Project_Manual_-_Book_3_.pdf

STATE OF CALIFORNIA DEPARTMENT OF GENERAL SERVICES

REAL ESTATE SERVICES DIVISION

PROJECT MANAGEMENT AND DEVELOPMENT BRANCH

PROJECT MANUAL – Book 3 of 3

BOOK 1

DIVISION 00 & 01 SPECIFICATIONS

BOOK 2

JOB ORDER PRICE PROPOSAL SAMPLE

JOB ORDER SAMPLE DOCUMENTS

UNIT PRICE CATALOG (UPC)

BOOK 3

TECHNICAL SPECIFICATIONS

FOR:

JOB ORDER CONTRACT – NORTHERN REGION

DEPARTMENT OF GENERAL SERVICES

CALIFORNIA

Richard Standiford, Capital Outlay Program Manager West Sacramento, California

Consultants: Facility Optimization Solutions, LLC (FOS)

FEBRUARY 2026

#000000000014572

©2026 Facility Optimization Solutions, LLC All Rights Reserved

Simplebid® Specifications

Job Order Contracting Technical Specifications

Prepared for: CA DGS

Version: 1-15-2026

Printed: 1-9-2026

Mike Swarm Sticky Note Cancelled set by Mike Swarm

Mike Swarm Sticky Note Rejected set by Mike Swarm

Mike Swarm Sticky Note Unmarked set by Mike Swarm

Jacob Guy Sticky Note Completed set by Jacob Guy

Simplebid® Version: 1-15-2026 CADGS - Technical Specifications

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TABLE OF CONTENTS

PROCUREMENT AND CONTRACTING REQUIREMENTS GROUP

DIVISION 00 – PROCUREMENT AND CONTRACTING REQUIREMENTS

INTRODUCTORY INFORMATION

00 01 10 Table of Contents

SPECIFICATIONS GROUP

GENERAL REQUIREMENTS SUBGROUP

DIVISION 01 - GENERAL REQUIREMENTS

See CADGS Division 01 Requirements

FACILITY CONSTRUCTION SUBGROUP

DIVISION 02 - EXISTING CONDITIONS

02 41 16 02 41 19

STRUCTURE DEMOLITION

SELECTIVE DEMOLITION

DIVISION 03 - CONCRETE

03 10 00 03 20 00 03 30 00 03 41 00 03 45 00 03 53 00 03 54 13 03 54 16

CONCRETE FORMING AND ACCESSORIES

CONCRETE REINFORCING

CAST-IN-PLACE CONCRETE

PRECAST STRUCTURAL CONCRETE

PRECAST ARCHITECTURAL CONCRETE

CONCRETE TOPPING

GYPSUM CEMENT UNDERLAYMENT

HYDRAULIC CEMENT UNDERLAYMENT

DIVISION 04 - MASONRY

04 20 00 04 22 00 04 26 13 04 42 00

UNIT MASONRY

CONCRETE UNIT MASONRY

MASONRY VENEER

EXTERIOR STONE CLADDING

04 43 13.13 ANCHORED STONE MASONRY VENEER

04 43 13.16 ADHERED STONE MASONRY VENEER

04 72 00 CAST STONE MASONRY

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DIVISION 05 - METALS

05 01 70.51 DECORATIVE METAL CLEANING

05 01 70.61 DECORATIVE METAL REPAIR

05 01 70.63 DECORATIVE METAL REFINISHING

05 12 00 STRUCTURAL STEEL FRAMING

05 21 00 STEEL JOIST FRAMING

05 31 00 STEEL DECKING

05 40 00 COLD-FORMED METAL FRAMING

05 50 00 METAL FABRICATIONS

05 70 00 DECORATIVE METAL

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 ROUGH CARPENTRY

06 20 13 EXTERIOR FINISH CARPENTRY

06 20 23 INTERIOR FINISH CARPENTRY

06 40 13 EXTERIOR ARCHITECTURAL WOODWORK

06 40 23 INTERIOR ARCHITECTURAL WOODWORK

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 11 13 BITUMINOUS DAMPPROOFING

07 13 26 SELF-ADHERING SHEET WATERPROOFING

07 13 53 ELASTOMERIC SHEET WATERPROOFING

07 13 54 THERMOPLASTIC SHEET WATERPROOFING

07 14 13 HOT FLUID-APPLIED RUBBERIZED ASPHALT

WATERPROOFING

07 14 16 COLD FLUID-APPLIED WATERPROOFING

07 16 13 POLYMER MODIFIED CEMENT

WATERPROOFING

07 16 16 CRYSTALLINE WATERPROOFING

07 16 19 METAL OXIDE WATERPROOFING

07 17 00 BENTONITE WATERPROOFING

07 21 00 THERMAL INSULATION

07 21 19 FOAMED-IN-PLACE INSULATION

07 31 13 ASPHALT SHINGLES

07 31 16 METAL SHINGLES

07 31 26 SLATE SHINGLES

07 31 29 WOOD SHINGLES AND SHAKES

07 32 13 CLAY ROOF TILES

07 32 16 CONCRETE ROOF TILES

07 41 13.13 FORMED METAL ROOF PANELS

07 41 13.16 STANDING-SEAM METAL ROOF PANELS

07 41 13.19 BATTEN-SEAM METAL ROOF PANELS

07 41 16 INSULATED METAL ROOF PANELS

07 42 13.13 FORMED METAL WALL PANELS

07 42 13.16 METAL PLATE WALL PANELS

07 42 13.19 INSULATED METAL WALL PANELS

07 42 13.23 METAL COMPOSITE MATERIAL WALL PANELS

07 46 16 ALUMINUM SIDING

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07 46 19 STEEL SIDING

07 46 24 WOOD SHINGLE AND SHAKE SIDING

07 46 33 PLASTIC SIDING

07 46 46 FIBER-CEMENT SIDING

07 51 13 BUILT-UP ASPHALT ROOFING

07 51 16 BUILT-UP COAL TAR ROOFING

07 52 13 ATACTIC-POLYPROPYLENE (APP) MODIFIED

BITUMINOUS MEMBRANE ROOFING

07 52 16 STYRENE-BUTADIENE-STYRENE (SBS)

MODIFIED BITUMINOUS MEMBRANE ROOFING

07 53 16 CHLOROSULFONATE-POLYETHYLENE (CSPE)

ROOFING

07 53 23 ETHYLENE-PROPYLENE-DIENE-MONOMER

(EPDM) ROOFING

07 54 16 KETONE ETHYLENE ESTER (KEE) ROOFING

07 54 19 POLYVINYL-CHLORIDE (PVC) ROOFING

07 54 23 THERMOPLASTIC-POLYOLEFIN (TPO)

ROOFING

07 55 52.13 ATACTIC-POLYPROPYLENE (APP) MODIFIED

BITUMINOUS PROTECTED MEMBRANE

ROOFING

07 55 52.16 STYRENE-BUTADIENE-STYRENE (SBS)

MODIFIED BITUMINOUS PROTECTED

MEMBRANE ROOFING

07 55 56 FLUID-APPLIED PROTECTED MEMBRANE

ROOFING

07 57 00 COATED FOAMED ROOFING

07 61 00 SHEET METAL ROOFING

07 62 00 SHEET METAL FLASHING AND TRIM

07 71 00 ROOF SPECIALTIES

07 71 29 MANUFACTURED ROOF EXPANSION JOINTS

07 72 00 ROOF ACCESSORIES

07 81 00 APPLIED FIRE PROTECTION

07 81 23 INTUMESCENT FIRE PROTECTION

07 82 00 BOARD FIRE PROTECTION

07 84 13 PENETRATION FIRESTOPPING

07 84 43 JOINT FIRESTOPPING

07 92 00 JOINT SEALANTS

07 92 19 ACOUSTICAL JOINT SEALANTS

DIVISION 08 - OPENINGS

08 11 13 HOLLOW METAL DOORS AND FRAMES

08 11 16.13 INTERIOR ALUMINUM DOORS AND FRAMES

08 11 19 STAINLESS-STEEL DOORS AND FRAMES

08 11 73 SLIDING METAL FIRE DOORS

08 12 13 HOLLOW METAL FRAMES

08 13 16.13 ALUMINUM TERRACE DOORS

08 14 16 FLUSH WOOD DOORS

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08 14 33 STILE AND RAIL WOOD DOORS

08 14 33.13 WOOD TERRACE DOORS

08 18 16.13 SLIDING ALUMINUM-FRAMED GLASS DOORS

08 18 16.19 SLIDING WOOD-FRAMED GLASS DOORS

08 41 13 ALUMINUM-FRAMED ENTRANCES AND

STOREFRONTS

08 41 26 ALL-GLASS ENTRANCES AND STOREFRONTS

08 41 26.23 INTERIOR ALL-GLASS ENTRANCES

08 42 13 ALUMINUM-FRAMED ENTRANCES

08 42 26 ALL-GLASS ENTRANCES

08 42 29.23 SLIDING AUTOMATIC ENTRANCES

08 42 29.33 SWINGING AUTOMATIC ENTRANCES

08 42 33 REVOLVING DOOR ENTRANCES

08 43 13 ALUMINUM-FRAMED STOREFRONTS

08 44 13 GLAZED ALUMINUM CURTAIN WALLS

08 44 23 STRUCTURAL-SEALANT-GLAZED CURTAIN

WALLS

08 51 13 ALUMINUM WINDOWS

08 52 00 WOOD WINDOWS

08 53 13 VINYL WINDOWS

08 54 13 FIBERGLASS WINDOWS

08 61 00 ROOF WINDOWS

08 62 00 UNIT SKYLIGHTS

08 63 00 METAL-FRAMED SKYLIGHTS

08 71 00 DOOR HARDWARE

08 71 13 POWER DOOR OPERATORS

08 80 00 GLAZING

08 83 00 MIRRORS

08 84 00 PLASTIC GLAZING

08 91 19 FIXED LOUVERS

08 95 16 WALL VENTS

DIVISION 09 - FINISHES

09 01 90.52 MAINTENANCE REPAINTING

09 22 16 NON-STRUCTURAL METAL FRAMING

09 23 00 GYPSUM PLASTERING

09 24 00 CEMENT PLASTERING

09 26 13 GYPSUM VENEER PLASTERING

09 29 00 GYPSUM BOARD

09 30 13 CERAMIC TILING

09 30 23 GLASS TILING

09 30 33 STONE TILING

09 51 13 ACOUSTICAL PANEL CEILINGS

09 51 23 ACOUSTICAL TILE CEILINGS

09 64 00 WOOD FLOORING

09 64 66 WOOD ATHLETIC FLOORING

09 65 13 RESILIENT BASE AND ACCESSORIES

09 65 16 RESILIENT SHEET FLOORING

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09 65 19 RESILIENT TILE AND PLANK FLOORING

09 65 66 RESILIENT ATHLETIC FLOORING

09 67 23 RESINOUS FLOORING

09 68 13 TILE CARPETING

09 68 16 SHEET CARPETING

09 72 00 WALL COVERINGS

09 84 33 SOUND-ABSORBING WALL UNITS

09 84 36 SOUND-ABSORBING CEILING UNITS

09 91 13 EXTERIOR PAINTING

09 91 23 INTERIOR PAINTING

09 93 00 STAINING AND TRANSPARENT FINISHING

DIVISION 10 - SPECIALTIES

10 11 00 VISUAL DISPLAY UNITS

10 11 46 VISUAL DISPLAY FABRICS

10 12 00 DISPLAY CASES

10 13 00 DIRECTORIES

10 14 16 PLAQUES

10 14 19 DIMENSIONAL LETTER SIGNAGE

10 14 23 PANEL SIGNAGE

10 14 23.16 ROOM-IDENTIFICATION PANEL SIGNAGE

10 14 73 PAINTED SIGNAGE

10 21 13.13 METAL TOILET COMPARTMENTS

10 21 13.16 PLASTIC-LAMINATE-CLAD TOILET

COMPARTMENTS

10 21 13.17 PHENOLIC-CORE TOILET COMPARTMENTS

10 21 13.19 PLASTIC TOILET COMPARTMENTS

10 22 33 ACCORDION FOLDING PARTITIONS

10 26 00 WALL AND DOOR PROTECTION

10 28 00 TOILET, BATH, AND LAUNDRY ACCESSORIES

10 43 00 EMERGENCY AID SPECIALTIES

10 44 13 FIRE PROTECTION CABINETS

10 44 16 FIRE EXTINGUISHERS

10 51 13 METAL LOCKERS

10 51 16 WOOD LOCKERS

10 51 23 PLASTIC-LAMINATE-CLAD LOCKERS

10 51 29 PHENOLIC LOCKERS

10 51 43 WIRE MESH STORAGE LOCKERS

10 73 13 AWNINGS

10 73 43 TRANSPORTATION STOP SHELTERS

10 75 16 GROUND-SET FLAGPOLES

10 75 23 WALL-MOUNTED FLAGPOLES

DIVISION 11 - EQUIPMENT

11 11 36 VEHICLE CHARGING EQUIPMENT

11 12 00 PARKING CONTROL EQUIPMENT

11 13 13 LOADING DOCK BUMPERS

11 13 16 LOADING DOCK SEALS AND SHELTERS

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11 30 13 RESIDENTIAL APPLIANCES

11 40 00 FOODSERVICE EQUIPMENT

11 51 23 LIBRARY STACK SYSTEMS

11 52 13 PROJECTION SCREENS

11 52 13.19 REAR PROJECTION SCREENS

11 61 43 STAGE CURTAINS

11 66 23 GYMNASIUM EQUIPMENT

11 66 53 GYMNASIUM DIVIDERS

11 73 00 PATIENT CARE EQUIPMENT

DIVISION 12 - FURNISHINGS

12 21 13 HORIZONTAL LOUVER BLINDS

12 21 16 VERTICAL LOUVER BLINDS

12 22 00 CURTAINS AND DRAPES

12 24 13 ROLLER WINDOW SHADES

12 24 16 PLEATED WINDOW SHADES

12 32 13 MANUFACTURED WOOD-VENEER-FACED

CASEWORK

12 32 16 MANUFACTURED PLASTIC-LAMINATE-CLAD

CASEWORK

12 35 30 RESIDENTIAL CASEWORK

12 35 53.13 METAL LABORATORY CASEWORK

12 35 53.16 PLASTIC-LAMINATE-CLAD LABORATORY

CASEWORK

12 35 53.19 WOOD LABORATORY CASEWORK

12 35 70 HEALTHCARE CASEWORK

12 36 16 METAL COUNTERTOPS

12 36 19 WOOD COUNTERTOPS

12 36 23.13 PLASTIC-LAMINATE-CLAD COUNTERTOPS

12 36 61 SIMULATED STONE COUNTERTOPS

12 66 00 TELESCOPING STANDS

DIVISION 13 - SPECIAL CONSTRUCTION

13 34 19 METAL BUILDING SYSTEMS

DIVISION 14 - CONVEYING EQUIPMENT

14 21 00 ELECTRIC TRACTION ELEVATORS

14 24 00 HYDRAULIC ELEVATORS

14 26 00 LIMITED-USE/LIMITED-APPLICATION

ELEVATORS

FACILITY SERVICES SUBGROUP

DIVISION 21 - FIRE SUPPRESSION

21 05 00 COMMON WORK RESULTS FOR FIRE

SUPPRESSION

21 05 23 GENERAL-DUTY VALVES FOR WATER-BASED

FIRE-SUPPRESSION PIPING

21 05 29 HANGERS AND SUPPORTS FOR FIRE-

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SUPPRESSION PIPING AND EQUIPMENT

21 05 53 IDENTIFICATION FOR FIRE-SUPPRESSION

PIPING AND EQUIPMENT

21 07 00 FIRE-SUPPRESSION SYSTEMS INSULATION

21 10 00 WATER-BASED FIRE-SUPPRESSION SYSTEMS

21 31 13 ELECTRIC-DRIVE, CENTRIFUGAL FIRE PUMPS

21 31 16 DIESEL-DRIVE, CENTRIFUGAL FIRE PUMPS

21 32 13 ELECTRIC-DRIVE, VERTICAL-TURBINE FIRE

PUMPS

21 32 16 DIESEL-DRIVE, VERTICAL-TURBINE FIRE

PUMPS

DIVISION 22 - PLUMBING

22 05 00 COMMON WORK RESULTS FOR PLUMBING

22 05 23 GENERAL-DUTY VALVES FOR PLUMBING

PIPING

22 05 29 HANGERS AND SUPPORTS FOR PLUMBING

PIPING AND EQUIPMENT

22 05 53 IDENTIFICATION FOR PLUMBING PIPING AND

EQUIPMENT

22 07 19 PLUMBING PIPING INSULATION

22 11 16 DOMESTIC WATER PIPING

22 11 17 GRAY-WATER PIPING

22 13 16 SANITARY WASTE AND VENT PIPING

22 32 00 DOMESTIC WATER FILTRATION EQUIPMENT

22 34 00 FUEL-FIRED, DOMESTIC-WATER HEATERS

22 41 00 RESIDENTIAL PLUMBING FIXTURES

22 42 00 COMMERCIAL PLUMBING FIXTURES

22 43 00 HEALTHCARE PLUMBING FIXTURES

22 47 00 DRINKING FOUNTAINS AND WATER COOLERS

22 61 13 COMPRESSED-AIR PIPING FOR LABORATORY

AND HEALTHCARE FACILITIES

22 61 19 COMPRESSED-AIR EQUIPMENT FOR

LABORATORY AND HEALTHCARE FACILITIES

22 62 13 VACUUM PIPING FOR LABORATORY AND

HEALTHCARE FACILITIES

22 62 19 VACUUM EQUIPMENT FOR LABORATORY AND

HEALTHCARE FACILITIES

22 63 13 GAS PIPING FOR LABORATORY AND

HEALTHCARE FACILITIES

22 66 00 CHEMICAL-WASTE SYSTEMS FOR

LABORATORY AND HEALTHCARE FACILITIES

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

23 01 30.52 EXISTING HVAC AIR DISTRIBUTION SYSTEM

CLEANING

23 05 00 COMMON WORK RESULTS FOR HVAC

23 05 23 GENERAL-DUTY VALVES FOR HVAC PIPING

23 05 29 HANGERS AND SUPPORTS FOR HVAC PIPING

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AND EQUIPMENT

23 05 53 IDENTIFICATION FOR HVAC PIPING AND

EQUIPMENT

23 07 13 DUCT INSULATION

23 07 16 HVAC EQUIPMENT INSULATION

23 07 19 HVAC PIPING INSULATION

23 11 13 FACILITY FUEL-OIL PIPING

23 11 23 FACILITY NATURAL-GAS PIPING

23 11 26 FACILITY LIQUEFIED-PETROLEUM GAS PIPING

23 12 13 FACILITY FUEL-OIL PUMPS

23 13 13 FACILITY UNDERGROUND FUEL-OIL STORAGE

TANKS

23 13 23 FACILITY ABOVEGROUND FUEL-OIL STORAGE

TANKS

23 31 13 METAL DUCTS

23 31 16 NONMETAL DUCTS

23 33 00 AIR DUCT ACCESSORIES

23 36 00 AIR TERMINAL UNITS

23 37 13.13 AIR DIFFUSERS

23 37 13.23 REGISTERS AND GRILLES

23 52 13 ELECTRIC BOILERS

23 52 23 CAST-IRON BOILERS

23 52 33 WATER-TUBE BOILERS

23 52 39 FIRE-TUBE BOILERS

23 54 16.13 GAS-FIRED FURNACES

23 54 16.16 OIL-FIRED FURNACES

23 62 00 PACKAGED COMPRESSOR AND CONDENSER

UNITS

23 63 13 AIR-COOLED REFRIGERANT CONDENSERS

23 64 13.13 DIRECT-FIRED ABSORPTION WATER

CHILLERS

23 64 13.16 INDIRECT-FIRED ABSORPTION WATER

CHILLERS

23 64 16 CENTRIFUGAL WATER CHILLERS

23 64 23.13 AIR-COOLED, SCROLL WATER CHILLERS

23 64 23.16 WATER-COOLED, SCROLL WATER CHILLERS

23 64 26.13 AIR-COOLED, ROTARY-SCREW WATER

CHILLERS

23 64 26.16 WATER-COOLED, ROTARY-SCREW WATER

CHILLERS

23 65 13.13 OPEN-CIRCUIT, FORCED-DRAFT COOLING

TOWERS

23 65 13.16 CLOSED-CIRCUIT, FORCED-DRAFT COOLING

TOWERS

23 65 14.13 OPEN-CIRCUIT, INDUCED-DRAFT,

COUNTERFLOW COOLING TOWERS

23 65 14.14 OPEN-CIRCUIT, INDUCED-DRAFT,

CROSSFLOW COOLING TOWERS

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23 65 14.16 CLOSED-CIRCUIT, INDUCED-DRAFT,

COUNTERFLOW COOLING TOWERS

23 65 14.17 CLOSED-CIRCUIT, INDUCED-DRAFT,

COMBINED-FLOW COOLING TOWERS

23 73 13.13 INDOOR, BASIC AIR-HANDLING UNITS

23 73 13.16 INDOOR, SEMI-CUSTOM AIR-HANDLING UNITS

23 73 33.16 INDOOR, INDIRECT, GAS-FIRED HEATING AND

VENTILATING UNITS

23 73 39 INDOOR, DIRECT-FIRED HEATING AND

VENTILATING UNITS

23 73 43.16 OUTDOOR, SEMI-CUSTOM AIR-HANDLING

UNITS

23 81 13.11 PACKAGED TERMINAL AIR-CONDITIONERS,

THROUGH-WALL UNITS

23 81 13.12 PACKAGED TERMINAL AIR-CONDITIONERS,

FREESTANDING UNITS

23 81 13.13 PACKAGED TERMINAL AIR-CONDITIONERS,

OUTDOOR, WALL-MOUNTED UNITS

23 81 19 SELF-CONTAINED AIR-CONDITIONERS

23 82 23 UNIT VENTILATORS

23 82 29 RADIATORS

23 82 39.13 CABINET UNIT HEATERS

23 82 39.19 WALL AND CEILING UNIT HEATERS

DIVISION 26 - ELECTRICAL

26 00 10 SUPPLEMENTAL REQUIREMENTS FOR

ELECTRICAL

26 05 13 MEDIUM-VOLTAGE CABLES

26 05 19 LOW-VOLTAGE ELECTRICAL POWER

CONDUCTORS AND CABLES

26 05 26 GROUNDING AND BONDING FOR ELECTRICAL

SYSTEMS

26 05 29 HANGERS AND SUPPORTS FOR ELECTRICAL

SYSTEMS

26 05 33.13 CONDUITS FOR ELECTRICAL SYSTEMS

26 05 33.16 BOXES AND COVERS FOR ELECTRICAL

SYSTEMS

26 05 33.23 SURFACE RACEWAYS FOR ELECTRICAL

SYSTEMS

26 05 36 CABLE TRAYS FOR ELECTRICAL SYSTEMS

26 05 44 SLEEVES AND SLEEVE SEALS FOR

ELECTRICAL RACEWAYS AND CABLING

26 05 53 IDENTIFICATION FOR ELECTRICAL SYSTEMS

26 08 00 COMMISSIONING OF ELECTRICAL SYSTEMS

26 13 26 MEDIUM-VOLTAGE METAL-CLAD SWITCHGEAR

26 13 29 MEDIUM-VOLTAGE COMPARTMENTALIZED

SWITCHGEAR

26 22 13 LOW-VOLTAGE DISTRIBUTION

TRANSFORMERS

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26 22 16 LOW-VOLTAGE BUCK-BOOST

TRANSFORMERS

26 23 00 LOW-VOLTAGE SWITCHGEAR

26 23 13 PARALLELING LOW-VOLTAGE SWITCHGEAR

26 24 13 SWITCHBOARDS

26 24 16 PANELBOARDS

26 25 00 LOW-VOLTAGE ENCLOSED BUS ASSEMBLIES

26 27 13 ELECTRICITY METERING

26 27 26 WIRING DEVICES

26 27 26.11 GENERAL-USE SWITCHES, DIMMER

SWITCHES, AND FAN-SPEED CONTROLLER

SWITCHES

26 27 26.31 GENERAL-GRADE SINGLE STRAIGHT-BLADE

RECEPTACLES

26 27 26.33 GENERAL-GRADE DUPLEX STRAIGHT-BLADE

RECEPTACLES

26 27 26.37 RECEPTACLES WITH ARC-FAULT AND

GROUND-FAULT PROTECTIVE DEVICES

26 32 13.13 DIESEL-ENGINE-DRIVEN GENERATOR SETS

26 32 13.16 GAS-ENGINE-DRIVEN GENERATOR SETS

26 32 13.19 BI-FUEL-ENGINE-DRIVEN GENERATOR SETS

26 41 13 LIGHTNING PROTECTION FOR STRUCTURES

26 43 13 SURGE PROTECTIVE DEVICES FOR LOW-

VOLTAGE ELECTRICAL POWER CIRCUITS

26 50 00 LIGHTING

26 55 61 THEATRICAL LIGHTING

26 55 68 ATHLETIC FIELD LIGHTING

DIVISION 27 - COMMUNICATIONS

27 05 28 PATHWAYS FOR COMMUNICATIONS SYSTEMS

27 11 00 COMMUNICATIONS EQUIPMENT ROOM

FITTINGS

27 13 13 COMMUNICATIONS COPPER BACKBONE

CABLING

27 13 23 COMMUNICATIONS OPTICAL FIBER

BACKBONE CABLING

27 13 33 COMMUNICATIONS COAXIAL BACKBONE

CABLING

27 15 13 COMMUNICATIONS COPPER HORIZONTAL

CABLING

27 15 23 COMMUNICATIONS OPTICAL FIBER

HORIZONTAL CABLING

27 15 33 COMMUNICATIONS COAXIAL HORIZONTAL

CABLING

27 16 11 COMMUNICATIONS HYBRID CABLING

27 41 33 MASTER ANTENNA TELEVISION SYSTEM

27 51 16 PUBLIC ADDRESS SYSTEMS

27 51 23.20 COMMERCIAL INTERCOMMUNICATIONS AND

PROGRAM SYSTEMS

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27 51 23.50 EDUCATIONAL INTERCOMMUNICATIONS AND

PROGRAM SYSTEMS

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 13 00 ACCESS CONTROL SOFTWARE AND

DATABASE MANAGEMENT

28 14 00 ACCESS CONTROL SYSTEM HARDWARE

28 15 15 ELECTRIFIED LOCKING DEVICES AND

ACCESSORIES

28 20 00 VIDEO SURVEILLANCE

28 31 00 INTRUSION DETECTION

28 46 00 FIRE DETECTION AND ALARM

DIVISION 31 - EARTHWORK

31 10 00 SITE CLEARING

31 20 00 EARTH MOVING

31 50 00 EXCAVATION SUPPORT AND PROTECTION

31 62 13 CONCRETE PILES

31 62 16 STEEL PILES

31 62 19 TIMBER PILES

31 62 23 COMPOSITE PILES

31 63 16 AUGER CAST GROUT PILES

31 63 29 DRILLED CONCRETE PIERS AND SHAFTS

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 12 16 ASPHALT PAVING

32 12 23 IMPRINTED ASPHALT

32 13 13 CONCRETE PAVING

32 14 00 UNIT PAVING

32 14 43 POROUS UNIT PAVING

32 17 23 PAVEMENT MARKINGS

32 17 26 TACTILE WARNING SURFACING

32 18 13 SYNTHETIC GRASS SURFACING

32 18 16.13 PLAYGROUND PROTECTIVE SURFACING

32 31 13 CHAIN LINK FENCES AND GATES

32 33 00 SITE FURNISHINGS

32 84 00 PLANTING IRRIGATION

32 92 00 TURF AND GRASSES

32 93 00 PLANTS

DIVISION 33 - UTILITIES

33 05 00 COMMON WORK RESULTS FOR UTILITIES

33 11 13 POTABLE WATER SUPPLY WELLS

33 14 15 SITE WATER DISTRIBUTION PIPING

33 31 15 SITE SANITARY SEWERAGE PIPING

33 42 00 STORMWATER CONVEYANCE

33 46 00 SUBDRAINAGE

33 71 49.13 OVERHEAD MEDIUM-VOLTAGE WIRING

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END OF TABLE OF CONTENTS

CA-TS-01 STRUCTURE DEMOLITION

02 41 16 - 1

SECTION 02 41 16 - STRUCTURE DEMOLITION

PART 1 - GENERAL

1.1 SUMMARY

A. The Work of this Section Includes:

1. Demolition and removal of buildings or structures.

2. Demolition and removal of site improvements.

3. Abandoning in-place below-grade construction.

4. Removing below-grade construction.

5. Disconnecting, capping or sealing, and abandoning in-place site utilities.

6. Disconnecting, capping or sealing, and removing site utilities.

7. Salvaging items for reuse by Owner.

1.2 PREINSTALLATION MEETINGS

A. Predemolition Conference: Conduct conference at Project site.

1. Inspect and discuss condition of construction to be demolished.

2. Review structural load limitations of existing structures.

3. Review and finalize building demolition schedule and verify availability of demolition personnel, equipment, and facilities needed to make progress and avoid delays.

4. Review and finalize protection requirements.

5. Review procedures for noise control and dust control.

6. Review procedures for protection of adjacent buildings.

7. Review storage, protection, and accounting for items to be salvaged and returned to Owner.

1.3 INFORMATIONAL SUBMITTALS

A. Engineering Survey: Submit engineering survey of condition of building.

B. Survey of Existing Conditions: Submit survey.

C. Schedule of Building Demolition Activities: Indicate the following:

1. Detailed sequence of demolition work, with starting and ending dates for each activity.

2. Temporary interruption of utility services. Indicate how long services will be interrupted.

3. Coordination for shutoff and capping of utility services.

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02 41 16 - 2

1.4 CLOSEOUT SUBMITTALS

A. Inventory: Submit a list of items that have been removed and salvaged.

1.5 QUALITY ASSURANCE

A. Specialty Demolition Contractor Qualifications: A competent person who has training, knowledge, or experience in the use of each type of blasting method used and in the field of transporting, storing, handling, and using explosives; and has a working knowledge of state and local laws and regulations pertaining to explosives.

1.6 FIELD CONDITIONS

A. Buildings to be demolished will be vacated and their use discontinued before start of the Work.

B. Buildings immediately adjacent to demolition area will be occupied. Conduct building demolition so operations of occupied buildings will not be disrupted.

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

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

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

C. Hazardous Materials:

1. It is not expected that hazardous materials will be encountered in the Work.

a. Hazardous materials will be removed by Owner before start of the Work.

b. If materials suspected of containing hazardous materials are encountered, do not disturb; immediately notify Architect and Owner. Hazardous materials will be removed by Owner under a separate contract.

D. On-site sale of removed items or materials is not permitted.

PART 2 - PRODUCTS

2.1 PERFORMANCE REQUIREMENTS

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

B. Standards: Comply with ANSI/ASSP A10.6 and NFPA 241.

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02 41 16 - 3

2.2 SOIL MATERIALS

A. Satisfactory Soils: Comply with requirements in Section 312000 "Earth Moving."

PART 3 - EXECUTION

3.1 EXAMINATION

A. Verify that utilities have been disconnected and capped before starting demolition operations.

B. Review Project Record Documents of existing construction or other existing condition and hazardous material information provided by Owner. Owner does not guarantee that existing conditions are same as those indicated in Project Record Documents.

C. Perform an engineering survey of condition of building to determine whether removing any element might result in structural deficiency or unplanned collapse of any portion of structure or adjacent structures during building demolition operations.

D. Steel Tendons: Locate tensioned steel tendons and include recommendations for de-tensioning.

E. Verify that hazardous materials have been remediated before proceeding with building demolition operations.

3.2 PREPARATION

A. Existing Facilities: Protect adjacent walkways, loading docks, building entries, and other building facilities during demolition operations. Maintain exits from existing buildings.

B. Temporary Shoring: Provide and maintain interior and exterior shoring, bracing, or structural support to preserve stability and prevent unexpected movement or collapse of construction being demolished.

1. Strengthen or add new supports when required during progress of demolition.

C. Temporary Protection: Erect temporary protection, such as walks, fences, railings, canopies, and covered passageways, where required by authorities having jurisdiction and as indicated. Comply with requirements in Section 015000 "Temporary Facilities and Controls."

1. Protect adjacent buildings and facilities from damage due to demolition activities.

2. Protect existing site improvements, appurtenances, and landscaping to remain.

3. Erect a plainly visible fence around drip line of individual trees or around perimeter drip line of groups of trees to remain.

4. Provide temporary barricades and other protection required to prevent injury to people and damage to adjacent buildings and facilities to remain.

5. Provide protection to ensure safe passage of people around building demolition

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02 41 16 - 4 area and to and from occupied portions of adjacent buildings and structures.

6. Protect walls, windows, roofs, and other adjacent exterior construction that are to remain and that are exposed to building demolition operations.

7. Erect and maintain dustproof partitions and temporary enclosures to limit dust, noise, and dirt migration to occupied portions of adjacent buildings.

D. Existing Utilities to Remain: Maintain utility services to remain and protect against damage during demolition operations.

1. Do not interrupt existing utilities serving adjacent occupied or operating facilities unless authorized in writing by Owner and authorities having jurisdiction.

2. Provide temporary services during interruptions to existing utilities, as acceptable to Owner and authorities having jurisdiction.

a. Provide at least 72 hours' notice to occupants of affected buildings if shutdown of service is required during changeover.

E. Existing Utilities to Be Disconnected: Locate, identify, disconnect, and seal or cap off utilities serving buildings and structures to be demolished.

1. Owner will arrange to shut off utilities when requested by Contractor.

2. Arrange to shut off utilities with utility companies.

3. If disconnection of utility services will affect adjacent occupied buildings, then provide temporary utilities that bypass buildings and structures to be demolished and that maintain continuity of service to other buildings and structures.

4. Cut off pipe or conduit a minimum of 24 inches below grade at or outside the building or structure to be demolished and cap, valve, or plug and seal remaining portion of pipe or conduit after bypassing in accordance with requirements of authorities having jurisdiction.

5. Do not start demolition work until utility disconnecting and sealing have been completed and verified in writing by authorities having jurisdiction.

F. Refrigerant: Before starting demolition, remove refrigerant from mechanical equipment in accordance with 40 CFR 82 and regulations of authorities having jurisdiction.

3.3 DEMOLITION, GENERAL

A. General: Demolish indicated buildings and site improvements completely. Use methods required to complete the Work within limitations of governing regulations and as follows:

1. Do not use cutting torches until work area is cleared of flammable materials.

Maintain portable fire-suppression devices during flame-cutting operations.

2. Maintain adequate ventilation when using cutting torches.

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

B. Site Access and Temporary Controls: Conduct building demolition and debris-removal operations to ensure minimum interference with roads, streets, walks, walkways, and other adjacent occupied and used facilities.

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02 41 16 - 5

1. Do not close or obstruct streets, walks, walkways, or other adjacent occupied or used facilities without permission from Owner and authorities having jurisdiction.

Provide alternate routes around closed or obstructed trafficways if required by authorities having jurisdiction.

2. Use water mist and other suitable methods to limit spread of dust and dirt.

Comply with governing environmental-protection regulations. Do not use water when it may damage adjacent construction or create hazardous or objectionable conditions, such as ice, flooding, and pollution.

C. Explosives: Use of explosives is not permitted.

3.4 SITE RESTORATION

A. Below-Grade Areas:

1. Rough grade below-grade areas ready for further excavation or new construction.

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

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

3.5 REPAIRS

A. Promptly repair damage to adjacent buildings caused by demolition operations.

3.6 DISPOSAL OF DEMOLISHED MATERIALS

A. Remove demolition waste materials from Project site and dispose of them in an EPA-approved construction and demolition waste landfill acceptable to authorities having jurisdiction.

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

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

B. Do not burn demolished materials.

3.7 CLEANING

A. Clean adjacent structures and improvements of dust, dirt, and debris caused by building demolition operations. Return adjacent areas to condition existing before building demolition operations began.

1. Clean roadways of debris caused by debris transport.

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02 41 16 - 6

END OF SECTION 02 41 16

CA-TS-01 SELECTIVE DEMOLITION

02 41 19 - 1

SECTION 02 41 19 - SELECTIVE DEMOLITION

PART 1 - GENERAL

1.1 SUMMARY

A. The Work of this Section Includes:

1. Demolition and removal of selected portions of exterior or interior of building or structure and site elements.

2. Removal and salvage of existing items for delivery to Owner and removal of existing items for reinstallation.

1.2 MATERIALS OWNERSHIP

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

1.3 COORDINATION

A. Arrange selective demolition schedule so as not to interfere with Owner's operations.

1.4 PREINSTALLATION MEETINGS

A. Predemolition Conference: Conduct conference at Project site.

1. Inspect and discuss condition of construction to be selectively demolished.

2. Review structural load limitations of existing structure.

3. Review requirements of work performed by other trades that rely on substrates exposed by selective demolition operations.

4. Review areas where existing construction is to remain and requires protection.

5. Review and finalize protection requirements.

6. Review procedures for noise control and dust control.

7. Review storage, protection, and accounting for items to be removed for salvage or reinstallation.

1.5 INFORMATIONAL SUBMITTALS

A. Survey of Existing Conditions: Submit survey.

B. Proposed Protection Measures: Submit report, including Drawings, that indicates the measures proposed for protecting individuals and property [, for environmental protection][, for dust control][and][, for noise control]. Indicate proposed locations and construction of barriers.

C. Schedule of Selective Demolition Activities: Indicate the following:

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1. Detailed sequence of selective demolition and removal work, with starting and ending dates for each activity. Ensure Owner's on-site operations are uninterrupted.

2. Temporary interruption of utility services. Indicate how long utility services will be interrupted.

3. Coordination for shutoff, capping, and continuation of utility services.

4. Use of elevator and stairs.

5. Coordination of Owner's continuing occupancy of portions of existing building and of Owner's partial occupancy of completed Work.

D. Statement of Refrigerant Recovery: Signed by refrigerant recovery technician responsible for recovering refrigerant, stating that all refrigerant that was present was recovered and that recovery was performed in accordance with EPA regulations.

Include name and address of technician and date refrigerant was recovered.

E. Warranties: Documentation indicating that existing warranties are still in effect after completion of selective demolition.

1.6 CLOSEOUT SUBMITTALS

A. Inventory: Submit a list of items that have been removed and salvaged.

1.7 QUALITY ASSURANCE

A. Refrigerant Recovery Technician Qualifications: [Type I][Type II][Type III][Universal] certified by an EPA-approved certification program.

1.8 FIELD CONDITIONS

A. Hazardous Materials:

1. It is not expected that hazardous materials will be encountered in the Work.

a. Hazardous materials will be removed by Owner before start of the Work.

b. If materials suspected of containing hazardous materials are encountered, do not disturb; immediately notify Architect and Owner. Hazardous materials will be removed by Owner under a separate contract.

B. On-site sale of removed items or materials is not permitted.

1.9 WARRANTY

A. Existing Warranties: Remove, replace, patch, and repair materials and surfaces cut or damaged during selective demolition, by methods and with materials and using approved contractors so as not to void existing warranties. Notify warrantor before proceeding. Existing warranties include the following:

B. Notify warrantor on completion of selective demolition, and obtain documentation

CA-TS-01 SELECTIVE DEMOLITION

02 41 19 - 3 verifying that existing system has been inspected and warranty remains in effect.

Submit documentation at Project closeout.

PART 2 - PRODUCTS

2.1 PERFORMANCE REQUIREMENTS

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

B. Standards: Comply with ANSI/ASSP A10.6 and NFPA 241.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Verify that utilities have been disconnected and capped before starting selective demolition operations.

B. Review Project Record Documents of existing construction or other existing condition and hazardous material information provided by Owner. Owner does not guarantee that existing conditions are same as those indicated in Project Record Documents.

C. [Perform][Engage a professional engineer to perform] an engineering survey of condition of building to determine whether removing any element might result in structural deficiency or unplanned collapse of any portion of structure or adjacent structures during selective building demolition operations.

1. Perform surveys as the Work progresses to detect hazards resulting from selective demolition activities.

D. Steel Tendons: Locate tensioned steel tendons and include recommendations for de-tensioning.

E. Verify that hazardous materials have been remediated before proceeding with building demolition operations.

F. Survey of Existing Conditions: Record existing conditions by use of preconstruction photographs or video [, measured drawings][and][templates]. Comply with Section 013233 "Photographic Documentation."

1. Inventory and record the condition of items to be removed for salvage or reinstallation. Photograph or video conditions that might be misconstrued as damage caused by removal.

2. Photograph or video existing conditions of adjoining construction including finish surfaces, that might be misconstrued as damage caused by selective demolition operations or removal of items for salvage or reinstallation.

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02 41 19 - 4

3.2 PREPARATION

A. Temporary Shoring: Design, provide, and maintain shoring, bracing, and structural supports as required to preserve stability and prevent movement, settlement, or collapse of construction and finishes to remain, and to prevent unexpected or uncontrolled movement or collapse of construction being demolished.

1. Strengthen or add new supports when required during progress of selective demolition.

B. Temporary Protection: Provide temporary barricades and other protection required to prevent injury to people and damage to adjacent buildings and facilities to remain.

1. Provide protection to ensure safe passage of people around selective demolition area and to and from occupied portions of building.

2. Provide temporary weather protection, during interval between selective demolition of existing construction on exterior surfaces and new construction, to prevent water leakage and damage to structure and interior areas.

3. Protect walls, ceilings, floors, and other existing finish work that are to remain or that are exposed during selective demolition operations.

4. Cover and protect furniture, furnishings, and equipment that have not been removed.

5. Comply with requirements for temporary enclosures, dust control, heating, and cooling specified in Section 015000 "Temporary Facilities and Controls."

C. Existing Items to Remain: Protect construction indicated to remain against damage and soiling during selective demolition. When permitted by Architect, items may be removed to a suitable, protected storage location and cleaned and reinstalled in their original locations after selective demolition operations are complete.

3.3 UTILITY SERVICES AND BUILDING SYSTEMS

A. Existing Services/Systems to Remain: Maintain utilities and building systems and equipment to remain and protect against damage during selective demolition operations.

1. Maintain fire-protection facilities in service during selective demolition operations.

B. Existing Services/Systems to Be Removed, Relocated, or Abandoned: Locate, identify, disconnect, and seal or cap off utilities and building systems serving areas to be selectively demolished.

1. Owner will arrange to shut off indicated utilities when requested by Contractor.

2. Arrange to shut off utilities with utility companies.

3. If disconnection of utilities and building systems will affect adjacent occupied parts of the building, provide temporary services/systems that bypass area of selective demolition and that maintain continuity of services/systems to those parts of the building.

4. Demolish and remove existing building systems, equipment, and components indicated on Drawings to be removed.

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02 41 19 - 5

a. Piping to Be Removed: Remove portion of piping indicated to be removed and cap or plug remaining piping with same or compatible piping material.

b. Ducts to Be Removed: Remove portion of ducts indicated to be removed and plug remaining ducts with same or compatible ductwork material.

c. Equipment to Be Removed: Disconnect and cap services and remove equipment and components.

5. Abandon existing building systems, equipment, and components indicated on Drawings to be abandoned in place.

a. Piping to Be Abandoned in Place: Drain piping and cap or plug piping with same or compatible piping material and leave in place.

b. Ducts to Be Abandoned in Place: Cap or plug ducts with same or compatible ductwork material and leave in place.

6. Remove and reinstall/salvage existing building systems, equipment, and components indicated on drawings to be removed and reinstalled or removed and salvaged:

a. Equipment to Be Removed and Reinstalled: Disconnect and cap services and remove, clean, and store equipment and components; when appropriate, reinstall, reconnect, and make equipment operational.

b. Equipment to Be Removed and Salvaged: Disconnect and cap services and remove equipment and components and deliver to Owner.

3.4 SALVAGE/REINSTALL

A. Removed and Salvaged Items:

1. Clean salvaged items.

2. Pack or crate items after cleaning. Identify contents of containers with label indicating elements, date of removal, quantity, and location where removed.

3. Store items in a secure area until delivery to Owner.

4. Protect items from damage during transport and storage.

B. Removed and Reinstalled Items:

1. Clean and repair items to functional condition adequate for intended reuse.

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

3. Protect items from damage during transport and storage.

4. Reinstall items in locations indicated. Comply with installation requirements for new materials and equipment. Provide connections, supports, and miscellaneous materials necessary to make item functional for use indicated.

3.5 SELECTIVE DEMOLITION, GENERAL

A. General: Demolish and remove existing construction only to extent required by new construction and as indicated. Use methods required to complete the Work within limitations of governing regulations and as follows:

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02 41 19 - 6

1. Proceed with selective demolition systematically, from higher to lower level.

Complete selective demolition operations above each floor or tier before disturbing supporting members on the next lower level.

2. Neatly cut openings and holes plumb, square, and true to dimensions required.

Use cutting methods least likely to damage construction to remain or adjoining construction. Use hand tools or small power tools designed for sawing or grinding, not hammering and chopping. Temporarily cover openings to remain.

3. Cut or drill from the exposed or finished side into concealed surfaces to avoid marring existing finished surfaces.

4. Do not use cutting torches until work area is cleared of flammable materials. At concealed spaces, such as duct and pipe interiors, verify condition and contents of hidden space before starting flame-cutting operations. Maintain portable fire-suppression devices during flame-cutting operations.

5. Maintain adequate ventilation when using cutting torches.

6. Remove decayed, vermin-infested, or otherwise dangerous or unsuitable materials and promptly dispose of off-site.

7. Remove structural framing members and lower to ground by method suitable to avoid free fall and to prevent ground impact or dust generation.

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

B. Site Access and Temporary Controls: Conduct selective demolition and debris-removal operations to ensure minimum interference with roads, streets, walks, walkways, and other adjacent occupied and used facilities.

1. Do not close or obstruct streets, walks, walkways, or other adjacent occupied or used facilities without permission from Owner and authorities having jurisdiction.

Provide alternate routes around closed or obstructed trafficways if required by authorities having jurisdiction.

2. Use water mist and other suitable methods to limit spread of dust and dirt.

Comply with governing environmental-protection regulations. Do not use water when it may damage adjacent construction or create hazardous or objectionable conditions, such as ice, flooding, and pollution.

3.6 DISPOSAL OF DEMOLISHED MATERIALS

A. Remove demolition waste materials from Project site and dispose of them in an EPA-approved construction and demolition waste landfill acceptable to authorities having jurisdiction.

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

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

3. Remove debris from elevated portions of building by chute, hoist, or other device that will convey debris to grade level in a controlled descent.

4. Comply with requirements specified in Section 017419 "Construction Waste

Management and Disposal."

B. Burning: Do not burn demolished materials.

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02 41 19 - 7

3.7 CLEANING

A. Clean adjacent structures and improvements of dust, dirt, and debris caused by selective demolition operations. Return adjacent areas to condition existing before selective demolition operations began.

END OF SECTION 02 41 19

CA-TS-01 CONCRETE FORMING AND

ACCESSORIES

03 10 00 - 1

SECTION 03 10 00 - CONCRETE FORMING AND ACCESSORIES

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes:

1. Form-facing materials.

2. Form liners.

3. Waterstops.

1.2 ACTION SUBMITTALS

A. Product Data: For each type of product.

1.3 INFORMATIONAL SUBMITTALS

A. Minutes of preinstallation conference.

1.4 DELIVERY, STORAGE, AND HANDLING

A. Form Liners: Store form liners under cover to protect from sunlight.

B. Waterstops: Store waterstops under cover to protect from moisture, sunlight, dirt, oil, and other contaminants.

PART 2 - PRODUCTS

2.1 PERFORMANCE REQUIREMENTS

A. Concrete Formwork: Design, engineer, erect, shore, brace, and maintain formwork, shores, and reshores in accordance with ACI 301, to support vertical, lateral, static, and dynamic loads, and construction loads that might be applied, until structure can support such loads, so that resulting concrete conforms to the required shapes, lines, and dimensions.

1. Design wood panel forms in accordance with APA's "Concrete Forming Design/Construction Guide."

2. Design formwork to limit deflection of form-facing material to 1/240 of center-to-center spacing of supports.

a. For architectural concrete specified in Section 033300 "Architectural Concrete," limit deflection of form-facing material, studs, and walers to

CA-TS-01 CONCRETE FORMING AND

ACCESSORIES

03 10 00 - 2

0.0025 times their respective clear spans (L/400).

B. Design, engineer, erect, shore, brace, and maintain insulating concrete forms in accordance with ACI 301, to support vertical, lateral, static, and dynamic loads, and construction loads that might be applied, until structure can support such loads, so that resulting concrete conforms to the required shapes, lines, and dimensions.

2.2 FORM-FACING MATERIALS

A. As-Cast Surface Form-Facing Material:

1. Provide continuous, true, and smooth concrete surfaces.

2. Furnish in largest practicable sizes to minimize number of joints.

3. Acceptable Materials: As required to comply with Surface Finish designations specified in Section 033000 "Cast-in-Place Concrete, and as follows:

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

b. Exterior-grade plywood panels, suitable for concrete forms, complying with

DOC PS 1, and as follows:

1) APA HDO (high-density overlay).

2) APA MDO (medium-density overlay); mill-release agent treated and edge sealed.

3) APA Structural 1 Plyform, B-B or better; mill oiled and edge sealed.

4) APA Plyform Class I, B-B or better; mill oiled and edge sealed.

B. Concealed Surface Form-Facing Material: Lumber, plywood, metal, plastic, or another approved material.

1. Provide lumber dressed on at least two edges and one side for tight fit.

C. Forms for Cylindrical Columns, Pedestals, and Supports: Metal, glass-fiber-reinforced plastic, paper, or fiber tubes that produce surfaces without spiral or vertical seams not exceeding specified formwork surface class.

1. Provide forms with sufficient wall thickness to resist plastic concrete loads without detrimental deformation.

D. Pan-Type Forms: Glass-fiber-reinforced plastic or formed steel, stiffened to resist plastic concrete loads without detrimental deformation, with straight end forms.

E. Void Forms: Biodegradable paper surface, treated for moisture resistance, structurally sufficient to support weight of plastic concrete and other superimposed loads.

2.3 FORM LINERS

A. Form Liners: Architectural finish pattern on the concrete surface can be achieved by attaching form liners to the inside faces of form-facing materials.

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ACCESSORIES

03 10 00 - 3

1. Face Pattern: Smooth.

2.4 WATERSTOPS

A. Flexible Rubber Waterstops: U.S. Army Corps of Engineers' CE CRD-C 513, for embedding in concrete to prevent passage of fluids through joints, with factory-fabricated corners, intersections, and directional changes.

1. Profile: Flat dumbbell without center bulb.

2. Dimensions: 4 by 3/16 inch thick; nontapered.

B. Self-Expanding Butyl Strip Waterstops: Manufactured rectangular or trapezoidal strip, butyl rubber with sodium bentonite or other hydrophilic polymers, for adhesive bonding to concrete, 3/4 by 1 inch.

2.5 RELATED MATERIALS

A. Reglets: Fabricate reglets of not less than 0.022-inch- thick, galvanized-steel sheet.

Temporarily fill or cover face opening of reglet to prevent intrusion of concrete or debris.

B. Dovetail Anchor Slots: Hot-dip galvanized-steel sheet, not less than 0.034 inch thick, with bent tab anchors. Temporarily fill or cover face opening of slots to prevent intrusion of concrete or debris.

C. Chamfer Strips: Wood, metal, PVC, or rubber strips, 3/4 by 3/4 inch, minimum.

D. Rustication Strips: Wood, metal, PVC, or rubber strips, kerfed for ease of form removal.

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

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

2. Form release agent for form liners to be acceptable to form liner manufacturer.

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

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

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

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

G. Sealant: One-part moisture cure silicone sealant used with form liners.

CA-TS-01 CONCRETE FORMING AND

ACCESSORIES

03 10 00 - 4

PART 3 - EXECUTION

3.1 INSTALLATION OF FORMWORK

A. Comply with ACI 301.

B. Construct formwork, so concrete members and structures are of size, shape, alignment, elevation, and position indicated, within tolerance limits of ACI 117 and to comply with the Surface Finish…