Install with top of fabric at nominal height and embedment as specified.

6. Do not splice fabric width; minimize splices in fabric length; splice at post only, overlapping at least 18 inches, with extra post.

7. Wherever runoff will flow around end of barrier or over the top, provide temporary splash pad or other outlet protection; at such outlets in the run of the barrier, make barrier not more than 12 inches high with post spacing not more than 4 feet.

C. Temporary Seeding:

1. When hydraulic seeder is used, seedbed preparation is not required.

2. When surface soil has been sealed by rainfall or consists of smooth undisturbed cut slopes, and conventional or manual seeding is to be used, prepare seedbed by scarifying sufficiently to allow seed to lodge and germinate.

3. If temporary mulching was used on planting area but not removed, apply nitrogen fertilizer at 1 pound per 1000 sq ft.

4. On soils of very low fertility, apply 10-10-10 fertilizer at rate of 12 to 16 pounds per 1000 sq ft.

5. Incorporate fertilizer into soil before seeding.

6. Apply seed uniformly; if using drill or cultipacker seeders place seed 1/2 to 1 inch deep.

7. Irrigate as required to thoroughly wet soil to depth that will ensure germination, without causing runoff or erosion.

8. Repeat irrigation as required until grass is established.

3.05 MAINTENANCE

A. Inspect preventive measures weekly, within 24 hours after the end of any storm that produces

0.5 inches or more rainfall at the project site, and daily during prolonged rainfall.

B. Repair deficiencies immediately.

C. Silt Fences:

1. Promptly replace fabric that deteriorates unless need for fence has passed.

2. Remove silt deposits that exceed one-third of the height of the fence.

3. Repair fences that are undercut by runoff or otherwise damaged, whether by runoff or other causes.

D. Clean out temporary sediment control structures weekly and relocate soil on site.

https://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D4873/D4873M

01 57 13 - 5

E. Place sediment in appropriate locations on site; do not remove from site.

3.06 CLEAN UP

A. Remove temporary measures after permanent measures have been installed, unless permitted to remain by Architect.

B. Clean out temporary sediment control structures that are to remain as permanent measures.

C. Where removal of temporary measures would leave exposed soil, shape surface to an acceptable grade and finish to match adjacent ground surfaces.

VOLATILE ORGANIC

COMPOUND (VOC) CONTENT

RESTRICTIONS

01 61 16 - 1

SECTION 01 61 16 - VOLATILE ORGANIC COMPOUND (VOC) CONTENT RESTRICTIONS

1.01 SECTION INCLUDES

A. Requirements for Indoor-Emissions-Restricted products.

B. Requirements for VOC-Content-Restricted products.

C. Requirement for installer certification that they did not use any non-compliant products.

1.02 RELATED REQUIREMENTS

A. Section 01 30 00 - Administrative Requirements: Submittal procedures.

B. Section 01 33 29.04 - Material Content Form: Form for reporting emissions and VOC content.

1.03 DEFINITIONS

A. Indoor-Emissions-Restricted Products: All products in the following product categories, whether specified or not:

B. VOC-Content-Restricted Products: All products in the following product categories, whether specified or not:

1. Interior paints and coatings applied on site.

2. Interior adhesives and sealants applied on site, including flooring adhesives.

C. Interior of Building: Anywhere inside the exterior weather barrier.

D. Adhesives: All gunnable, trowelable, liquid-applied, and aerosol adhesives, whether specified or not; including flooring adhesives, resilient base adhesives, and pipe jointing adhesives.

E. Sealants: All gunnable, trowelable, and liquid-applied joint sealants and sealant primers, whether specified or not; including firestopping sealants and duct joint sealers.

F. Inherently Non-Emitting Materials: Products composed wholly of minerals or metals, unless they include organic-based surface coatings, binders, or sealants; and specifically the following:

1. Concrete.

2. Clay brick.

3. Metals that are plated, anodized, or powder-coated.

4. Glass.

5. Ceramics.

6. Solid wood flooring that is unfinished and untreated.

1.04 REFERENCE STANDARDS

A. 40 CFR 59, Subpart D - National Volatile Organic Compound Emission Standards for Architectural Coatings; U.S. Environmental Protection Agency; current edition.

B. ASTM D3960 - Standard Practice for Determining Volatile Organic Compound (VOC) Content of Paints and Related Coatings; 2005 (Reapproved 2013).

C. CAL (CDPH SM) - Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions From Indoor Sources Using Environmental Chambers; 2017, v1.2.

D. CARB (ATCM) - Airborne Toxic Control Measure to Reduce Formaldehyde Emissions from Composite Wood Products; California Air Resources Board; current edition.

E. CARB (SCM) - Suggested Control Measure for Architectural Coatings; California Air Resources Board; 2007.

F. CHPS (HPPD) - High Performance Products Database; Current Edition at www.chps.net/.

G. CRI (GLP) - Green Label Plus Testing Program - Certified Products; Current Edition.

H. SCAQMD 1113 - Architectural Coatings; 1977 (Amended 2016).

I. SCAQMD 1168 - Adhesive and Sealant Applications; 1989 (Amended 2017).

http://www.ecfr.gov/ http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D3960 https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx http://www.arb.ca.gov/regact/2007/compwood07/fro-final.pdf https://www.arb.ca.gov/coatings/arch/docs.htm http://www.chps.net/ http://www.carpet-rug.org/green-label-plus.html http://www.aqmd.gov/home/regulations/rules/scaqmd-rule-book/regulation-xi

COMPOUND (VOC) CONTENT

01 61 16 - 2

J. SCS (CPD) - SCS Certified Products; Current Edition.

K. UL (GGG) - GREENGUARD Gold Certified Products; Current Edition.

1.05 SUBMITTALS

A. See Section 01 30 00 - Administrative Requirements, for submittal procedures.

B. Product Data: For each VOC-restricted product used in the project, submit evidence of compliance.

C. Installer Certifications Regarding Prohibited Content: Require each installer of any type of product (not just the products for which VOC restrictions are specified) to certify that either 1) no adhesives, joint sealants, paints, coatings, or composite wood or agrifiber products have been used in the installation of installer's products, or 2) that such products used comply with these requirements.

1.06 QUALITY ASSURANCE

A. Indoor Emissions Standard and Test Method: CAL (CDPH SM), using Standard Private Office exposure scenario and the allowable concentrations specified in the method, and range of total VOC's after 14 days.

1. Wet-Applied Products: State amount applied in mass per surface area.

2. Paints and Coatings: Test tinted products, not just tinting bases.

3. Evidence of Compliance: Acceptable types of evidence are the following;

a. Current UL (GGG) certification.

b. Current SCS (CPD) Floorscore certification.

c. Current SCS (CPD) Indoor Advantage Gold certification.

d. Current listing in CHPS (HPPD) as a low-emitting product.

e. Current CRI (GLP) certification.

f. Test report showing compliance and stating exposure scenario used.

4. Product data submittal showing VOC content is NOT acceptable evidence.

5. Manufacturer's certification without test report by independent agency is NOT acceptable evidence.

B. VOC Content Test Method: 40 CFR 59, Subpart D (EPA Method 24), or ASTM D3960, unless otherwise indicated.

1. Evidence of Compliance: Acceptable types of evidence are:

a. Report of laboratory testing performed in accordance with requirements.

C. Testing Agency Qualifications: Independent firm specializing in performing testing and inspections of the type specified in this section.

PART 2 PRODUCTS

2.01 MATERIALS

A. All Products: Comply with the most stringent of federal, State, and local requirements, or these specifications.

B. Indoor-Emissions-Restricted Products: Comply with Indoor Emissions Standard and Test Method, except for:

1. Inherently Non-Emitting Materials.

C. VOC-Content-Restricted Products: VOC content not greater than required by the following:

1. Adhesives, Including Flooring Adhesives: SCAQMD 1168 Rule.

2. Joint Sealants: SCAQMD 1168 Rule.

3. Paints and Coatings: Each color; most stringent of the following:

a. 40 CFR 59, Subpart D.

b. SCAQMD 1113 Rule.

c. CARB (SCM).

http://www.scsglobalservices.com/ http://productguide.ulenvironment.com/QuickSearch.aspx https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx http://productguide.ulenvironment.com/QuickSearch.aspx http://www.scsglobalservices.com/ http://www.scsglobalservices.com/ http://www.chps.net/ http://www.carpet-rug.org/green-label-plus.html http://www.ecfr.gov/ http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D3960 http://www.aqmd.gov/home/regulations/rules/scaqmd-rule-book/regulation-xi http://www.aqmd.gov/home/regulations/rules/scaqmd-rule-book/regulation-xi http://www.ecfr.gov/ https://www.arb.ca.gov/coatings/arch/docs.htm

COMPOUND (VOC) CONTENT

01 61 16 - 3

PART 3 EXECUTION

3.01 FIELD QUALITY CONTROL

A. Owner reserves the right to reject non-compliant products, whether installed or not, and require their removal and replacement with compliant products at no extra cost to Owner.

B. Additional costs to restore indoor air quality due to installation of non-compliant products will be borne by Contractor.

VOLATILE ORGANIC

COMPOUND (VOC) CONTENT

RESTRICTIONS

01 61 16 - 1

SECTION 01 61 16 - VOLATILE ORGANIC COMPOUND (VOC) CONTENT RESTRICTIONS

PART 1 GENERAL

1.01 SECTION INCLUDES

1.02 RELATED REQUIREMENTS

A. Section 01 30 00 - Administrative Requirements: Submittal procedures.

1.03 DEFINITIONS

A. Interior of Building: Anywhere inside the exterior weather barrier.

1.04 SUBMITTALS

A. See Section 01 30 00 - Administrative Requirements, for submittal procedures.

B. Product Data: For each VOC-restricted product used in the project, submit evidence of compliance.

PART 2 PRODUCTS

2.01 MATERIALS

PART 3 EXECUTION

3.01 FIELD QUALITY CONTROL

A. Owner reserves the right to reject non-compliant products, whether installed or not, and require their removal and replacement with compliant products at no extra cost to Owner.

B. Additional costs to restore indoor air quality due to installation of non-compliant products will be borne by Contractor.

DEMOLITION

02 41 00 - 1

SECTION 02 41 00 - DEMOLITION

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Building demolition .

B. Selective demolition of built site elements.

C. Selective demolition of building elements for alteration purposes.

D. Abandonment and removal of existing utilities and utility structures.

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 salvaged or removed for re-use by

Contractor.

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

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

F. Section 01 70 00 - Execution and Closeout Requirements: Project conditions; protection of bench marks, survey control points, and existing construction to remain; reinstallation of removed products; temporary bracing and shoring.

G. Section 07 01 50.19 - Preparation for Re-Roofing: Removal of existing roofing, roof insulation, flashing, trim, and accessories.

H. Section 31 10 00 - Site Clearing: Vegetation and existing debris removal.

I. Section 31 22 00 - Grading: Topsoil removal.

J. Section 31 23 23 - Fill: Fill material for filling holes, pits, and excavations generated as a result of removal operations.

1.03 REFERENCE STANDARDS

A. 29 CFR 1926 - U.S. Occupational Safety and Health Standards; current edition.

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

2013.

1.04 SUBMITTALS

A. See Section 01 30 00 - Administrative Requirements, for submittal procedures.

B. Site Plan: Showing:

1. Vegetation to be protected.

2. Areas for temporary construction and field offices.

3. Areas for temporary and permanent placement of removed materials.

C. Demolition Plan: Submit demolition plan as specified by OSHA and local authorities.

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

2. Identify demolition firm and submit qualifications.

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

PART 2 PRODUCTS

2.01 MATERIALS

A. Fill Material: As specified in Section 31 23 23 - Fill.

DEMOLITION

02 41 00 - 2

PART 3 EXECUTION

3.01 SCOPE

A. Remove portions of existing buildings in the sequence noted on the drawings B. Remove paving and curbs as required to accomplish new work.

C. Within area of new construction remove foundation walls and footings to a minimum of 2 feet below walls or footings.

D. Outside area of new construction, remove foundation walls and footings to a minimum of 2 feet below finished grade.

E. Remove concrete slabs on grade within site boundaries.

F. Remove manholes and manhole covers, curb inlets and catch basins.

G. Remove creosote-treated wood utility poles.

H. Remove other items indicated, for salvage, relocation, and recycling.

I. Fill excavations, open pits, and holes in ground areas generated as result of removals, using specified fill; compact fill as specified in Section 31 22 00.

3.02 GENERAL PROCEDURES AND PROJECT CONDITIONS

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

1. Obtain required permits.

2. 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.

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

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

5. Do not close or obstruct roadways or sidewalks without permit.

6. 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.

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

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

C. Protect existing structures and other elements that are not to be 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.

D. Partial Removal of Paving and Curbs: Neatly saw cut at right angle to surface.

3.03 EXISTING UTILITIES

A. Coordinate work with utility companies; notify before starting work and comply with their requirements; obtain required permits.

B. Protect existing utilities to remain from damage.

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

D. 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.

E. 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.

DEMOLITION

02 41 00 - 3

F. 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.

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

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

3.04 SELECTIVE DEMOLITION FOR ALTERATIONS

A. Drawings showing existing construction and utilities are based on casual field observation and existing record documents only.

1. Verify that 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. Separate areas in which demolition is being conducted from other areas that are still occupied.

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

C. Maintain weatherproof exterior building enclosure except for interruptions required for replacement or modifications; take care to prevent water and humidity damage.

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

1. Remove items indicated on drawings.

E. 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 that are to remain in operation; maintain…