C Specifications Building 59 NERSC Facility Upgrade II Project Manual dated 1_29_2024.pdf

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Construction Services for the National Energy Research Scientific Computing Center (NERSC) Facility Upgrade II (NFU2) Project
Solicitation number
NFU2-7623
Issued by

About this file

This notice solicits construction services for the National Energy Research Scientific Computing Center Facility Upgrade II Project. The University of California Berkeley, Lawrence Berkeley National Laboratory seeks proposals to construct upgrades at the National Energy Research Scientific Computing Center. Interested offerors must attend a mandatory pre-proposal conference and on-site inspection on February 21, 2024 at 1 pm Pacific Time and submit attendee names at least 72 hours in advance for site access. The solicitation number is NFU2-7623 and proposals are due based on requirements in the request for proposals, sample subcontract, and attachments. The Department of Energy is the contracting agency. Upgrades are needed to support the continued mission of high-performance scientific research computing at the National Energy Research Scientific Computing Center facility.

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B NFU2-7623 Price Proposal Form.xlsx XLSX spreadsheet
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LBNL Facilities Master Specifications M000101-1 Revised Project Manual Title Page 05/27/2022

SUBCONTRACT NO. XXX

CONSTRUCTION DOCUMENTS

FOR

BUILDING NO. 59

Building 59 NERSC Facility Upgrade II

PROJECT MANUAL

THE REGENTS OF THE UNIVERSITY OF CALIFORNIA

ERNEST ORLANDO LAWRENCE

BERKELEY NATIONAL LABORATORY

BERKELEY, CALIFORNIA

January 29th, 2024

BUILDING NO. 59 SC#

LBNL Facilities Master Specifications M000105-1 Revised Certifications 05/27/2022

SECTION 000105

CERTIFICATIONS

Note to Specifier: A/E's affix stamp and wet sign in the spaces provided.

Name of Architect City State

Name of Mechanical Engineer

Name of Structural Engineer

Name of Fire Protection Engineer

JMA Civil, Inc.

Oakland California

Name of Electrical Engineer

END OF SECTION

C T

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C-19329

RENEWAL

DATE

MICHAEL RANE

DOWNEY

09/30/2025 htreutel Model htreutel

ARCH E1

LBNL Facilities Master Specifications 000110-1 Revised Table of Contents 02/03/2020

SECTION 000110

TABLE OF CONTENTS

DIVISION 00 – CONTRACT CONDITIONS

Section 000101 Project Manual Title Page Section 000105 Certifications Section 000110 Table of Contents Section 000115 List of Drawings Section 009113 Bidding Addenda

DIVISION 01 – GENERAL REQUIREMENTS

Section 010000 General Requirements Section 012300 Alternates Section 013216 Construction Progress Schedule Section 013500 Special Procedures Section 013513.12 Cleanroom Special Construction and Cleaning

Procedures Section 013513.13 Cleanroom Certification and Acceptance Section 013523.11 Lateral Force Provisions Section 013529 Environment, Safety, and Health Procedures Section 013553.13 Computer Aided Design Files Procedures Section 013553.14 Appendix A - Revocable Grant of License Section 017329 Cutting and Patching Section 017419 Construction Waste Management Section 017900 Demonstration and Training Section 019113 General Commissioning Requirements

DIVISION 02 – EXISTING CONDITIONS

Section 024116 Structure Demolition Section 024119 Selective Structure Demolition

DIVISION 03 – CONCRETE

Section 031100 Concrete Forming Section 033000 Cast-In-Place Concrete Section 033053 Site Cast-In-Place Concrete Section 036000 Grouting

LBNL Facilities Master Specifications 000110-2 Revised

DIVISION 05 – METALS

Section 051200 Structural Steel Framing Section 053123 Steel Roof Decking Section 054000 Cold-Formed Metal Framing Section 055000 Metal Fabrications Section 055100 Metal Stairs Section 055213 Pipe and Tube Railings Section 055300 Metal Gratings

DIVISION 06 – WOOD, PLASTICS AND COMPOSITES

NOT USED

DIVISION 07 – THERMAL AND MOISTURE PROTECTION

Section 071326 Self Adhering Sheet Waterproofing Section 071416 Cold Fluid Applied Waterproofing

Section 071813 Pedestrian Traffic Coatings Section 072113 Board Insulation

Section 072116 Blanket Insulation Section 074013 Roofing and Siding Metal Panels

Section 075419 Polyvinyl-Chloride (PVC) Roofing Section 076200 Sheet Metal Flashing and Trim Section 078100 Applied Fireproofing Section 078413 Penetration Firestopping

Section 078443 Joint Firestopping Section 079200 Joint Sealants

DIVISION 08 – OPENINGS

Section 081113 Hollow Metal Doors and Frames

Section 087100 Door Hardware

DIVISION 09 – FINISHES

Section 092216 Non-Structural Metal Framing

Section 092400 Cement Plastering Section 092900 Gypsum Board

Section 096513 Resilient Base and Accessories

Section 096723.13 Polyurethane Modified Concrete Resinous Flooring Section 099113 Exterior Painting

Section 099123 Interior Painting

Section 099727.13 Coating for Utility Piping

LBNL Facilities Master Specifications 000110-3 Revised

DIVISION 10 – SPECIALTIES

Section 104400 Fire Extinguishers

Section 107113 Exterior Sun Control Specialties

DIVISION 11 THROUGH 20 – NOT USED

DIVISION 21 – FIRE SUPPRESSION

Section 210500 Common Results for Fire-Suppression Section 210553 Identification for Fire-Suppression Piping and Equipment Section 211313 Wet-Pipe Sprinkler Systems

DIVISION 22 – PLUMBING

Section 220500 Common Results for Plumbing Section 220529 Hangers and Supports for Plumbing Piping and

Equipment Section 220553 Identification for Plumbing Piping and Equipment Section 220800 Commissioning of Plumbing Section 221111 Facility Plumbing Piping Section 221112 Facility Plumbing Piping Specialties Section 221353 Concrete Detention Tanks

DIVISION 23 – HVAC

Section 230111.13 Testing and Maintenance of HVAC Section 230500 Common Results for HVAC Section 230513 Common Motor Requirements for HVAC Equipment Section 230516.11 Expansion Fittings and Loops for HVAC Piping Section 230523 Valves Section 230529 Hangers and Supports for HVAC Piping and Equipment Section 220548 Noise, Vibration and Seismic Controls for HVAC Piping and Equipment Section 230553 Identification for HVAC Piping and Equipment Section 230593 Testing, Adjusting, and Balancing for HVAC Section 230800 Commissioning of HVAC Section 232113 Hydronic Piping Section 232120 Hydronic Specialties Section 233100 Ductwork Section 233400 Fans Section 233700 Air Outlets and Inlets Section 236500 Dry Closed Circuit Cooler

LBNL Facilities Master Specifications 000110-4 Revised

DIVISION 24 – NOT USED

DIVISION 25 – INTEGRATED AUTOMATION

Section 250800 Building Automation Systems – Cx Section Section 255000 Facilities Monitoring and Control System

DIVISION 26 – ELECTRICAL

Section 260500 Common Work Results for Electrical

Section 260501 Inspections and Testing for Electrical Work Section 260513 Medium Voltage Cable

Section 260519.11 600 Volt Conductors and Cable Section 260519.12 Metal Clad Cable Section 260523 Low-Voltage Electrical Power Conductors and Cables Section 260526 Secondary Grounding for Electrical Systems Section 260533 Electrical Conduit Section 260533.13 Boxes for Electrical Systems Section 260536 Cable Trays for Electrical Systems Section 260553 Identification for Electrical Services Section 260573 Electrical System Studies

Section 260800 Commissioning of Electrical Systems Section 260923 Lighting Control Devices Section 261116 Secondary Unit Substations Section 261326.16 Medium Voltage Arc-Resistant Metal Clad Switchgear Section 262213 Low-Voltage Distribution Transformers Section 262416 Panelboards Section 262713.11 Non-Revenue Metering

Section 262713 Electricity Metering Section 262726 Wiring Devices

Section 262816.11 Safety Disconnect Switches Section 262923 Variable Frequency Drives Section 263313 Batteries and Battery Chargers Section 265000 Lighting

DIVISION 27 – NOT USED

DIVISION 28 – ELECTRONIC SAFETY AND SECURITY

Section 281313.11 Card Access System Section 282300 Video Surveillance Section 283176 Interior Fire Alarm and Mass Notification System

DIVISION 29 THROUGH 30 – NOT USED

LBNL Facilities Master Specifications 000110-5 Revised

DIVISION 31 - EARTHWORK

Section 311000 Site Clearing Section 312213 Rough Grading Section 312316 Excavation Section 312316.13 Trenching Section 312323.13 Backfilling Section 313500 Slope Protection Section 314000 Shoring and Underpinning Section 315000 Excavation Support and Protection Section 315100 Anchor Tiebacks Section 316213 Concrete Piles

DIVISION 32 – EXTERIOR IMPROVEMENTS

Section 321123 Aggregate Base Courses Section 321313 Concrete Paving Section 321723 Pavement Markings

DIVISION 33 – UTILITIES

Section 330110 Operation and Maintenance of Utilities Section 330500 Common Work Results for Utilities Section 330600.10 Schedules for Utility Piping Section 334000 Storm Drainage Utilities Section 334913 Electrical Utility, Ductbanks and Manholes

DIVISION 34 THROUGH 50 – NOT USED

END OF SECTION

LBNL Facilities Master Specifications M000115-1 Revised List of Drawings 05/27/2022

SECTION M000115 – LIST OF DRAWINGS

[*** Sheets Prepared By LBNL]

Sht. No. Category/Sheet Title Drawing Number

GENERAL

TS001 TITLE SHEET 4N59G019

GI001 DRAWING INDEX 4N59G020

GI002 SCOPE SUMMARY 4N59G021

GI003 RECOMMENDED SEQUENCING PLAN 4N59G022

CIVIL

GC001 CIVIL LEGEND & ABBREVIATIONS 4N59C034

GC002 GNERAL NOTES 4N59C035

GC101 SURVEY CONTROL PLAN 4N59C036

GC301 NORTH SLOPE TYPICAL SECTIONS 4N59C037

GC302 NORTH SLOPE TYPICAL SECTIONS 4N59C038

GC303 NORTH SLOPE TYPICAL SECTIONS 4N59C039

CD107 NORTH SLOPE DEMOLITION PLAN 4N59C041

CD107D NORTH SLOPE DEMOLITION PLAN - OPTIONS D 4N59C042

CD107E NORTH SLOPE DEMOLITION PLAN - OPTIONS E 4N59C043

CD108 EAST SLOPE DEMOLITION PLAN 4N59C044

CS107 NORTH SLOPE SITE LAYOUT PLAN 4N59C045

CS107D NORTH SLOPE SITE LAYOUT PLAN - OPTION D 4N59C046

CS107E NORTH SLOPE SITE LAYOUT PLAN - OPTION E 4N59C047

CS108 EAST SLOPE SITE LAYOUT PLAN 4N59C048

CG107 NORTH SLOPE GRADING & DRAINAGE PLAN 4N59C049

CG107D NORTH SLOPE GRADING & DRAINAGE PLAN - OPTION D 4N59C050

CG107E NORTH SLOPE GRADING & DRAINAGE PLAN - OPTION E 4N59C051

CG108 EAST SLOPE GRADING & DRAINAGE PLAN 4N59C052

CG109 EROSION CONTROL PLAN 4N59C053

CU107 NORTH SLOPE UTILITY PLAN 4N59C054

CU108 EAST SLOPE UTILITY PLAN 4N59C055

CS501 CIVIL DETAILS 4N59C056

CS502 CIVIL DETAILS - EROSION CONTROL 4N59C057

STRUCTURAL

S-001 SCOPE OF WORK AND SITE PLAN 4N59S108

S-002 GENERAL NOTES 4N59S109

S-003 GENERAL NOTES 4N59S110

S-004 ABBREVIATIONS AND LEGEND 4N59S111

SB101 NORTH SLOPE OVERALL PLAN 4N59S112

SB105 NORTH SLOPE PIPE SUPPORT FOUNDATION PLAN 4N59S113

SB107-A NORTH SLOPE PLATFORM FOUNDATION PLAN - BASE SCOPE 4N59S114

LBNL Facilities Master Specifications M000115-2 Revised

SB107-B NORTH SLOPE PLATFORM FRAMING PLAN - BASE SCOPE 4N59S115

SB107D-A NORTH SLOPE PLATFORM FOUNDATION PLAN - OPTION D 4N59S116

SB107D-B NORTH SLOPE PLATFORM FRAMING PLAN - OPTION D 4N59S117

SB107E-A NORTH SLOPE PLATFORM FOUNDATION PLAN - OPTION E 4N59S118

SB107E-B NORTH SLOPE PLATFORM FRAMING PLAN - OPTION E 4N59S119

SB301 NORTH PAD SECTIONS GRIDS N.3, N.5, N.9 AND N.7 4N59S120

SB302 NORTH PAD SECTIONS N.1, N.13, N.11 AND N.15 4N59S121

SB303 NORTH PAD SECTIONS AT GRIDS N.C AND N.D 4N59S122

SB304 NORTH PAD SECTIONS AT GRIDS N.E AND N.F 4N59S123

SB305 NORTH PAD SECTIONS AT GRIDS N.G AND N.H 4N59S124

SB306 NORTH PAD SECTIONS AT GRIDS N.J AND N.A 4N59S125

SB307 NORTH MIDSLOPE WALL SECTION AT GRID N.6 AND N.9 4N59S126

SB308 NORTH SLOPE SECTIONS 4N59S127

SB401 NORTH PAD FRAMING - ENLARGED PLANS 4N59S128

SB402 NORTH PAD FRAMING - ENLARGED PLANS 4N59S129

SB403 NORTH PAD FRAMING - ENLARGED PLANS 4N59S130

SB404 NORTH PAD FRAMING - ENLARGED PLANS 4N59S131

SB405 NORTH PAD FRAMING - ENLARGED PLANS 4N59S132

SB406 NORTH PAD FRAMING - ENLARGED PLANS 4N59S133

SB501 NORTH SLOPE FOUNDATION DETAILS 4N59S134

SB502 NORTH SLOPE FOUNDATION DETAILS 4N59S135

SB503 NORTH SLOPE FOUNDATION DETAILS 4N59S136

SB601 NORTH SLOPE FRAMING DETAILS 4N59S137

SB602 NORTH SLOPE FRAMING DETAILS 4N59S138

SB603 NORTH SLOPE FRAMING DETAILS 4N59S139

SE108-B COMPUTE / VAULT LEVEL PLAN 4N59S140

SE108-C EAST SLOPE / SWITCHGEAR PLAN 4N59S141

SE201 EAST SLOPE ELEVATION AT GRID I.7 4N59S142

SE202 EAST PAD TIE BACK WALL ELEVATIONAT GRID E.A 4N59S143

SE401 EAST PAD ENLARGED PLANS 4N59S144

SE402 EAST PAD ENLARGED PLANS 4N59S145

SE601 EAST SLOPE TYPICAL SECTION 4N59S146

SE602 EAST SLOPE WALL ELEVATION 4N59S147

SE603 EAST SLOPE SECTIONS 4N59S148

SE604 EAST PAD DETAILS 4N59S149

SE605 EAST PAD DETAILS 4N59S150

SE606 EAST PAD STAIR DETAILS 4N59S151

SF101 MECHANICAL LEVEL OVERALL FLOOR PLAN 4N59S152

SF102 MECHANICAL LEVEL OVERALL REFLECTED CEILING PLAN 4N59S153

SF103 COMPUTING LEVEL OVERALL FLOOR PLAN 4N59S154

SF104 EXHAUST FAN EQUIPMENT PLATFORM FRAMING PLAN 4N59S155

LBNL Facilities Master Specifications M000115-3 Revised

SF105 MVSG FLOOR PLAN 4N59S156

SF405 WEST WALL ENLARGED PLANS AND SECTIONS 4N59S157

SF407 WEST WALL ENLARGED PLANS AND SECTIONS 4N59S158

SF601 TYPICAL METAL STUD DETAILS 4N59S159

SF602 TYPICAL METAL STUD AND STEEL DETAILS 4N59S160

SF701 480V ROOM FOUNDATION AND FRAMING PLANS 4N59S161

SF702 MECHANICAL ROOM ELEVATIONS 4N59S162

SF703 MECHANICAL ROOM SECTIONS 4N59S163

SK601

EQUIPMENT SCHEDULES, MIX DESIGNS, SYSTEM SCHEDULES

AND OPTIONS

4N59S164

SK602 SPECIAL INSPECTION SCHEDULES 4N59S165

ST501 TYPICAL FOUNDATION AND CONCRETE DETAILS 4N59S166

ST502 TYPICAL FOUNDATION AND CONCRETE DETAILS 4N59S167

ST503 TYPICAL STEEL DECK DETAILS AND STEEL DETAILS 4N59S168

ST504 TYPICAL STEEL DETAILS 4N59S169

SY101 ANCHORAGE DETAILS 4N59S170

SY102 ANCHORAGE DETAILS 4N59S171

SY103 ANCHORAGE DETAILS 4N59S172

SY104 ANCHORAGE DETAILS 4N59S173

SY105 GRID 1 PIPE SUPPORT FRAMING PLAN AND DETAILS 4N59S174

SY106 GRID 12 PIPE DETAILS 4N59S175

SY107 NORTH SLOPE EQUIPMENT ANCHORAGE DETAILS 4N59S176

SY108 NORTH SLOPE PLATFORM PIPING DETAILS 4N59S177

SY109 GRID A PIPE ELEVATION 4N59S178

SY110 GRID C AND 6 PIPE ELEVATION 4N59S179

SY111 PIPE SUPPORT DETAILS 4N59S180

SY112 PIPE SUPPORT DETAILS 4N59S181

SZ100 ATTACHMENT SCHEDULES 4N59S182

SZ101 COMMODITY SUPPORT DETAILS 4N59S183

SZ102 COMMODITY SUPPORT DETAILS 4N59S184

SZ103 COMMODITY SUPPORT DETAILS 4N59S185

SZ104 COMMODITY SUPPORT DETAILS 4N59S186

SZ105 COMMODITY SUPPORT DETAILS 4N59S187

SZ106 SUPPORT DETAILS AT COMPUTE LEVEL FRAMING 4N59S188

SZ107 SUPPORT DETAILS AT COMPUTE LEVEL FRAMING 4N59S189

ARCHITECTURAL

A001 ARCHITECTURAL DRAWING LIST & CODE ANALYSIS 4N59A181

A002 PROJECT INFORMATION/ ABBREVIATIONS/ ARCHITECTURAL

NOTES

4N59A182

A003 CAL GREEN CHECKLIST 4N59A183

A006 LIFE SAFETY PLAN 4N59A186

LBNL Facilities Master Specifications M000115-4 Revised

A007 UL RATED ASSEMBLIES 4N59A187

A008 UL RATED ASSEMBLIES 4N59A188

A009 UL RATED ASSEMBLIES 4N59A189

A010 UL RATED ASSEMBLIES 4N59A190

A011 DEMOLITION SCOPE 4N59A191

A101 ARCHITECTURAL SITE PLAN 4N59A192

A101-NS MECH LEVEL - FLOOR PLAN OVERALL 4N59A193

A107-A NORTH SLOPE PAD - GRATING PLATFORM 4N59A194

A107-B NORTH SLOPE PAD - DECORATIVE SCREEN 4N59A195

A107-C NORTH SLOPE PAD - BASE WALL 4N59A196

A107-D NORTH SLOPE PAD - REFLECTED CEILING PLAN 4N59A197

A107D-A NORTH SLOPE PAD - GRATING PLATFORM 4N59A198

A107D-B NORTH SLOPE PAD - DECORATIVE SCREEN 4N59A199

A107D-C NORTH SLOPE PAD - BASE WALL 4N59A200

A107D-D NORTH SLOPE PAD - REFLECTED CEILING PLAN 4N59A201

A107E-A NORTH SLOPE PAD - GRATING PLATFORM 4N59A202

A107E-B NORTH SLOPE PAD - DECORATIVE SCREEN 4N59A203

A107E-C NORTH SLOPE PAD - BASE WALL 4N59A204

A107E-D NORTH SLOPE PAD - REFLECTED CEILING PLAN 4N59A205

A108 EAST SLOPE PAD 4N59A206

A201 ELEVATIONS - NORTH SLOPE PAD 4N59A207

A201D ELEVATIONS - NORTH SLOPE PAD 4N59A208

A201E ELEVATIONS - NORTH SLOPE PAD 4N59A209

A202 ELEVATIONS - EAST SLOPE PAD 4N59A210

A205 ELEVATIONS - ELEC RM 1204 4N59A211

A301 SECTIONS - NORTH SLOPE PAD 4N59A212

A301D SECTIONS - NORTH SLOPE PAD 4N59A213

A301E SECTIONS - NORTH SLOPE PAD 4N59A214

A302 SECTIONS - EAST SLOPE PAD 4N59A215

A303 ENLARGED SECTION MECH ROOM 1204 4N59A216

A304 WALL SECTIONS 4N59A217

A401 ENLARGED PLAN - EAST SLOPE STAIR 4N59A218

A402 ENLARGED MECH LEVEL PLAN - CATWALK 4N59A219

A403 ENLARGED FLOOR PLANS - MECH LEVEL RM 1204 4N59A220

A404 MECH LEVEL - RCP 4N59A221

A405 EQUIPMENT LIFTS 4N59A222

A406 NORTH SLOPE PAD CORNERS 4N59A223

A407 NORTH SLOPE PAD CORNERS 4N59A224

A501 EXTERIOR DETAILS 4N59A225

A502 EXTERIOR DETAILS 4N59A226

A503 EXTERIOR DETAILS 4N59A227

LBNL Facilities Master Specifications M000115-5 Revised

A504 EXTERIOR DETAILS 4N59A228

A505 EXTERIOR DETAILS 4N59A229

A602 DOOR SCHEDULE AND DETAILS 4N59A230

A603 EXTERIOR FINISH SCHEDULE 4N59A231

FIRE ALARM

FA-01 FIRE ALARM COVER SHEET AND DRAWING INDEX 4N59M155

FA-02 FIRE ALARM EQUIPMENT LIST 4N59M156

FA-03 MISCELLANEOUS NOTES AND DETAILS 4N59M157

FA-11 FIRE ALARM RISER DIAGRAM - MECHANICAL LEVEL 4N59M158

FA-12 FIRE ALARM RISER DIAGRAM - COMPUTING LEVEL LEVEL 4N59M159

FA-14 FIRE ALARM PLAN - MECHANICAL LEVEL SOUTH 4N59M160

FA-15A FIRE ALARM PLAN - NORTH SLOPE PAD 4N59M161

FA-15B FIRE ALARM PLAN - EAST SLOPE PAD 4N59M162

FIRE PROTECTION

FP-000 GENERAL NOTES AND HANGER DETAILS 4N59M163

FP-200B NEW MECHANICAL LEVEL SOUTH PIPING 4N59M164

FP-200C SPRINKLER PIPING PLAN - ELECTRICAL ROOM 4N59M165

PLUMBING

PL001 ABBREVIATIONS AND NOTES 4N59P042

PL002 EQUIPMENT SCHEDULES 4N59P043

PL101 OVERALL PLAN - MECHANICAL LEVEL & EXTERIOR LOCATIONS 4N59P044

PL107 PLAN - NORTH SLOPE PAD 4N59P045

MECHANICAL

M-001 ABBREVIATIONS AND NOTES 4N59M166

M-002 LEGEND 4N59M167

M-601 TITLE 24 CERTIFICATES - MECHANICAL SYSTEMS 4N59M168

MD101-N DEMOLITION PLAN - MECHANCAL LEVEL NORTH @ 0 TO 18FT 4N59M169

MD101-S DEMOLITION PLAN - MECHANCAL LEVEL SOUTH @ 0 TO 18FT 4N59M170

MH001 HVAC - EQUIPMENT SCHEDULES 4N59M171

MH101 OVERALL HVAC PLAN - MECHANICAL LEVEL & EXTERIOR

LOCATIONS

4N59M172

MH101-S HVAC PLAN - MECHANICAL LEVEL SOUTH 4N59M173

MH401 ENLARGED HVAC SECTIONS - ELECTRICAL ROOM 4N59M175

MH601 DIAGRAMS - ELECTRICAL ROOM VENTILATION 4N59M176

MP001 HYDRONIC - EQUIPMENT SCHEDULES 4N59M177

MP101 OVERALL PIPING PLAN - MECHANICAL LEVEL & EXTERIOR

LOCATIONS

4N59P046

MP101-N PIPING PLAN - MECHANICAL LEVEL NORTH @ 0 TO 18FT 4N59P047

MP101-S PIPING PLAN - MECHANICAL LEVEL SOUTH @ 0 TO 18FT 4N59P048

MP106 PIPING PLAN - COOLING TOWER 4N59P049

MP107 PIPING PLAN - NORTH SLOPE PAD BASE SCOPE 4N59P050

LBNL Facilities Master Specifications M000115-6 Revised

MP107D PIPING PLAN - NORTH SLOPE PAD INDEPENDENT OPTION D 4N59P051

MP107E PIPING PLAN - NORTH SLOPE PAD INDEPENDENT OPTION E 4N59P052

MP201 PIPING ELEVATION - EXTERIOR PIPING 4N59P053

MP301 PIPING SECTIONS - ACHE INTERIOR SUPPLY & RETURN 4N59P054

MP401 ENLARGED PIPING SECTIONS - ACHE HEADER 4N59P055

MP402 ENLARGED PIPING SECTIONS - ACHE HEADER 4N59P056

MP403 ENLARGED PIPING SECTIONS - ACHE HEADER 4N59P057

MP404 ENLARGED PIPING SECTIONS - ACHE HEADER 4N59P058

MP501 PIPING DETAILS 4N59P059

MP601 SCHEDULES - VALVES & INSTRUMENTS 4N59P060

MP602 DIAGRAMS - ACHE BYPASS 4N59P061

MP603 DIAGRAMS - ACHE UNIT 4N59P062

MP701 PROCESS PIPING DIAGRAM - COOLING WATER 4N59P063

MP702 PROCESS PIPING DIAGRAM - TOWER WATER 4N59P064

MP703 PROCESS PIPING DIAGRAM - ACHE 4N59P065

MP801 CLEARANCE PLAN - NORTH SLOPE PAD 4N59P066

CONTROLS

J001 ABBREVIATIONS AND NOTES 4N59J080

J002 BUILDING AUTOMATION SYSTEMS - EQUIPMENT SCHEDULES 4N59J081

J101 OVERALL PLAN - MECHANICAL LEVEL & EXTERIOR LOCATIONS 4N59J082

J101-S PLAN - MECHANICAL LEVEL SOUTH 4N59J083

J107 PLAN - NORTH SLOPE PAD BASE SCOPE 4N59J084

J107D PLAN - NORTH SLOPE PAD INDEPENDENT OPTION D 4N59J085

J107E PLAN - NORTH SLOPE PAD INDEPENDENT OPTION E 4N59J086

J401 ENLARGED PLAN - ACHE BYPASS 4N59J087

J601 BUILDING AUTOMATION NETWORK - RISER DIAGRAM 4N59J088

J602 MECHANICAL CONTROLS - CONTROL VALVE SCHEDULE 4N59J089

J603 MECHANICAL CONTROLS - CONTROL POWER 4N59J090

J604 MECHANICAL CONTROLS DIAGRAM - COOLING WATER

PUMPS

4N59J091

J605 MECHANICAL CONTROLS DIAGRAM - TOWER WATER PUMPS 4N59J092

J606 MECHANICAL CONTROLLERS - CM-12 4N59J093

J607 MECHANICAL CONTROLLERS - TOWER & PUMP VFD

NETWORK ADDITIONS

4N59J094

J608 MECHANICAL CONTROLS DIAGRAM & SCHEMATIC - ACHE

BYPASS

4N59J095

J609 MECHANICAL CONTROL SCHEMATIC - ELECTRICAL ROOM

EXHAUST FAN DIAGRAM

4N59J096

J610 MECHANICAL CONTROLLERS - CM-61 IN TCP-M15 4N59J097

J611 MECHANICAL CONTROLS DIAGRAM - ACHE ARRAY 4N59J098

J612 MECHANICAL CONTROLS SCHEMATIC - ACHE ARRAY 4N59J099

J613 MECHANICAL CONTROLLERS - CM-62 IN TCP-M16 & VFDS 4N59J100

LBNL Facilities Master Specifications M000115-7 Revised

J614 MECHANICAL CONTROLLERS - CM-62 IN TCP-M16 & VFDS 4N59J101

J701 BUILDING AUTOMATION SEQUENCE OF OPERATIONS 4N59J102

J702 BUILDING AUTOMATION SEQUENCE OF OPERATIONS 4N59J104

ELECTRICAL

E-001 LEGEND, SYMBOLS, DRAWING INDEX 4N59E241

E-002 ABBREVIATIONS, NOTES, FEEDER SCHEDULE 4N59E242

ED101-S DEMOLITION PLAN - MECHANICAL LEVEL SOUTH 4N59E243

ED102-S DEMOLITION PLAN - COMPUTING LEVEL SOUTH 4N59E244

ED602 DEMOLITION PLAN - SINGLE-LINE MSB612A/613A/628A 4N59E245

ED603 DEMOLITION PLAN - SINGLE-LINE MSB690A 4N59E246

ED607 DEMOLITION PLAN - PANEL SCHEDULE 689A 4N59E247

EL101 OVERALL LIGHTING PLAN - MECHANICAL & EXTERIOR

LOCATIONS

4N59E248

EL107 LIGHTING PLAN - NORTH SLOPE PAD 4N59E249

EL107D LIGHTING PLAN - NORTH SLOPE PAD - OPTION D 4N59E250

EL107E LIGHTING PLAN - NORTH SLOPE PAD - OPTION E 4N59E251

EL108 LIGHTING PLAN - EAST SLOPE PAD 4N59E252

EL401 ENLARGED LIGHTING PLAN - REFRIGERANT MACHINERY

ROOM

4N59E253

EL405 ENLARGED LIGHTING PLAN - LIGHTING PANEL LOCATION 4N59E254

EL501 TITLE 24 CERTIFICATES- INDOOR LIGHTING 4N59E255

EL501A TITLE 24 CERTIFICATES- INDOOR LIGHTING (Cont.) 4N59E256

EL502 TITLE 24 CERTIFICATES- OUTDOOR LIGHTING 4N59E257

EL502 A TITLE 24 CERTIFICATES- OUTDOOR LIGHTING (Cont.) 4N59E258

EL503 TITLE 24 CERTIFICATES- SIGN LIGHTING 4N59E259

EL701 LIGHTING CONTROLS RISER DIAGRAM-DETAILS 4N59E260

EP101 OVERALL POWER PLAN - MECHANICAL LEVEL & EXTERIOR

LOCATIONS

4N59E261

EP101N POWER PLAN - MECHANICAL LEVEL NORTH 4N59E262

EP101S POWER PLAN - MECHANICAL LEVEL SOUTH 4N59E263

EP101S-B GROUNDING PLAN - MECHANICAL LEVEL SOUTH 4N59E264

EP102 OVERALL POWER PLAN - COMPUTING LEVEL 4N59E265

EP102-F OVERALL POWER PLAN - COMPUTING LEVEL - OPTION F 4N59E267

EP102N POWER PLAN - COMPUTING LEVEL EAST 4N59E268

EP102N-F POWER PLAN - COMPUTING LEVEL EAST - OPTION F 4N59E269

EP102N-B GROUNDING PLAN - COMPUTING LEVEL EAST 4N59E270

EP102S POWER PLAN - COMPUTING LEVEL NORTH 4N59E271

EP102E POWER PLAN - COMPUTING LEVEL SOUTH 4N59E272

EP102E-F POWER PLAN - COMPUTING LEVEL SOUTH - OPTION F 4N59E273

EP106 POWER PLAN - COOLING TOWERS 4N59E274

EP107A POWER PLAN - NORTH SLOPE PAD EQUIPMENT 4N59E275

LBNL Facilities Master Specifications M000115-8 Revised

EP107A-D POWER PLAN - NORTH SLOPE PAD EQUIPMENT - OPTION D 4N59E276

EP107A-E POWER PLAN - NORTH SLOPE PAD EQUIPMENT - OPTION E 4N59E277

EP107B POWER PLAN - NORTH SLOPE PAD EQUIPMENT GROUNDING

PLAN

4N59E278

EP107B - D POWER PLAN - NORTH SLOPE PAD EQUIPMENT - OPTION D 4N59E279

EP107B - E POWER PLAN - NORTH SLOPE PAD EQUIPMENT - OPTION E 4N59E280

EP107C POWER PLAN - NORTH SLOPE UNDERGROUND CONDUIT 4N59E281

EP107C - D POWER PLAN - NORTH SLOPE PAD EQUIPMENT - OPTION D 4N59E282

EP107C - E POWER PLAN - NORTH SLOPE PAD EQUIPMENT - OPTION E 4N59E283

EP108A - F POWER PLAN - EAST SLOPE PAD EQUIPMENT 4N59E284

EP108-B - F POWER PLAN - EAST SLOPE PAD SUBSTATION GROUNDING 4N59E285

EP402 ENLARGED POWER PLAN - TITLE 24 VOLTAGE DROP

CALCULATIONS

4N59E286

EP501 ELECTRICAL DETAILS 4N59E287

EP502 ELECTRICAL DETAILS 4N59E288

EP504 ELECTRICAL DETAILS 4N59E289

EP601 CONNECTION SCHEDULE AND PANEL SCHEDULE INDEX 4N59E290

EP602 PANEL SCHEDULE - 612A PANELS 4N59E291

EP603 PANEL SCHEDULE - 690A PANELS 4N59E292

EP604 PANEL SCHEDULE - 783A PANELS 4N59E293

EP605 PANEL SCHEDULE - 784A PANELS 4N59E294

EP606 PANEL SCHEDULE - 596A PANELS 4N59E295

EP607 PANEL SCHEDULE -689A PANELS 4N59E296

EP608 PANEL SCHEDULE - MISC. PANELS 4N59E297

EP610 METERING SCHEDULE 4N59E298

EP611 EMERGENCY POWER OFF (EPO) MATRIX 4N59E299

EP701 SINGLE LINE DIAGRAM - MVSG SW-A7 4N59E300

EP701-F SINGLE LINE DIAGRAM - MVSG SW-A7 - OPTION F 4N59E301

EP702-F SINGLE LINE DIAGRAM - MVSG SW-A8 4N59E302

EP703 SINGLE LINE DIAGRAM - MSB590A 4N59E303

EP704 SINGLE LINE DIAGRAM - MSB612A/613A/628A/689A 4N59E304

EP705 SINGLE LINE DIAGRAM - MSB690A 4N59E305

EP706 SINGLE LINE DIAGRAM - HPC SUB-STATIONS 4N59E307

EP706-F SINGLE LINE DIAGRAM - HPC SUB-STATIONS - OPTION F 4N59E308

EP707 SINGLE LINE DIAGRAM - MSB694A/695A 4N59E309

EP708 SINGLE LINE DIAGRAM - COOLING TOWER FEEDERS 4N59E310

EP801S CLEARANCE PLAN - ELECTRICAL AREA SOUTH MECHANICAL 4N59E311

EP802E-F CLEARANCE PLAN - EAST SLOPE SWITCH GEAR 4N59E312

EP802N CLEARANCE PLAN - COMPUTING LEVEL NORTH 4N59E313

EY001 SECURITY TITLE SHEET 4N59E314

EY101 SECURITY PLAN - SCOPE AREA DIAGRAM 4N59E315

LBNL Facilities Master Specifications M000115-9 Revised

EY107 SECURITY PLAN - NORTH SLOPE 4N59E316

EY107-D SECURITY PLAN - NORTH SLOPE OPTION D & E 4N59E317

EY108-F SECURITY PLAN - EAST SLOPE - OPTION F 4N59E318

EY401 SECURITY PLAN - ELECTRICAL ROOM - MECHANICAL LEVEL 4N59E319

EY402 SECURITY PLAN - IDF EQUIPMENT ROOM 4N59E320

EY501 SECURITY - INSTALLATION DETAILS 4N59E321

EY601 SECURITY - PATHWAYS RISER DIAGRAM 4N59E322

EY602 SECURITY - ACMS BLOCK DIAGRAM 4N59E323

EY603 SECURITY - DOOR HARDWARE SCHEDULE 4N59E324

END OF SECTION M000115

LBNL Facilities Master Specifications 010000-1 Revised General Requirements 09/05/2022

SECTION 010000 – GENERAL REQUIREMENTS

PART 1 - GENERAL

1.1 INTENT AND ARRANGEMENT OF DOCUMENTS

A. THESE SPECIFICATIONS AND DRAWINGS are intended to include everything necessary to perform the entire work properly. Every item necessarily required may not be specifically mentioned or shown. Unless expressly stated, all systems and equipment shall be complete and operable.

B. TITLES AND HEADINGS to Divisions, Sections and paragraphs in these Subcontract documents are introduced for convenience and shall not be taken as a correct or complete segregation of the several units of materials and labor. No responsibility either direct or implied is assumed by the University or the Project Manager for omissions or duplications by the Subcontractor or the Subcontractor's Lower-tier subcontractors, due to real or alleged error in arrangement of matter in the Subcontract documents.

C. THE TERMS of the Subcontract, General Provision for Fixed Price Construction, and General Requirements apply to each Division of these Specifications as fully as if repeated within that Division.

D. ITEMS LISTED under Scope of Work for each Division of the Specifications are not necessarily all inclusive.

The Subcontractor shall be responsible for the complete job.

E. PORTIONS OF THESE Specifications are of the abbreviated, simplified type and may include incomplete sentences.

1. Omissions of words or phrases such as: the Subcontractor shall, in conformity with, shall be, as noted on the drawings, in accordance with details, a, the, and all are intentional. Omitted words or phrases shall be supplied by inference in the same manner as they are when a note occurs on the drawings.

2. Such terms as: approved, reviewed, equal, as directed, as required, as permitted, acceptable, and satisfactory mean by or to the Architect/Engineer or Project Manager.

1.2 DEFINITIONS AND STATUS OF INDIVIDUALS

A. The terms defined in the Subcontract, General Conditions, and General Provisions for Fixed Price Construction shall apply throughout. Certain additional terms and refinements shall apply as specified below.

B. Subcontractor: The term "Subcontractor" shall mean the person or firm responsible for the execution of this Subcontract, or any portion thereof. This shall include the General or Prime Contractor, all Lower-tier subcontractors and any suppliers. Trade Subcontractor usually refers to the particular contractor concerned with the Section in which the term is found, but this in no way relieves the Subcontractor of its sole responsibility for completing the entire work of this Subcontract.

1. The Subcontractor shall complete the work in accordance with the Subcontract Documents, approved submittals that comply with the Subcontract Documents, and any clarifications or instructions issued by the University. The Subcontractor shall not be relieved of any responsibility to comply with such requirements by the activities of the University.

C. Architect/Engineer: The term "Architect/Engineer" is the person or firm designated as the responsible design professional (RDP). The Architect/Engineer shall interpret and clarify the intent of the construction Subcontract Documents, and will participate with the University in determining the acceptability of workmanship, materials and the progress of the work, and entitlement to payment. The Architect/Engineer will review proposed changes, substitutions, shop drawings, and schedules submitted by the Subcontractor for approval as required by the Subcontract Documents. The Architect/Engineer shall have access to the work at all times and the authority to recommend that the University not accept any work or materials deemed not to conform to the requirements of the Subcontract.

LBNL Facilities Master Specifications 010000-2 Revised

1. The Architect/Engineer for the University is:

a. Company: ENERCON Services, Inc.

b. Address: Emeryville, CA

D. Project Manager: During the Construction Phase, all submittals and communications with the Architect/Engineer shall be through the University's "Project Manager". The Project Manager will administer the technical requirements of the Subcontract and will coordinate the inspection of the work. All professional design responsibility matters will be determined by the Architect/Engineer.

1. The Project Manager for the University is:

a. David Topete, Project Manager Lawrence Berkeley National Laboratory 1 Cyclotron Road, Mailstop 76R0225 Berkeley, California 94720

(510) 486-5762 DTopete@lbl.gov

E. Subcontract Administrator: The "Subcontract Administrator" is the University's representative responsible for administering the business and contractual requirements of the Subcontract. The Subcontract Administrator participates in change order negotiations and is the University's representative authorized to effect binding formal changes to the Subcontract as required.

1. The Subcontract Administrator for the University is:

a. Emily Mastronardi, Subcontract Administrator Lawrence Berkeley National Laboratory 1 Cyclotron Road, Mailstop 76R0225 Berkeley, California 94720

(510) 486-4374 EMastronardi@lbl.gov

1.3 CODES

A. Applicable provisions of Public Law 91-54, the Constitution and Laws of the State of California, and the codes and regulations of the Department of Energy are hereby referred to and made a part of this Subcontract. All work performed shall be in accordance with such laws, codes, and regulations. The latest edition or supplement or amendment thereto in effect at the time of submittal of bid shall be considered to be the issue in effect (unless shown otherwise) of all applicable laws, codes, and regulations including, but not limited to:

1. California Building Code 2022 (CBC)

2. California Electrical Code 2022 (CEC)

3. California Mechanical Code 2022 (CMC)

4. California Plumbing Code 2022 (CPC)

5. California Energy Code 2022 (CEC)

6. California Fire Code 2022 (CFC)

7. NFPA 70 National Electrical Code 2020

8. General Services Administration 41 CFR Part 101-19

9. Americans with Disabilities Act (ADA)

10. Energy Conservation Performance Standards, 10 Code of Federal Regulations (CFR), Part 435

(Mandatory for Federal Buildings)

11. Codes and Standards listed in Division 01, Section 013529, Environment, Safety, and Health

Procedures.

12. Department of Energy (DOE) 420.1C, Facility Safety

13. Department of Energy (DOE) 1066-2023, Fire Protection

14. National Fire Protection Association (NFPA) Codes and Standards (excluding NFPA 5000)

B. Where codes or standard specifications other than those listed in this paragraph are referred to in the different Divisions of these specifications, it is understood that they apply as fully as if cited here.

C. Where differences exist between codes affecting this work, the code affording the greatest protection to the University shall govern.

LBNL Facilities Master Specifications 010000-3 Revised

D. If the Subcontractor observes that these drawings and specifications are at variance with the codes, the Subcontractor shall notify the Project Manager in writing at once for resolution.

E. Pursuant to Labor Code 6707, the Subcontractor shall include in its base bid all costs for provision of adequate sheeting, shoring, bracing, or equivalent method for the protection of life or limb, in conformance with applicable Federal and State safety orders.

F. Maintenance clearances shall be maintained around equipment as required by the plans and specifications and/or Codes and Standards, and as recommended by the equipment manufacturers. The maintenance envelope and equipment access shall be kept clear of any permanent obstruction. It is the Subcontractor’s responsibility to enforce these requirements with all Lower-tier subcontractors. The Subcontractor and Lower-tier subcontractors shall be responsible for correcting any infringement on this requirement at no cost to the University.

1.4 CONSTRUCTION LIMITS

A. The area to be set aside for the work under this Subcontract is shown on the drawings, and the Subcontractor shall confine the construction to the immediate area within the construction limits.

1.5 PARKING—THE USE OF ROADS—SITE ACCESS

A. PARKING: Parking for private vehicles is limited. Parking for Subcontractors and their workers will be limited to the construction limits and as agreed with the Project Manager. During periods of underutilization, Lawrence Berkeley National Laboratory (Berkeley Lab, LBNL) personnel will be allowed to use Subcontractor parking spaces. Parking regulations will be strictly enforced and all parking violations are subject to citation by the University of California Police Department.

B. USE OF ROADS: The Subcontractor may use certain University roads as designated by the University for the transportation of equipment, materials, workers, or other needs related to the work of this Subcontract.

The Subcontractor shall be responsible for all damage to roads, curbs, gutters, fences, guardrails, and other property resulting from Subcontractor use of the roads, and shall repair all damage resulting from such use.

C. SITE ACCESS: Heavy and slow-moving vehicles that impact the flow of traffic will not be permitted to enter LBNL from Hearst Avenue/Cyclotron Road or Centennial Drive between 7:00 a.m. and 8:30 a.m. on business days without written permission from the Project Manager. Requests to allow heavy and slow-moving vehicles to enter LBNL during this period shall be submitted to the Project Manager seven (7) calendar days in advance.

D. Permission for access to the site may be revoked for any and all persons who violate the University traffic regulations including speed limits, parking restrictions, and directions of the University Police. All of the Subcontractor's personnel, operating forces, and delivery personnel shall be made aware of and shall comply with traffic regulations at all times.

1.6 WORKING HOURS

A. Unless otherwise noted, construction operations shall be limited to the hours between 7:30 a.m. and 6:00 p.m., Mondays through Fridays, except for holidays. A request must be made to the University forty-eight

(48) hours in advance for approval of work days or hours other than those stated above.

B. The Lab observes a Winter Holiday break. Lab operations cease between December 24 (or the observed holiday for Christmas Eve) through January 1 (or the observed holiday for New Year’s Day). A request must be made to the University sixty (60) days in advance for approval of work days or hours other than those stated above.

C. Compliance is required with the City of Berkeley Noise Ordinance to maintain sound levels at the LBNL perimeter created by the project below maximum levels as follows:

LBNL Facilities Master Specifications 010000-4 Revised

Days Times Maximum Decibels Level

Monday – Friday 7:00 am to 7:00 pm 80

Saturday, Sunday, & Holidays 9:00 am to 8:00 pm 65

1.7 COORDINATION OF WORK

A. The Subcontractor shall coordinate and schedule the work of all its Lower-tier subcontractors, and shall furnish all information required by them for proper scheduling and execution of the work.

B. In the same manner, the Subcontractor shall coordinate the work with that of the University, and any other Subcontractor operating in the area, including reasonable adjustments of schedule in order to allow other Subcontractors or the University to do their work.

C. The University shall have the right to make final and binding decisions on disputes between the Subcontractor and any other Subcontractor operating in the area regarding:

1. Access to the site with work force, equipment, and/or materials to their work area.

2. Their adjacent work areas.

D. The Subcontractor shall immediately inform the Project Manager of the name of the person(s) designated as Superintendent representing the Subcontractor at the site. Once assigned, the Superintendent cannot be changed without the consent of the Project Manager.

1.8 INFORMATION TRANSMITTAL

A. The Subcontractor shall submit to the Project Manager the information and documents as described in the following Paragraphs B through I inclusive.

B. LIST OF LOWER-TIER SUBCONTRACTORS:

1. Within ten (10) calendar days following the effective date of Notice to Proceed, the Subcontractor shall submit a list of all Lower-tier subcontractors shown in the submitted proposal or bid documents for approval by the Project Manager. This list shall include the telephone numbers, addresses, license number, class, and portion of work to be accomplished.

2. Before the substitution of any Lower-tier subcontractor listed in the proposal or bid form, the Subcontractor shall obtain consent from the University.

C. COST BREAKDOWN

1. PROGRESS PAYMENTS

a. Within ten (10) calendar days following the effective date of Notice to Proceed, the Subcontractor shall submit a segregation of the Subcontract price itemizing the estimated cost of each class of work. Each item shall include a pro rata allowance for profit and overhead expense. Insurance and bond expense shall not be prorated but should be shown as separate items. The total of the items shall equal the Subcontract price. This segregation, when accepted by the Project Manager, shall become the basis for determining progress payments.

D. SCHEDULE OF OPERATIONS

1. GENERAL

a. The Subcontractor shall, within ten (10) calendar days after the effective date of Notice to Proceed, provide three (3) copies of a preliminary construction progress schedule covering Subcontractor operations for the first forty-five (45) calendar days. The preliminary progress schedule shall be a bar graph or an arrow diagram showing the times the Subcontractor intends to commence and complete the various work stages, with operations and contract items planned to start during the first forty-five (45) calendar days.

b. Within thirty (30) calendar days after the effective date of Notice to Proceed, the Subcontractor shall provide three (3) copies of a critical path method (CPM) network diagram (the Master Construction Schedule) as specified in Division 01, Section 013216, Construction Progress

LBNL Facilities Master Specifications 010000-5 Revised

Schedule, and Division 01, Section 013500, Special Procedures, Paragraph 3.4, CPM Network Diagram. The diagram shall show the order in which the Subcontractor proposes to accomplish the work.

c. The Subcontractor and/or their designated Commissioning Coordinator/Scheduler shall provide a detailed commissioning schedule within the Master Construction Schedule that includes all systems, required tasks/activities inclusive of necessary permits, work tasks, safety compliance steps, etc., within sixty (60) days of award of the Subcontract.

d. The CPM network diagram shall show interdependence and duration, along with installation man hours by craft of each activity. Any work element longer than fifteen (15) days shall be broken down into component parts. The critical path and float for each activity shall also be shown. The diagram or bar chart shall be neatly lettered and legibly drawn to a time scale.

e. After the initial submittal, the Subcontractor shall update the schedule weekly by entering actual progress for the period and submit five (5) copies as part of the monthly progress payment request.

f. Formal requests for utility shutdowns shall be in accordance with Division 01, Section 013500, Special Procedures, Paragraph 1.6, Shutdown, and shall state the maximum duration of the shutdown.

2. DETERMINATION AND EXTENSION OF SUBCONTRACT TIME

a. The number of calendar days allowed for completion of work shall be known as "Contract

Time."

b. No changes shall be made to scheduled completion date(s) without prior approval by the

Project Manager and the Subcontract Administrator. Extensions of time to the Subcontract can only be made by formal change order/Subcontract modification.

c. The Subcontractor shall submit to the Project Manager such justification, data, and other supporting evidence necessary for a determination as to whether or not the Subcontractor is entitled to an adjustment in completion date under the Subcontract. If the Subcontractor fails to submit sufficient evidence in support of the request, the Project Manager shall so inform the Subcontractor in writing. The Subcontractor may either submit additional evidence that, in the opinion of the Project Manager, is sufficient to determine the validity of the request, or elect to have the Project Manager base the decision on the evidence previously submitted.

The Subcontractor may not request or be given an adjustment in Subcontract time or any additional compensation for any delays if the Subcontractor fails to submit sufficient evidence to the Project Manager in support of this request within five (5) business days.

d. The Subcontractor shall submit to the Project Manager evidence in support of its time extension request based on revised activity duration, shown on the schedule. This schedule shall include or be accompanied by a sketch showing all revisions and duration changes for the work in question and its relationship to other activities on the approved arrow diagram.

The schedule must clearly display that the Subcontractor has used, in full, all the float time available for the work involved in the request, or the Project Manager shall not grant the request. As used in this provision, the term "float time" means the amount of time that an activity can be delayed without affecting the date for completing the remaining Subcontract work.

e. The adjustment in contract time, if any, will be made at the sole discretion of the Project Manager and by the Subcontract Administrator, and will be based upon an evaluation of the current calendar-dated schedule in effect at the time of the alleged delay, the supporting evidence submitted by the Subcontractor, and any other available information deemed relevant by the Project Manager. Actual delays in activities that do not affect the extended and predicted Subcontract completion (shown by the critical path in the network diagram) will not be the basis for a change in the Subcontract completion date. If the Project Manager grants a date adjustment, the date, as adjusted, shall be in full force and effect thereafter as though it were the original Subcontract time. The adjusted date also shall be included in the data through the next monthly updating of the diagram and schedule.

E. MATERIALS AND EQUIPMENT

1. The Subcontractor shall submit a complete list of all materials and equipment to be incorporated in the work. Unless a specific time limit for this submittal is established within the provisions of these Specifications, this shall be done with such promptness as not to cause delay to the work.

2. All materials and equipment shall be new and within one year of manufacture. No rebuilt, refurbished, remanufactured, or used equipment and materials shall be installed under this project.

3. All project materials shall be furnished in accordance with the Buy American Act, FAR clause 52.225-

9. Requests for waivers per this clause should be submitted with the bid documents.

LBNL Facilities Master Specifications 010000-6 Revised

4. SPECIFIED ITEMS – SUBSTITUTES

a. Wherever catalog numbers and specific or trade names followed by the designation "or equal" are used in conjunction with a designated material, product, thing, or service mentioned in these Specifications, they are used to establish the standards of quality, utility, and appearance required. Substitutions which are equal in quality, utility, and appearance to those specified may be approved, subject to the following provisions:

1) All Substitutions shall be accepted by the Architect/Engineer in writing. For this purpose, the Subcontractor shall submit to the Project Manager, within thirty-five (35) calendar days after the Date of Commencement specified in the Notice to Proceed, a written list containing a description of each proposed substitute item or material. The Project Manager may increase the submittal period beyond thirty-five (35) calendar days if the schedule allows. Sufficient data, drawings, samples, literature, or other detailed information as will demonstrate to the Architect/Engineer that the proposed substitute is equal in quality, utility, and appearance to the materials specified shall be appended to this list. The Architect/Engineer will accept, in writing, such proposed substitutions as are in his or her opinion, equal in quality, utility, and appearance to the items or materials specified. Such acceptance shall not relieve the Subcontractor from complying with the requirements of the drawings and specifications, and the Subcontractor shall be responsible at the Subcontractor's own expense for any changes resulting from Subcontractor proposed substitutions which affect the other parts of the Subcontractor's own work or the work of others.

a) Form: Submit completed form Attachment C – Substitution Request Form, for each request requiring review by Architect of which Subcontractor proposes a substitution of a product, material, or equipment. Provide one form for each individual substitution request. Incomplete forms will be grounds for rejection.

2) Failure of the Subcontractor to submit proposed substitutions for approval in the manner described above and within the time prescribed shall be sufficient cause for disapproval by the Architect/Engineer of any substitutions otherwise proposed or installed.

3) If specified items are listed in the following format or similar format:

a) "First manufacturer and model number, equivalent second manufacturer or second manufacturer, or equal" the Subcontractor wishing to submit any "equivalent names manufacturer" shall do so in accordance with this SPECIFIED ITEMS-SUBSTITUTES provision.

b) Wherever catalog numbers and specific brands or trade names are not followed by the designation "or equal," or used in conjunction with a designated material, product, thing, or service mentioned in these specifications, no substitution will be approved.

c) On Subcontracts with a short performance time, the thirty-five (35) day submittal period does not excuse the Subcontractor from completing the project within the performance time stipulated in the agreement or excuse the Subcontractor from the payment of liquidated damages if completion is late.

F. SUBMITTALS: Shop drawings and submittal data consisting of brochures, catalogs, materials lists, samples, and letters requesting review of materials or substitutions by the Subcontractor shall be submitted for review as follows (refer to Paragraph 1.8.H for Operation and Maintenance Data).

1. GENERAL

a. Within thirty (30) calendar days from Notice to Proceed, the Subcontractor shall submit one

(1) electronic file with a complete listing of all equipment/material submittals, performance guarantees, manufacturers’ product warranties and related required information, inspections, tests, and certifications required in accordance with the Subcontract technical specifications to the Project Manager. The Subcontractor and Project Manager will utilize the list of performance guarantees, manufacturers’ product warranties and related required information, inspections, tests, and certifications for tracking that all performance guarantees, manufacturers’ product warranties and related required information, inspection, testing, and certification requirements were met for ensuring quality and acceptance criteria of the work.

b. When required by the technical specifications, the Subcontractor shall submit electronic files and five (5) prints of all shop drawings, erection drawings, and equipment layouts, and seven

(7) copies of all vendor data for review by the Architect/Engineer. Submittals shall be processed with such promptness as not to cause delay to the work or to that of any Subcontractor or Lower-tier subcontractor.

LBNL Facilities Master Specifications 010000-7 Revised

c. The Subcontractor shall be responsible for and shall check the correctness of all documents including those from Lower-tier subcontractors prior to submitting them to the Project Manager for review.

d. The Project Manager will review and process shop drawings and other required submittals with reasonable promptness. No delay will be allowed in the progress of the job attributable to the Subcontractor's failure to make required submittals within a reasonable length of time.

e. The Architect/Engineer's favorable review of shop drawings and other submittals shall not relieve the Subcontractor of responsibility for deviations from drawings or specifications, unless the Subcontractor has in writing called the Architect/Engineer's attention to such deviations at the time of submission, and the Architect/Engineer has acknowledged in writing such deviations; nor shall it relieve the Subcontractor from responsibility for errors of any sort in such drawings.

f. If deviations, discrepancies, or conflicts between shop drawing submittals and the drawings and specifications are discovered either prior to or after the shop drawing submittals are reviewed by the Architect/Engineer, the drawings and specifications shall control and shall be followed.

g. The Subcontractor shall furnish copies of the favorably reviewed final shop drawings, erection drawings, equipment layouts, and vendor data to Lower-tier subcontractors and suppliers for the proper coordination of their work. The Subcontractor shall keep one (1) complete set of the above documents at the job site for the use of the University and the Architect/Engineer.

h. The Subcontractor shall furnish Performance Guarantees, Manufacturers’ Product Warranties, and additional required information detailed herein in the formats and as required by other sections in this document.

2. PROCEDURE

a. Shop drawings and submittal data shall be submitted in accordance with technical specifications and as directed by the Project Manager. Each submittal shall be provided together with a transmittal letter or form. Each original transmittal shall be assigned a transmittal number. The number shall begin with the first initial of the name of the Subcontractor's firm followed by a serial number. Resubmittals shall indicate the original transmittal number with a numerical suffix in sequence. Each transmittal shall itemize the enclosures and indicate the distribution of the transmittal and the enclosures.

3. SHOP DRAWINGS

a. The Project Manager will return the marked and stamped drawings together with transmittal letter or form to the Subcontractor. If resubmittal is required, the Architect/Engineer will so note and the Subcontractor shall make another submission for review after correction resolving the review comments on the prior submittals.

b. The above procedure shall be repeated until…

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