W912PL-20-R-0004_Specifications_Solicitation_VOL3_ParkingGarage.pdf

RFP No. W912PL-20-R-0004

U.S. ARMY CORPS

OF ENGINEERS

LOS ANGELES DISTRICT

Spinal Cord Injury (SCI) / Community Living Center (CLC) Building and New Parking Structure

Veterans Affairs (VA) San Diego San Diego County, California

Request for Proposal

Design-Bid-Build Unrestricted Best Value Trade Off

Construction Solicitation and Specifications

SOLICITATION – SPECIFICATIONS VOLUME 3

October 2019

PROJECT MANUAL

SPECIFICATIONS

SEISMIC DEFICIENCIES – SCI AND CLC HOSPITAL

SDVA PARKING GARAGE- PHASE 3

3350 LA JOLLA VILLAGE DR. SAN DIEGO, CA. 92037

U.S. DEPARTMENT OF VETERAN AFFAIRS

ISSUE FOR BID 09/26/2018

Project Number: 664-401

Clearance 8'-2"

PREPARED BY

International Parking Design, Inc.

2 Faraday, Suite 101

Irvine, CA 92618

PHASE III

Volume 3

Divisions 0 -33

07/19/2019

DVA, Project 664-401, SCI/CLC and Parking Garage San Diego, CA

W912PL-20-R-0004

00 01 05 00 01 10 00 10 00 00 20 00

00 21 16 INSTRUCTIONS TO PROPOSERS

00 22 16 SUPPLEMENTARY INSTRUCTIONS TO PROPOSERS

00 45 00 REPRESENTATIONS AND CERTIFICATIONS

00 70 00 00 73 00 00 73 46

00 91 00 REQUEST FOR INFORMATION (RFI) RESPONSES

01 11 00 01 22 00 01 32 01

01 32 23 PHOTOGRAPHIC DOCUMENTATION

01 33 00 01 33 29

01 35 13 SPECIAL PROJECT PROCEDURES - HEALTHCARE FACILITIES

01 35 26

01 35 46 PROJECT PROCEDURES FOR INDOOR AIR QUALITY CONTROL (IAQ)

01 42 00

01 43 39 MOCK-UPS

01 43 43 COORDINATION DRAWINGS

01 45 00 01 45 01 01 45 29 01 45 35

01 50 00 01 50 01 01 57 19 01 74 19

01 78 00

01 78 23 OPERATION AND MAINTENANCE DATA

01 91 00 GENERAL COMMISIONING REQUIREMENTS

VOLUME 1 - HOSPITAL AND PARKING GARAGE

SECTION 00 01 10

TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

WAGE DETERMINATION (RATES)

CONTRACT LINE ITEM NUMBER (CLIN) SCHEDULE

CERTIFICATION PAGE

SF-1442

TABLE OF CONTENTS

INSTRUCTIONS FOR PROCUREMENT

CONDITIONS OF THE CONTRACT

SUPPLEMENTARY CONDITONS

DIVISION 01 - GENERAL REQUIREMENTS

SUMMARY OF WORK

PRICE AND PAYMENT PROCEDURES

PROJECT SCHEDULE

SUBMITTAL PROCEDURES

SUSTAINABILITY REPORTING

GOVERNMENTAL SAFETY REQUIREMENTS

SOURCES FOR REFERENCE PUBLICATIONS

QUALITY CONTROL

TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

TEMPORARY ENVIRONMENTAL CONTROLS

CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

CLOSEOUT SUBMITTALS

RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM)

TESTING LABORATORY SERVICES

SPECIAL INSPECTIONS

GOVERNMENT PROJECT OFFICE

31 October 2019

TABLE OF CONTENTS PAGE 1

Solicitation

W912PL-20-R-0004

DIVISION 02 - EXISTING CONDITIONS

02 41 00 02 82 11 02 83 33.13

DIVISION 03 - CONCRETE

03 01 00 MAINTENANCE OF CONCRETE

03 30 00 03 30 53

DIVISION 04 - MASONRY

04 05 13 MASONRY MORTARING

04 05 16

04 20 00 UNIT MASONRY

DIVISION 05 - METALS

05 12 00

05 31 00 STEEL DECKING

05 36 00 COMPOSITE METAL DECKING

05 40 00 05 50 00 05 51 00 05 73 00

DIVISION 06 - WOOD, PLASTICS AND COMPOSITES

06 10 00 06 16 63 06 20 00

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 01 50.19

07 08 00

07 13 00 ELASTOMERIC SHEET MEMBRANE WATERPROOFING

07 14 16 COLD FLUID-APPLIED WATERPROOFING

07 14 18

07 21 13 THERMAL INSULATION

07 26 16 INTREGALLY-BONDED UNDERSLAB VAPOR RETARDER

07 27 26 07 27 27 07 40 00

VOLUME 2 - HOSPITAL SPECIFICATIONS

FACILITY EXTERIOR CLOSURE COMMISSIONING

WATER TANK WATERPROOFING

FLUID-APPLIED MEMBRANE AIR BARRIER, VAPOR PERMEABLE

FLUID-APPLIED MEMBRANE AIR BARRIER, VAPOR RETARDING

ROOFING AND SIDING PANELS

DECORATIVE METAL RAILINGS

ROUGH CARPENTRY

CEMENTITIOUS SHEATHING

FINISH CARPENTRY

PREPARATION FOR RE-ROOFING

MASONRY GROUTING

STRUCTURAL STEEL FRAMING

COLD-FORMED METAL FRAMING

METAL FABRICATIONS

METAL STAIRS

DEMOLITION

TRADITIONAL ASBESTOS ABATEMENT

LEAD-BASED PAINT REMOVAL AND DISPOSAL

CAST-IN-PLACE CONCRETE

SITE WORK CAST-IN-PLACE CONCRETE

31 October 2019

TABLE OF CONTENTS PAGE 2

W912PL-20-R-0004

07 50 50 07 54 19

07 60 00

07 71 00 ROOF SPECIALTIES

07 71 13 PREMANUFACTURED COPING AND EDGE SYSTEMS

07 72 00

07 76 16 ROOF PAVER SYSTEM

07 81 00 APPLIED FIREPROOFING

07 84 00 07 92 00 07 95 13

DIVISION 08 - OPENINGS

08 11 13

08 14 00

08 17 10 INTEGRATED DOOR ASSEMBLIES

08 31 13 ACCESS DOORS AND FRAMES

08 34 86

08 36 14 BI-FOLDING SECTIONAL OVERHEAD DOORS

08 41 13 ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS

08 41 26 08 42 29 08 42 43 08 44 13 08 45 10

08 51 13

08 71 00 DOOR HARDWARE

08 71 00.01 DOOR HARDWARE SCHEDULE

08 71 13 08 71 13.11 08 80 00 08 84 00

08 90 00

DIVISION 09 - FINISHES

09 05 16

09 06 00

09 22 16 NON-STRUCTURAL METAL FRAMING

09 24 00 PORTLAND CEMENT PLASTERING

09 29 00

09 30 13 CERAMIC/PORCELAIN TILING

09 51 00 ACOUSTICAL CEILINGS

09 65 13 09 65 16 09 67 23.20

RESILIENT BASE AND ACCESSORIES

RESILIENT SHEET FLOORING

RESINOUS (EPOXY BASE) WITH VINYL CHIP BROADCAST

PLASTIC GLAZING

LOUVERS AND VENTS

SUBSURFACE PREPARATION FOR FLOOR FINISHES

SCHEDULE FOR FINISHES

GYPSUM BOARD

TRANSLUCENT ROOF ASSEMBLIES

ALUMINUM WINDOWS

AUTOMATIC DOOR OPERATORS

LOW ENERGY POWER ASSIST DOOR OPERATORS

GLAZING

OVERHEAD COILING SMOKE CONTAINMENT ENCLOSURE

ALL-GLASS ENTRANCES AND STOREFRONTS

SLIDING AUTOMATIC ENTRANCES

ICU-CCU ENTRANCES

GLAZED ALUMINIM CURTAIN WALLS

JOINT SEALANTS

EXPANSION JOINT COVER ASSEMBLIES

HOLLOW METAL DOORS AND FRAMES

INTERIOR WOOD DOORS

VEGETATED ROOF COMPONENTS

POLYVINYL-CHLORIDE ROOFING

SHEET METAL FLASHING AND TRIM

ROOF ACCESSORIES

FIRESTOPPING

31 October 2019

TABLE OF CONTENTS PAGE 3

W912PL-20-R-0004

09 68 00 09 72 16

09 84 33

09 91 00 PAINTING

DIVISION 10 - SPECIALTIES

10 14 02 EXTERIOR SIGNAGE

10 14 04 10 21 13 10 21 23 10 22 39

10 25 13

10 26 00 WALL AND DOOR PROTECTION

10 28 00 10 31 15 10 44 13 10 51 29

10 73 16.16

10 75 00 FLAGPOLES

DIVISION 11 - EQUIPMENT

11 68 23 EXTERIOR BASKETBALL EQUIPMENT

11 70 00 11 73 00

DIVISION 12 - FURNISHINGS

12 17 00 ART GLASS AND MOUNTING SYSTEM

12 24 00 12 32 00 12 36 00 12 56 70.11

12 93 00

DIVISION 13 - SPECIAL CONSTRUCTION

13 05 41 SEISMIC RESTRAINT REQUIREMENTS FOR NON-STRUCTURAL COMPONENTS

13 11 01 13 11 02 13 11 03 13 11 04

13 11 05

13 11 06 SWIMMING POOL EQUIPMENT

13 11 07 13 11 08

13 17 23.11 THERAPUTIC POOL ACCESSORIES

SWIMMING POOL SHOTCRETE

SWIMMING POOL CERAMIC TILE

SWIMMING POOL PLASTER

SWIMMING POOL MECHANICAL

SWIMMING POOL ELECTRICAL

COUNTERTOPS

SUSPENDED TABLE

SITE FURNISHINGS

SWIMMING POOL EXCAVATION

SWIMMING POOL CONCRETE

CANOPY GLAZING SUPPORTS

HEALTHCARE EQUIPMENT

CEILING MOUNTED PATIENT LIFT SYSTEM

WINDOW SHADES

MANUFACTURED WOOD CASEWORK

PATIENT BED SERVICE WALLS

TOILET, BATH, AND LAUNDRY ACCESSORIES

ELECTRIC FIREPLACES

FIRE EXTINGUISHER CABINETS

PHENOLIC LOCKERS

SOUND ABSORBING WALL UNITS

INTERIOR SIGNAGE

TOILET COMPARTMENTS

CUBICLE CURTAIN TRACKS

AUTOMATIC VERTICALLY RETRACTING ACOUSTIC WALL

CARPETING

VINYL-COATED FABRIC WALL COVERING

31 October 2019

TABLE OF CONTENTS PAGE 4

W912PL-20-R-0004

13 49 00

13 49 41

DIVISION 14 - CONVEYING EQUIMENT

14 21 00 ELECTRIC TRACTION ELEVATORS

14 24 00

DIVISION 21 - FIRE SUPPRESSION

21 05 11

21 05 12

21 08 00 COMMISSIONING OF FIRE-SUPRESSION SYSTEMS

21 10 00 WATER-BASED FIRE SUPRESSION SYSTEMS

02 12 00

21 13 13 WET-PIPE SPRINKLER SYSTEMS

21 30 13 ELECTRIC-DRIVEN, FIRE PUMPS

DIVISION 22 - PLUMBING

22 05 11 22 05 12

22 05 19 METERS AND GAGES FOR PLUMBING PIPING

22 05 23 GENERAL-DUTY VALVES FOR PLUMBING PIPING

22 07 11

22 08 00 COMMISSIONING OF PLUMBING SYSTEMS

22 10 00 FACILITY FUEL SYSTEMS

22 11 00 22 12 16 22 13 00 22 13 20 22 14 00 22 35 00

22 40 00 PLUMBING FIXTURES

22 62 00 22 63 00 22 63 01

22 67 19.16 REVERSE-OSMOSIS WATER EQUIPMENT

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

23 05 11 23 05 12

23 05 41 NOISE AND VIBRATION CONTROL FOR HVAC PIPING AND EQUIPMENT

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 07 11

23 08 00 COMMISSIONING OF HVAC SYSTEMS

23 09 23 DIRECT-DIGITAL CONTROL SYSTEM FOR HVAC

23 10 00 23 21 13

COMMON WORK RESULTS FOR HVAC

GENERAL MOTOR REQUIREMENTS FOR HVAC EQUIPMENT

HVAC, PLUMBING, AND BOILER PLANT INSULATION

FACILITY FUEL SYSTEMS

HYDRONIC PIPING

FACILITY STORM DRAINAGE

DOMESTIC WATER HEAT EXCHANGERS

MEDICAL VACUUM SYSTEMS FOR HEALTHCARE FACILITIES

MEDICAL GAS SYSTEMS FOR HEALTHCARE FACILITIES

FACILITY NATURAL GAS PIPING

PLUMBING INSULATION

FACILITY WATER DISTRIBUTION

POTABLE-WATER STORAGE TANKS

FACILITY SANITARY AND VENT PIPING

GREYWATER HARVESTING SYSTEM

COMMON WORK RESULTS FOR PLUMBING

GENERAL MOTOR REQUIREMENTS FOR PLUMBING EQUIPMENT

MOTOR REQUIREMENTS FOR FIRE-SUPRESSION EQUIPMENT

FIRE SUPRESSION STANDPIPE SYSTEMS

RADIATION PROTECTION

RFI/EM SHIELDING

HYDRAULIC ELEVATORS

COMMON WORK RESULTS FOR FIRE SUPPRESSION

31 October 2019

TABLE OF CONTENTS PAGE 5

W912PL-20-R-0004

23 21 23 23 22 13 23 22 23 23 25 00

23 31 00 HVAC DUCTS AND CASINGS

23 34 00 23 36 00 23 37 00

23 40 00 HVAC AIR CLEANING DEVICES

23 73 00 23 82 00

23 82 16 AIR COILS

DIVISION 26 - ELECTRICAL

26 05 11 26 05 13 26 05 21 LOW VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES (600 VOLTS AND BELOW)

26 05 26 GROUNDING AND BONDING ELECTRICAL SYSTEM

26 05 33

26 05 41 UNDERGROUND ELECTRICAL CONSTRUCTION

26 05 71 ELECTRICAL SYSTEM PROTECTIVE DEVICE STUDY

26 08 00 26 09 13 26 09 13.11 26 09 23 26 11 16 26 13 16

26 22 00 LOW-VOLTAGE TRANSFORMERS

26 23 00 26 23 13 26 24 11

26 24 16 PANELBOARDS

26 24 21

26 26 00 POWER DISTRIBUTION UNITS FOR STATIC UNINTERRUPTIBLE POWER SYSTEMS

26 27 26 WIRING DEVICES

26 29 11 26 29 21

26 32 13 ENGINE GENERATORS

26 33 53 26 36 23 26 41 00

26 42 00 CATHODIC PROTECTION

26 43 13 26 51 00

26 56 00 EXTERIOR LIGHTING

DIVISION 27 - COMMUNICATIONS

27 05 11 REQUIREMENTS FOR COMMUNICATIONS INSTALLATIONS

STATIC UNINTERRUPTIBLE POWER SUPPLY

AUTOMATIC TRANSFER SWICTHES

FACILITY LIGHTING PROTECTION

TRANSIENT-VOLTAGE SURGE SUPPRESSION

INTERIOR LIGHTING

DISTRIBUTION SWITCHBOARDS

MOTOR-CONTROL PANELBOARDS

MOTOR STARTERS

DISCONNECT SWITCHES

LIGHTING CONTROLS

SECONDARY UNIT SUBSTATIONS

MEDIUM-VOLTAGE VACUUM FAULT INTERRUPTER SWITCHES

LOW-VOLTAGE SWITCHGEAR

GENERATOR PARALLELING CONTROL SWITCHGEAR

MEDIUM-VOLTAGE CABLES

RACEWAY AND BOXES FOR ELECTRICAL SYSTEMS

COMMISSIONING OF ELECTRICAL SYSTEMS

POWER MONITORING SYSTEM

ELECTRICAL POWER MONITORING AND CONTROL EQUIPMENT

AIR TERMINAL UNITS

AIR OUTLETS AND INLETS

INDOOR CENTRAL-STATION AIR-HANDLING UNITS

CONVECTION HEATING AND COOLING UNITS

REQUIREMENTS FOR ELECTRICAL INSTALLATIONS

HYDRONIC PUMPS

STEAM AND CONDENSATE HEATING PIPING

STEAM CONDENSATE PUMPS

HVAC

HVAC FANS

31 October 2019

TABLE OF CONTENTS PAGE 6

W912PL-20-R-0004

27 05 26

27 05 33 RACEWAYS AND BOXES FOR COMMUNICATIONS SYSTEMS

27 08 00 COMMISSIONING OF COMMUNICATION SYSTEMS

27 10 00

27 11 00 TELECOMMUNICATIONS ROOM FITTINGS

27 15 00 COMMUNICATIONS STRUCTURED CABLING

27 41 31

27 51 16 PUBLIC ADDRESS AND MASS NOTIFICATION SYSTEM

27 52 23 NURSE CALL AND CODE BLUE SYSTEMS

DIVISION 28 - ELECTRICAL SAFETY AND SECURITY

28 05 00 COMMON WORK RESULTS FOR ELECTRONIC SAFETY AND SECURITY

28 05 13 CONDUCTORS AND CABLES FOR ELECTRONIC SAFETY AND SECURITY

28 05 26 GROUNDING AND BONDING FOR ELECTRONIC SAFETY AND SECURITY

28 05 28.33 CONDUITS AND BACKBOXES FOR ELECTRONIC SAFETY AND SECURITY

28 08 00 COMMISSIONING OF ELECTRONIC SAFETY AND SECURITY SYSTEMS

28 13 00

28 13 16 PHYSICAL ACCESS CONTROL SYSTEM AND DATABASE MANAGEMENT

28 23 00 VIDEO SURVEILLANCE

28 31 00

DIVISION 31 - EARTHWORK

31 20 00 EARTH MOVING

31 41 00 EXCAVATION SUPPORT AND PROTECTION

31 63 26 DRILLED CAISSONS

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 05 23 CEMENT AND CONTRETE FOR EXTERIOR IMPROVEMENTS

32 12 16 ASPHALT PAVING

32 14 16 UNIT PAVING

32 17 23 PAVEMENT MARKINGS

32 31 13

32 39 13 BOLLARDS

32 84 00 PLANTING IRIGATION

32 90 00

32 97 00 LANDSCAPE ESTABLISHMENT PERIOD

DIVISION 33 - UTILITIES

33 05 43 CORROSION PROTECTION

33 08 00 COMMISSIONING OF SITE UTILITY SYSTEMS

33 10 00 WATER UTILITIES

33 30 00 SANITARY SEWER UTILITIES

33 40 00

33 46 13 FOUNDATION DRAINAGE

STORM DRAINAGE UTILITIES

PHYSICAL ACCESS CONTROL SYSTEM

FIRE DETECTION AND ALARM

CHAIN LINK FANCES AND GATES

PLANTING

GROUNDING AND BONDING FOR COMMUNICATIONS SYSTEMS

CONTROL, COMMUNICATION AND SIGNAL WIRING

MASTER ANTENNA TELEVISION EQUIPMENT AND SYSTEMS

31 October 2019

TABLE OF CONTENTS PAGE 7

W912PL-20-R-0004

DIVISION 48 - ELECTRICAL POWER GENERATION

48 14 00 SOLAR ENERGY ELECTRICAL POWER GENERATION SYSTEM

VOLUME 3 - PARKING GARAGE SPECIFICATIONS

DIVISION 02 - EXISTING CONDITIONS

02 21 00 02 41 00

DIVISION 03 - CONCRETE

03 23 00 STRESSING TENDONS

03 30 00 03 30 53 03 37 13

DIVISION 04 - MASONRY

04 05 13 MASONRY MORTARING

04 05 16

04 20 00 UNIT MASONRY

DIVISION 05 - METALS

05 03 00

05 12 00

05 31 00 STEEL DECKING

05 40 00 05 50 00 05 51 00

DIVISION 06 - WOOD, PLASTICS AND COMPOSITES

06 10 50

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 12 00

07 13 52

07 21 13 THERMAL INSULATION

07 22 00 ROOF AND DECK INSULATION

07 40 00 07 42 13 07 54 00 07 54 19

07 60 00

METAL STAIRS

HOT-DIP GALAVANIZING

MISCELLANEOUS ROUGH CARPENTRY

FLUID APPLIED WATERPROOFING

MODIFIED BITUMINOUS SHEET WATERPROOOFING

SIDING PANELS

DEMOLITION

SITE SURVEYS

CAST-IN-PLACE CONCRETE

CAST-IN-PLACE CONCRETE (CIVIL)

SHOTCRETE

MASONRY GROUTING

STRUCTURAL STEEL FRAMING

COLD-FORMED METAL FRAMING

METAL FABRICATIONS

FORMED PERORATED METAL WALL PANELS

POLYVINYL-CHLORIDE (PVC) ROOFING

FLASHING AND SHEET METAL

TRAFFIC DECK COATING

31 October 2019

TABLE OF CONTENTS PAGE 8

W912PL-20-R-0004

07 84 00 07 92 00 07 95 13 07 95 16

DIVISION 08 - OPENINGS

08 11 13

08 41 13 ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS

08 71 00 DOOR HARDWARE

08 80 00

08 90 00

DIVISION 09 - FINISHES

09 06 00

09 22 16 NON-STRUCTURAL METAL FRAMING

09 24 00 PORTLAND CEMENT PLASTERING

09 29 00 09 65 19

09 91 00 PAINTING

DIVISION 10 - SPECIALTIES

10 14 00 SIGNAGE

10 44 13

DIVISION 14 - CONVEYING EQUIMENT

14 21 00

DIVISION 21 - FIRE SUPPRESSION

21 05 11

02 12 00

DIVISION 22 - PLUMBING

22 05 11

22 05 23 GENERAL-DUTY VALVES FOR PLUMBING PIPING

22 11 00 22 14 00

22 40 00 PLUMBING FIXTURES

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

23 05 11

23 81 00 DECENTRALIZED UNITARY HVAC EQUIPMENT

GLAZING

LOUVERS AND VENTS

SCHEDULE FOR FINISHES

GYPSUM BOARD

RESILIENT TILE FLOORING

FIRESTOPPING

JOINT SEALANTS

EXPANSION JOINT COVER ASSEMBLIES

HOLLOW METAL DOORS AND FRAMES

WATERPROOF EXPANSION JOINT SEALING SYSTEM

COMMON WORK RESULTS FOR HVAC

FACILITY WATER DISTRIBUTION

FACILITY STORM DRAINAGE

COMMON WORK RESULTS FOR FIRE SUPPRESSION

FIRE-SUPRESSION STANDPIPES

COMMON WORK RESULTS FOR PLUMBING

ELECTRIC TRACTION ELEVATORS

FIRE EXTINGUISHER, CABINETS AND ACCESSORIES

31 October 2019

TABLE OF CONTENTS PAGE 9

W912PL-20-R-0004

DIVISION 26 - ELECTRICAL

26 05 11 26 05 21 LOW VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES (600 VOLTS AND BELOW)

26 05 26 GROUNDING AND BONDING ELECTRICAL SYSTEM

26 05 33

26 05 71 ELECTRICAL SYSTEM PROTECTIVE DEVICE STUDY

26 08 00 26 09 23

26 22 00 LOW-VOLTAGE TRANSFORMERS

26 24 16 PANELBOARDS

26 27 26 WIRING DEVICES

26 29 21 26 51 00

26 56 00 EXTERIOR LIGHTING

DIVISION 27 - COMMUNICATIONS

27 05 11

27 05 26

27 05 33 RACEWAYS AND BOXES FOR COMMUNICATIONS SYSTEMS

27 08 00 COMMISSIONING OF COMMUNICATION SYSTEMS

27 10 00

27 11 00 COMMUNICATIONS EQUIPMENT ROOM FITTINGS

27 15 00 COMMUNICATIONS HORIZONTAL CABLING

27 31 31 VOICE COMMUNICATIONS SWITCHING AND ROUTING EQUIPMENT - EXTENSION

DIVISION 28 - ELECTRICAL SAFETY AND SECURITY

28 05 11 REQUIREMENTS FOR ELECTRONIC SAFETY AND SECURITY INSTALLATIONS

28 05 13 CONDUCTORS AND CABLES FOR ELECTRONIC SAFETY AND SECURITY

28 05 26 GROUNDING AND BONDING FOR ELECTRONIC SAFETY AND SECURITY

28 05 33 RACEWAYS AND BOXES FOR ELECTRONIC SAFETY AND SECURITY

28 08 00 COMMISSIONING OF ELECTRONIC SAFETY AND SECURITY SYSTEMS

28 23 00 VIDEO SURVEILLANCE

28 26 00 28 31 00

DIVISION 31 - EARTHWORK

31 20 00 EARTH MOVING

31 63 26 DRILLED CAISSONS

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 05 23 CEMENT AND CONTRETE FOR EXTERIOR IMPROVEMENTS

32 12 16 ASPHALT PAVING

32 17 13 PARKING BUMPER WHEEL STOPS

32 17 23 PAVEMENT MARKINGS

GROUNDING AND BONDING FOR COMMUNICATIONS SYSTEMS

STRUCTURED CABLING

FIRE DETECTION AND ALARM

ELECTRONIC PERSONAL PROTECTION SYSTEM (EPPS)

DISCONNECT SWITCHES

INTERIOR LIGHTING

REQUIREMENTS FOR COMMUNICATIONS INSTALLATIONS

COMMISSIONING OF ELECTRICAL SYSTEMS

LIGHTING CONTROLS

REQUIREMENTS FOR ELECTRICAL INSTALLATIONS

RACEWAY AND BOXES FOR ELECTRICAL SYSTEMS

31 October 2019

TABLE OF CONTENTS PAGE 10

W912PL-20-R-0004

32 17 26

32 84 00 PLANTING IRIGATION

32 90 00

32 97 00 LANDSCAPE ESTABLISHMENT PERIOD

DIVISION 33 - UTILITIES

33 10 00 WATER UTILITIES

33 40 00

33 46 13 FOUNDATION DRAINAGE

VOLUME 4 - APPENDICES

APPENDIX A - HOSPITAL AND GARAGE

Geotechnical Report: “Geotechnical Investigation, VA Medical Center, Phase 2

800-Space Parking Structure and SCI/CLC Building, La Jolla, California”;

prepared by SCST; dated December 15, 2010 and Geotechnical Investigation Addendum dated April 3, 2015.

“Technical Specification Guide, TuffTrack ® Grassroad Pavers”; published by NDS., latest edition

APPENDIX B - GARAGE

Property Deeds: 1967 document No. 39872 and 1973 document No. 74-233843

APPENDIX C - GARAGE

Geotechnical Investigation VA La Jolla, Parking Structure Phase II, La Jolla, CA – dated March 10, 2016

-- End of Project Table of Contents --

SURFACE APPLIED DETECTABLE WARNING MATS

PLANTING

STORM DRAINAGE UTILITIES

31 October 2019

TABLE OF CONTENTS PAGE 11

SEISMIC DEFICIENCY – SCI & CLC HOSPITAL

SDVA PARKING GARAGE – PHASE III

San Diego, California

PROJECT NUMBER 664-401 July 19, 2019

00 01 15 - 1

SECTION 00 01 15

LIST OF DRAWING SHEETS

The drawings listed below accompanying this specification form a part of the contract.

Drawing No. Title

CIVIL

3CG001 Grading and Paving Notes

3CG501 Construction Notes and Details

3CG502 Details

3CG503 Details

3CG504 Details

3CS101 Overall Site Plan

3VF101 Field Survey

3VU101 Combined Utility Survey

3CD101 Site Demolition

3CD102 Utility Demolition

3CG101 Rough Grading Plan and Horizontal Control Plan

3CG102 Precise Grading Plan

3CG301 Grading Cross Sections

3CU101 Site Utility Plan

3CE101 Erosion Control and BMP Details

3CE102 Rough Grading Erosion Control Plan

3CE103 Precise Grading Erosion Control Plan

3CT101 Signing and Striping Plan and Details

LANDSCAPE

3LI300 Parking Structure Phase II + III Irrigation Legend + Notes

3LI301 Parking Structure Phase II + III Irrigation Plan

3LI302 Parking Structure Phase II + III Irrigation Details

3LI303 Parking Structure Phase II + III Irrigation Details

3LP401 Planting Plan

3LP501 Planting and Gravel Details

PROJECT NUMBER 664-401 July 19, 2019

00 01 15 - 2

STRUCTURAL

3SS001 Structural Cover Sheet

3SS002 Post Tensioning Details and Notes

3SS005 Special Inspections Notes

3SS101 B2 Level Foundation Plan

3SS102 B1 Level Framing Plan

3SS103 First Level Framing Plan

3SS104 Second Level Framing Plan

3SS105 Third Level Framing Plan

3SS106 Fourth Level Framing Plan

3SS107 Fifth (Roof) Level Framing Plan

3SS110 Partial Plans

3SS111 Partial Plans

3SS301 Piles and Cap Plans and Details

3SS310 Column Schedule

3SS311 Column Details

3SS315 Frame Column Schedule

3SS340 Frame Elevations

3SS341 Frame Elevations

3SS342 Frame Elevations

3SS350 Girder Elevation and Details

3SS351 Girder Elevation and Details

3SS360 Beam Elevations

3SS361 Beam Elevations

3SS362 Beam Elevations

3SS385 Beam Details

3SS386 Beam Details

3SS390 Slab Sections

3SS391 Slab Sections

3SS392 Slab Sections

3SS501 Concrete Details

PROJECT NUMBER 664-401 July 19, 2019

00 01 15 - 3

3SS502 Concrete Details

3SS503 Concrete Details

3SS520 Concrete Details

3SS601 Steel Details

3SS602 Steel Details

3SS610 Steel Details

3SS611 Steel Details

3SS612 Steel Details

3SS613 Steel Details

ARCHITECTURAL

3GI001 Project Information

3GI002 General Notes

3GI101 Fire and Life Safety Code Compliance

3AS101 Site Plan

3AE101 B2 Level Floor Plan

3AE102 B1 Level Floor Plan

3AE103 First Level Floor Plan

3AE104 Second Level Floor Plan

3AE105 Third Level Floor Plan

3AE106 Fourth (Roof) Level Floor Plan

3AE107 Option 2 Fourth Level Floor Plan

3AE108 Option 2 Fifth (Roof) Level Floor Plan

3AE201 Exterior Building Elevations

3AE202 Exterior Building Elevations

3AE203 Enlarged Partial Elevations

3AE301 Building Sections

3AE311 Wall Sections

3AE312 Wall Sections and Electrical Room Floor Plan

3AE401 Enlarged Plans – Elevator Core and Stair No. 1

3AE402 Enlarged Plans – Elevator Core and Stair No. 1

3AE403 Elevator Core Shaft Sections and Stair No. 1 Section

3AE404 Elevator Core Shaft Elevations

PROJECT NUMBER 664-401 July 19, 2019

00 01 15 - 4

3AE405 Elevator Core Shaft Elevations

3AE406 Stair No. 2 Enlarged Plans and Section

3AE601 Door Schedule and Elevator Details

3AE602 Room Finish Schedule and Miscellaneous Details

3AE603 Elevator Details and Storefront and Details

3AE604 Elevator Details and Storefront and Details

3AE701 Stair Details

3AE702 Miscellaneous Details

3AE703 Accessible and Striping Details

3AE704 Signage Schedule and Details

MECHANICAL

3M001 General Notes, Abbreviations, Symbols, Drawing List and

Mechanical Schedule

3M101 B2 Level Mechanical Plan

3M102 B1 Level Mechanical Plan

3M103 Fourth (Roof) Level Mechanical Plan and Enlarged Elevator

Machine Room Plan (Fifth Roof Level – Add Alternate)

3M201 Mechanical Details

PLUMBING

3PP001 Plumbing General Notes and Legend

3PL101 B2 Level Floor Plan

3PL102 B1 Level Floor Plan

3PL103 First Level Floor Plan

3PL104 Second Level Floor Plan

3PL105 Third Level Floor Plan

3PL106 Fourth Level Floor Plan

3PL107 Option 2 Fourth Level Floor Plan

3PL108 Option 2 Fifth (Roof) Level Floor Plan

3PP401 Plumbing Details

3PP501 Plumbing Schedules

3PL601 Plumbing Diagrams

3PL602 Option 2 Plumbing Diagrams

PROJECT NUMBER 664-401 July 19, 2019

00 01 15 - 5

ELECTRICAL

3E001 Electrical Notes, Symbols, Fixture Schedule and Sheet Index

3ESD101 Electrical Site Plan – Demolition

3ES101 Electrical Site Plan

3EL101 B2 Level Power and Lighting Plan

3EL102 B1 Level Power and Lighting Plan

3EL103 First Level Power and Lighting Plan

3EL104 Second Level Power and Lighting Plan

3EL105 Third Level Power and Lighting Plan

3EL106 Fourth (Roof) Level Power and Lighting Plan

3EL107 Option 2 Fourth Level Power and Lighting Plan

3EL108 Option 2 Fifth (Roof) Level Power and Lighting Plan

3EP401 Electrical Enlarged Plans – Elevator Core and Stair No. 1

3EP501 Electrical Single Line Diagram

3EP601 Electrical Panelboards and Calculations

3EP701 Electrical Details

FIRE PROTECTION

3FX001 Fire Protection General Notes, Legend and Drawing List

3FX100 Fire Protection Site Plan

3FX101 Fire Protection B2 Level Floor Plan

3FX102 Fire Protection B1 Level Floor Plan

3FX103 Fire Protection First Level Floor Plan

3FX104 Fire Protection Second Level Floor Plan

3FX105 Fire Protection Third Level Floor Plan

3FX106 Fire Protection Fourth (Roof) Level Floor Plan

3FX107 Option 2 Fire Protection Fourth Level Floor Plan

3FX108 Option 2 Fire Protection 5th (Roof) Level Floor Plan

3FX301 Fire Protection Diagrams

3FX401 Fire Protection Details

PROJECT NUMBER 664-401 July 19, 2019

00 01 15 - 6

LOW VOLTAGE SYSTEMS

3FA001 Fire Alarm System Cover Sheet

3FA201 Fire Alarm System B2 Level – Device Layout

3FA202 Fire Alarm System B1 Level – Device Layout

3FA203 Fire Alarm System Ground Level – Device Layout

3FA204 Fire Alarm System Second Level – Device Layout

3FA205 Fire Alarm System Third Level – Device Layout

3FA206 Fire Alarm System Fourth Level – Device Layout

3FA207 Fire Alarm System Fifth Level – Device Layout.

3TY001 Security and CCTV System Cover Sheet

3TY201 Security and CCTV System B2 Level – Device Layout

3TY202 Security and CCTV System B1 Level – Device Layout

3TY203 Security and CCTV System Ground Level – Device Layout

3TY204 Security and CCTV System Second Level – Device Layout

3TY205 Security and CCTV System Third Level – Device Layout

3TY206 Security and CCTV System Fourth Level – Device Layout

3TY207 Security and CCTV System Fifth Level – Device Layout

3TY301 Security and CCTV System Riser Diagram

3TY401 Security and CCTV System Detail Sheet

3TN001 Tel-Data Infrastructure Cover Sheet

3TN201 Tel-Data Infrastructure B2 Level – Device Layout

3TN202 Tel-Data Infrastructure B1 Level– Device Layout

3TN203 Tel-Data Infrastructure Ground Level– Device Layout

3TN204 Tel-Data Infrastructure Second Level– Device Layout

3TN205 Tel-Data Infrastructure Third Level– Device Layout

3TN206 Tel-Data Infrastructure Fourth Level– Device Layout

3TN207 Tel-Data Infrastructure Fifth Level– Device Layout

3TN301 Tel-Data Infrastructure Riser Diagram

3TN401 Tel-Data Infrastructure Details

PROJECT NUMBER 664-401 July 19, 2019

00 01 15 - 7

VERTICAL TRANSPORT

3VT01 General Elevator Information

3VT02 Hoistway Plans - Elevators P7-P10

3VT03 Hoistway Section – Elevator P7-P10

- - - END - - -

PROJECT NUMBER 664-401 July 19, 2019

02 21 00 - 1

SECTION 02 21 00

SITE SURVEYS

PART 1 - GENERAL

1.1 DESCRIPTION

This section specifies the gathering of research documents, performance of a topographic survey and preparation of a topographic survey map.

1.2 DEFINITIONS

A. Professional Land Surveyor: One who possesses a valid state license as a "Professional Land

Surveyor" from the state in which they practice.

B. Professional Civil Engineer: One who possesses a valid state license as a "Professional Civil

Engineer" from the state in which they practice. For this section, the term "surveyor" shall also include Professional Civil Engineers authorized to practice Land Surveying under the laws of the state in which they practice.

PART 2 - EXECUTION

A. The surveyor shall research available public records for all mapping, monumentation, plats, governmental surveys etc. that may pertain to the subject property. Research all applicable public utilities for substructure data such as sewers, storm drains, water lines, electrical conduits etc.

B. The survey shall be performed on the ground in accordance with the current "Accuracy

Standards for Land Title Surveys" as adopted, from time to time, by the American Congress on

Surveying and Mapping, the National Society of Professional Surveyors, and the American Land

Title Association.

C. The surveyor, when applicable, shall consult with the project Architect to determine scale of plat or map and size of drawings.

D. The surveyor shall furnish two sets of prints of the plat or map of survey and an electronic CADD file. If the plat or map of survey consists of more than one sheet, the sheets shall be numbered, the total number of sheets indicated and the match lines be shown on each sheet.

E. On the plat or map, the survey boundary shall be drawn to a convenient scale, or the scale designated by the Architect, with the scale clearly indicated. A graphic scale, shown in feet or meters or both, shall be included. A north arrow shall be shown and when practicable, the plat

PROJECT NUMBER 664-401 July 19, 2019

02 21 00 - 2 or map of survey shall be oriented so that north is at the top of the drawing. Symbols or abbreviations used shall be identified on the face of the plat or map by use of a legend or other means. Supplementary or exaggerated diagrams shall be presented accurately on the plat or map where dimensional data is too small to be shown clearly at full scale. The plat or map shall be 30 by 42 inches.

F. The survey shall contain the following applicable information:

1. The name, address, telephone number, and signature of the Professional Land Surveyor who made the survey, his or her official seal and registration number, the date the survey was completed and the dates of all revisions.

2. The survey drawing(s) submitted shall bear the following certification adjacent to the

Engineer's official seal:

"I hereby certify that all information indicated on this drawing was obtained or verified by actual measurements in the field and that every effort has been made to furnish complete and accurate information."

3. Vicinity map showing the property surveyed in reference to nearby highways or major street intersections.

4. Flood zone designation (with proper annotation based on Federal Flood Insurance Rate

Maps or the state or local equivalent, by scaled map location and graphic plotting only).

5. Land area as defined by the boundaries of the legal description of the surveyed premises.

6. All data necessary to indicate the mathematical dimensions and relationships of the boundary represented by bearings and distances, and the length and radius of each curve, together with elements necessary to mathematically define each curve. The point of beginning of the surveyor's description and the basis of bearings shall also be shown.

7. When record bearings or angles or distances differ from measured bearings, angles or distances, both record and measured bearings, angles, and distances shall be clearly indicated. If the record description fails to form a mathematically closed figure, the surveyor shall so indicate.

8. Measured and record distances from corners of parcels surveyed to the nearest right-of-way lines of streets in urban or suburban areas, together with recovered lot corners and evidence of lot corners, shall be noted. The distances to the nearest intersecting street shall

PROJECT NUMBER 664-401 July 19, 2019

02 21 00 - 3 be indicated and verified. Names and widths of streets and highways abutting the property surveyed and widths of rights of way shall be given. Observable evidence of access (or lack thereof) to such abutting streets or highways shall be indicated. Observable evidence of private roads shall be so indicated. Streets abutting the premises, which have been described in Record Documents, but not physically opened, shall be shown and so noted.

9. The identifying titles of all recorded plats, filed maps, right of way maps, or similar documents which the survey represents, wholly or in part, with their appropriate recording data. The survey shall indicate platted setback or building restriction lines which have been recorded in subdivision plats or which appear in a Record Document which has been delivered to the surveyor. Contiguity, gores, and overlaps along the exterior boundaries of the survey premises, where ascertainable from field evidence or Record Documents, or interior to those exterior boundaries, shall be clearly indicated or noted. Where only a part of a recorded lot or parcel is included in the survey, the balance of the lot or parcel shall be indicated.

10. All evidence of found monuments shall be shown and noted. All evidence of monuments found beyond the surveyed premises on which establishment of the corners of the survey premises are dependent, and their application related to the survey shall be indicated.

11. The character of any and all evidence of possession shall be stated and the location of such evidence carefully given in relation to both the measured boundary lines and those established by the record. An absence of notation on the survey shall be presumptive of no observable evidence of possession. The term "possession" does not imply "ownership".

12. The location of all buildings upon the plot or parcel shall be shown and their locations defined by measurements perpendicular to the boundaries. If there are no buildings, so state. Proper street numbers shall be shown where available.

13. All easements evidenced by a Record Document which have been delivered to the surveyor shall be shown, both those burdening and those benefiting the property surveyed, indicating recording information. If such an easement cannot be located, a note to this affect shall be included. Observable evidence of easements and/or servitudes of all kinds, such as those created by roads, rights-of-ways, water courses, drains, telephone, telegraph, or electric lines, water, sewer, oil or gas pipelines on or across the surveyed property and

PROJECT NUMBER 664-401 July 19, 2019

02 21 00 - 4 on adjoining properties if they appear to affect the surveyed property, shall be located and noted. Surface indications, if any, or of underground easements and/or servitudes shall also be shown.

14. The character and location of all walls, buildings, fences, and other visible improvements within five feet of each side of the boundary lines shall be noted. Without expressing a legal opinion, physical evidence of all encroaching structural appurtenances and projections, such as fire escapes, bay windows, windows and doors that open out, flue pipes, stoops, eaves, cornices, areaways, stoops, trip, etc., by or on adjoining property or on abutting streets, on any easement or over setback lines shown by Record Documents shall be indicated with the extent of such encroachment or projection.

15. Driveways and alleys on or crossing the property must be shown. Where there is evidence of use by other than the occupants of the property, the surveyor must so indicate on the plat or map. Where driveways or alleys on adjoining properties encroach, in whole or in part, on the property being surveyed, the surveyor must so indicate on the plat or map with appropriate measurements.

16. Location, alignment and dimensions of all roads, curbs, walks, parking and paved areas abutting the subject land. Indicate road centerlines with true bearings and lengths by 50 foot stationing. Describe curves by designating the points of curvature and tangency by station. Include all curve data as well a location of radius and vertex points. Elevations on

50' centers on centerline of roads, edges of roads and top and bottom of curbs.

17. As accurately as the evidence permits, the location of cemeteries and burial grounds disclosed in the process of researching title to the premises or observed in the process of performing the field work for the survey, shall be shown.

18. Ponds, lakes, springs, or rivers bordering on or running through the premises being surveyed shall be shown. When a property surveyed contains a natural water boundary, the surveyor shall measure the location of the boundary according to appropriate surveying methods and note on the plat or map the date of the measurement and the caveat that the boundary is subject to change due to natural causes and that it may or may not represent the actual location of the limit of title. When the surveyor is aware of changes in such boundaries, the extent of those changes shall be identified.

PROJECT NUMBER 664-401 July 19, 2019

02 21 00 - 5

19. Contours at a minimum interval of 1 foot. Base vertical control on the permanent (not assumed) National Geodetic Survey (NGS) or VA Medical Center Bench Mark. Note location, description and datum.

20. Identify and show if possible, setback, height, and floor space area restrictions of record or disclosed by applicable zoning or building codes (in addition to those recorded in subdivision maps). If none, so state.

21. Exterior dimensions of all buildings at ground level. Show square footage of exterior footprint of all buildings at ground level and gross floor area of all buildings.

22. Measured height of all buildings above grade at a defined location. If no defined location is provided, the point of measurement shall be shown.

23. Elevations at each entrance to buildings, service docks, building corners, steps, ramps and grade slabs.

24. Substantial, visible improvements (in addition to buildings) such as signs, parking areas, swimming pools, etc.

25. Parking areas and, if striped, the striping and the type (eg. handicapped, motorcycle, regular, etc.) and number of parking spaces.

26. Indication of access to a public way such as curb cuts and driveways.

27. Location of utilities existing on or serving the surveyed property as determined by observed evidence together with plans and markings provided by utility companies, and other appropriate sources (with references as to the source of information. Locate and show all fire hydrants located within 500 feet of the subject property.

28. Railroad tracks and sidings.

29. Manholes, catch basins, valve vaults or other surface indications of subterranean uses.

30. Wires and cables (including their function) crossing the survey premises, all poles on or within ten feet of the surveyed premises, and the dimensions of all cross-wires or overhangs affecting the surveyed premises.

31. Utility company installations on the surveyed premises.

32. Names of adjoining owners of platted lands.

33. Observable evidence of earth moving work, building construction or building additions within recent months.

PROJECT NUMBER 664-401 July 19, 2019

02 21 00 - 6

34. Any changes in street right-of-way lines either completed or proposed, and available from the controlling jurisdiction. Observable evidence of recent street or sidewalk construction or repairs.

35. Observable evidence of site use as a solid waste dump, sump or sanitary landfill.

36. All trees with a minimum diameter of 6" measured at 48" above the base of the tree.

Perimeter outline only of thickly wooded areas with description of predominant vegetation.

- - - E N D - - -

San Diego, California PROJECT NUMBER 664-401 July 19, 2019

02 41 00 - 1

SECTION 02 41 00

DEMOLITION

PART 1 - GENERAL

1.1 DESCRIPTION:

A. This section specifies demolition and removal of buildings, portions of buildings, utilities, and other structures.

1.2 RELATED WORK:

A. Demolition and removal of roads, walks, curbs, and on-grade slabs outside buildings to be demolished: Section 31 20 00, EARTH MOVING.

B. Safety Requirements: GENERAL CONDITIONS Article, ACCIDENT PREVENTION.

C. Disconnecting utility services prior to demolition: Section 01 00 00, GENERAL REQUIREMENTS.

D. Reserved items that are to remain the property of the Government: Section 01 00 00, GENERAL

REQUIREMENTS.

E. Asbestos Removal: Section 02 82 11, TRADITIONAL ASBESTOS ABATEMENT.

F. Lead Paint: Section 02 83 33.13, LEAD-BASED PAINT REMOVAL AND DISPOSAL.

G. Environmental Protection: Section 01 57 19, TEMPORARY ENVIRONMENTAL CONTROLS.

H. Infectious Control: Section 01 00 00, GENERAL REQUIREMENTS, Article 1.7, INFECTION

PREVENTION MEASURES.

1.3 PROTECTION:

A. Perform demolition in such manner as to eliminate hazards to persons and property; to minimize interference with use of adjacent areas, utilities and structures or interruption of use of such utilities; and to provide free passage to and from such adjacent areas of structures.

Comply with requirements of GENERAL CONDITIONS Article, ACCIDENT PREVENTION.

B. Provide safeguards, including warning signs, barricades, temporary fences, warning lights, and other similar items that are required for protection of all personnel during demolition and removal operations. Comply with requirements of Section 01 00 00, GENERAL REQUIREMENTS, Article 1.9 PROTECTION OF EXISTING VEGETATION, STRUCTURES, EQUIPMENT, UTILITIES AND

IMPROVEMENTS.

C. Maintain fences, barricades, lights, and other similar items around exposed excavations until such excavations have been completely filled.

July 19, 2019

San Diego, California PROJECT NUMBER 664-401 July 19, 2019

02 41 00 - 2

D. Prevent spread of flying particles and dust. Sprinkle rubbish and debris with water to keep dust to a minimum. Do not use water if it results in hazardous or objectionable condition such as, but not limited to; ice, flooding, or pollution. Vacuum and dust the work area daily.

E. In addition to previously listed fire and safety rules to be observed in performance of work, include following:

1. Wherever a cutting torch or other equipment that might cause a fire is used, provide and maintain fire extinguishers nearby ready for immediate use. Instruct all possible users in use of fire extinguishers.

2. Keep hydrants clear and accessible at all times. Prohibit debris from accumulating within a radius of 4500 mm (15 feet) of fire hydrants.

F. Before beginning any demolition work, the Contractor shall survey the site and examine the drawings and specifications to determine the extent of the work. The contractor shall take necessary precautions to avoid damages to existing items to remain in place, to be reused, or to remain the property of the Medical Center; any damaged items shall be repaired or replaced as approved by the Resident Engineer. The Contractor shall coordinate the work of this section with all other work and shall construct and maintain shoring, bracing, and supports as required.

The Contractor shall ensure that structural elements are not overloaded and shall be responsible for increasing structural supports or adding new supports as may be required as a result of any cutting, removal, or demolition work performed under this contract. Do not overload structural elements. Provide new supports and reinforcement for existing construction weakened by demolition or removal works. Repairs, reinforcement, or structural replacement must have Resident Engineer’s approval.

G. The work shall comply with the requirements of Section 01 57 19, TEMPORARY

ENVIRONMENTAL CONTROLS.

H. The work shall comply with the requirements of Section 01 00 00, GENERAL REQUIREMENTS, Article 1.7 INFECTION PREVENTION MEASURES.

1.4 UTILITY SERVICES:

A. Demolish and remove outside utility service lines shown to be removed.

B. Remove abandoned outside utility lines that would interfere with installation of new utility lines and new construction.

San Diego, California PROJECT NUMBER 664-401 July 19, 2019

02 41 00 - 3

PART 2 - PRODUCTS (NOT USED)

PART 3 – EXECUTION

3.1 DEMOLITION:

A. Completely demolish and remove buildings and structures, including all appurtenances related or connected thereto, as noted below:

1. As required for installation of new utility service lines.

2. To full depth within an area defined by hypothetical lines located 1500 mm (5 feet) outside building lines of new structures.

B. Debris, including brick, concrete, stone, metals and similar materials shall become property of

Contractor and shall be disposed of by him daily, off the Medical Center to avoid accumulation at the demolition site. Materials that cannot be removed daily shall be stored in areas specified by the Resident Engineer. Break up concrete slabs below grade that do not require removal from present location into pieces not exceeding 600 mm (24 inches) square to permit drainage.

Contractor shall dispose debris in compliance with applicable federal, state or local permits, rules and/or regulations.

C. Remove and legally dispose of all materials, other than earth to remain as part of project work, from any trash dumps shown. Materials removed shall become property of contractor and shall be disposed of in compliance with applicable federal, state or local permits, rules and/or regulations. All materials in the indicated trash dump areas, including above surrounding grade and extending to a depth of 3000mm (10feet) below surrounding grade, shall be included as part of the lump sum compensation for the work of this section. Materials that are located beneath the surface of the surrounding ground more than 3000 mm (10 feet), or materials that are discovered to be hazardous, shall be handled as unforeseen. The removal of hazardous material shall be referred to Hazardous Materials specifications.

D. Remove existing utilities as indicated or uncovered by work and terminate in a manner conforming to the nationally recognized code covering the specific utility and approved by the

Resident Engineer. When Utility lines are encountered that are not indicated on the drawings, the Resident Engineer shall be notified prior to further work in that area.

San Diego, California PROJECT NUMBER 664-401 July 19, 2019

02 41 00 - 4

3.2 CLEAN-UP:

A. On completion of work of this section and after removal of all debris, leave site in clean condition satisfactory to Resident Engineer. Clean-up shall include off the Medical Center disposal of all items and materials not required to remain property of the Government as well as all debris and rubbish resulting from demolition operations.

PROJECT NUMBER 664-401 July 19, 2019

03 23 00 - 1

SECTION 03 23 00

STRESSING TENDONS

PART 1 - GENERAL

1.1 DESCRIPTION:

This section specifies furnishing, installing, grouting, and stressing tendons in post-tensioned building framing members as shown on the Drawings and described herein.

1.2 RELATED WORK:

A. Materials Testing and inspection during construction: Section 01 45 29, TESTING LABORATORY

SERVICES.

B. Concrete: Section 03 30 00, CAST-IN-PLACE CONCRETE.

1.3 QUALITY ASSURANCE:

A. Codes and Standards: Comply with requirements of Post-Tensioning Manual, except where more stringent requirements are specified. Maintain two copies at job site.

B. Bearing Stresses: Comply with requirements of Post-Tensioning Manual, Chapter 3, Paragraph

3.1.7, and ACI 318, Chapter 18.

C. Source Quality Control:

1. Tests for Unbonded Single Strand Tendons or Bonded Tendons must comply with requirements of the Post-Tensioning Manual, Chapter 3, Paragraph 3.1.8.

2. Certified data from prior tests may be submitted.

1.4 SUBMITTALS:

A. Submit in accordance with Section 01 33 23, SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES.

B. Shop Drawings:

1. Submit fabrication and placement details for review by the Resident Engineer. Show complete details of tendon layout, tendon sizes, type of post-tensioning enclosure, end anchorage and coupler details, and stressing equipment. Submit the type and chemical analysis of grease, and type, material and thickness of post-tensioning repair tape. Give details of jacking operation, including all calculations.

2. Locate and dimension penetrations in post-tensioned slabs.

3. Detail horizontal and vertical curvature of tendons at blockouts and anchorage.

PROJECT NUMBER 664-401 July 19, 2019

03 23 00 - 2

4. Describe tensioning sequence, type of jack and pressure-monitoring devices, anchorage set, tendon elongation and tendon cutoff procedures, grouping, spacing, placing sequence, conduit size, supports and locations, and tendon supports.

C. Calculations: Submit sealed detailed calculations prepared by a qualified professional engineer registered in the state where the project is located to substantiate stressing procedures. All losses shall be accounted for in the calculations. Submit the following:

1. Calculations, prepared under the supervision of a qualified registered professional engineer, of losses due to anchorage seating, elastic shortening, creep, shrinkage, relaxation, friction and wobble, used to determine tendon sizes and number.

2. Calculations of test results of adequacy of anchorage.

3. Statistical and field proof of stressing and fixed end seating losses.

4. Calculations for final required jacking elongation corresponding to final jacking force of tendons.

D. Mill Test Reports:

1. Furnish certified Mill Test Reports for each coil or pack of strand, containing as a minimum the following test information:

a. Heat number and identification.

b. Standard chemical analysis for heat of steel.

c. Ultimate tensile strength.

d. Yield strength at 1 percent extension under load.

e. Elongation at failure.

f. Modulus of elasticity.

g. Diameter and net area of strand.

h. Type of material (stress-relieved or low relaxation).

2. Base relaxation losses for low relaxation type material on relaxation tests of representative samples for a period of 1000 hours, when tested at 21 degrees C (70 degrees F) and stressed initially to not less than 70 percent of minimum guaranteed breaking strength of strand.

PROJECT NUMBER 664-401 July 19, 2019

03 23 00 - 3

3. Tests in accordance with ASTM A416, and ASTM E328.

E. Calibration Tests: Stressing rams and gauges shall individually be identified and calibrated against known standards at intervals not exceeding six months. Submit calibration certificates for each jack used to Resident Engineer.

F. Records: Keep post-tensioning records and submit to the Resident Engineer and

Architect/Engineer of Record. Record on each report items listed in PART 3—EXECUTION.

1.5 APPLICABLE PUBLICATIONS:

A. Publications listed below form a part of this specification to extent referenced. Publications are referenced in text by basic designation only.

B. American Concrete Institute (ACI):

318/318R-08 .............................. Building Code Requirements for Structural Concrete and

Commentary.

C. American Society for Testing and Materials (ASTM):

A416/A416M-10 ........................ Standard Specification for Steel Strand, Uncoated Seven-Wire for Prestressed Concrete

B117-09 ...................................... Standard Practice for Operating Salt Spray (Fog) Apparatus

D92-05(R2010) ........................... Standard Test Method for Flash and Fire Points by Cleveland

Open Cup

D95-05(R2010) ........................... Standard Test Method for Water in Petroleum Products and

Bituminous Materials by Distillation

D512-10 ..................................... Standard Test Methods for Chloride Ion In Water

D566-02(R2009) ......................... Standard Test Method for Dropping Point of Lubricating Grease

D2265-06 ................................... Standard Test Method for Dropping Point of Lubricating Grease

Over Wide Temperature Range

D3867-09 ................................... Standard Test Methods for Nitrite-Nitrate in Water

E328-09 ...................................... Standard Test Methods for Stress-Relaxation Tests for Materials and Structures

PROJECT NUMBER 664-401 July 19, 2019

03 23 00 - 4

D. Post-Tensioning Institute, 1717 W. Northern Avenue, Suite 114, Phoenix, AZ 85021; 602/870-

7540:

Post-Tensioning Manual, Fifth Edition

PART 2 - PRODUCTS

2.1 MATERIALS:

A. Post-Tensioning Steel:

1. Conform to ASTM A416, Grade (270K) Low Relaxation strand, with anchorages developing at least 95 percent of the minimum specified ultimate strength of the prestressing steel.

2. Provide low relaxation strand with a mill applied continuous permanent physical marking to permit field identification.

3. Package material at the source in a manner that prevents physical damage to strand during transportation and protects material from deleterious corrosion during transit and storage.

B. Post-tensioning materials comply with Post-Tensioning Manual Guide Specifications.

C. Anchorages and Couplings:

1. Design tendon anchorages and coupling to develop static and dynamic strength requirements of Section 3.1.6(a) and Section 3.1.8 (1) and (2) of Post-Tensioning Manual

Guide Specifications for Post-Tensioning Materials. Castings shall be nonporous and free of sand, blowholes, voids, and other defects.

2. Average compressive concrete bearing stress of anchorages shall not exceed limits set forth in Section 3.1.7 of Post-Tensioning Manual Guide Specifications for Post-Tensioning

Materials.

3. For wedge type anchorages, design wedge grippers to preclude premature failure of prestressing steel due to notch or pinching effects under static and/or dynamic test load conditions stipulated under Paragraph 1 for both stress relieved and low relaxation prestressing steel materials.

4. Use couplings only at locations specifically indicated on contract documents or as approved.

5. Coat couplings with the same corrosion preventive coating used on strand and enclose in sleeves.

PROJECT NUMBER 664-401 July 19, 2019

03 23 00 - 5

6. Anchorages shall include design features permitting a watertight connection of sheathing to anchorage, and watertight closing of wedge cavity, for stressing and nonstressing (fixed) anchorages.