Pages_from_Over-Dutied_Electrical_Panels_Circuits_--_Final_Design_Submittal_revised_1_Section_1.pdf

100% Submittal

UPGRADE OVER-DUTIED ELECTRICAL PANELS/

CIRCUIT BREAKERS

USDA ARS, WRRC, 800 Buchanan St., Albany, CA for

USDA Agricultural Research Service

Western Business Service Center

800 Buchanan Street, Albany, CA

TABLE OF CONTENTS

I Drawings

II Specifications

III

IV Short Circuit Report

V Response to Review Comments

I Drawings

U.S.D.A. AGRICULTURAL RESEARCH SERVICE

WESTERN REGIONAL RESEARCH CENTER (WRRC)

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TITLE SHEET

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800 BUCHANAN STREET

ALBANY, CALIFORNIA 94710

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TECTONICS

ARCHITECTURAL

ELECTRICAL

CLIENT

UPGRADE OVER-DUTIED ELECTRICAL

PANELS/CIRCUIT BREAKERS

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MAIN BLDG

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NORTH WING WRRC

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LABORATORIES

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MAIN BLDG

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SOUTH WING

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MAIN BLDG

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ADMIN WING

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SERVICE

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BUILDING

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WOOL

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BUILDING

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WEST

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ANNEX

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QUARANTINE

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HEADHOUSE &

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GREENHOUSE

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WRRC CAMPUS PLAN & PROJECT LOCATION

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CAMPUS LOCATION

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NORTH

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PROJECT TEAM

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VICINITY MAP

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DRAWING INDEX

AutoCAD SHX Text TECTONICS Architects / Planners / Engineers 1500 Park Avenue Emeryville, CA 94608 T 510 740.2400 / F 510 740.2405 Andrew C. Chen, Principal achen@tectonics-ae.com

AutoCAD SHX Text U.S.D.A. AGRICULTURAL RESEARCH SERVICE WESTERN REGIONAL RESEARCH CENTER (WRRC) 800 Buchanan Street Albany, CA 94710 Tom Moreno, Facilities Engineer T 510 559 5622 thomas.moreno@ars.usda.gov

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PROJECT INFORMATION

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APPLICABLE CODES

AutoCAD SHX Text ARS MANUAL 242.1, ARS FACILITIES DESIGN STANDARDS, MAY 1, 2012 IINTERNATIONAL BUILDING CODE (IBC), 2015 INTERNATIONAL BUILDING CODE (IBC), 2015 EDITION 2015 INTERNATIONAL MECHANICAL CODE 2015 INTERNATIONAL PLUMBING CODE 2015 INTERNATIONAL FIRE CODE NFPA 101 LIFE SAFETY CODE (2015) NFPA 13 INSTALLATION OF SPRINKLER SYSTEMS (2013) NPFA 70, NATIONAL ELECTRICAL CODE (2014) NECA 1-2015 STANDARD PRACTICE OF GOOD WORKMANSHIP IN ELECTRICAL CONSTRUCTION (ANSI) IEEE 3001.5 PRACTICE FOR THE APPLICATION OF POWER DISTRIBUTION APPARATUS IN INDUSTRIAL & COMMERCIAL POWER SYSTEMS (2013) IEEE 3003.2 PRACTICE FOR EQUIPMENT GROUNDING & BONDING IN INDUSTRIAL & COMMERCIAL POWER SYSTEMS (2014) NATIONAL ELECTRICAL SAFETY CODE OR ANSI STANDARD C2 NESC NATIONAL SAFETY CODE (2012) NFPA 72, NATIONAL FIRE ALARM CODE (2013) OTHER CRITERIA AND REQUIREMENTS 2006 ARCHITECTURAL BARRIERS ACT ACCESSIBILITY STANDARD (ABAAS)

AutoCAD SHX Text YEI ENGINEERS, INC. 7700 EDGEWATER DRIVE, #128 OAKLAND, CA 94621 T 510 383.1050 George Cheung, Electrical Engineer gcheung@yeiengineers.com Timonty Le tle@yeiengineers.com

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GENERAL AND LIFE SAFETY

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TITLE SHEET: DRAWING INDEX/ PROJECT INFORMATION

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SYMBOLS/LEGEND/ABBREVIATIONS/GENERAL NOTES

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ELECTRICAL

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GENERAL NOTES AND LEGEND

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SOUTH WING - MAIN BUILDING SINGLE LINE DIAGRAM

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ADMIN WING - MAIN BUILDING SINGLE LINE DIAGRAM

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GREENHOUSE COMPLEX SINGLE LINE DIAGRAM

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SERVICE BUILDING SINGLE LINE DIAGRAM

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WOOL AND WEST ANNEX SINGLE LINE DIAGRAM

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OVERALL SITE PLAN

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MAIN BUILDING - BASEMENT

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MAIN BUILDING - 1ST FLOOR

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MAIN BUILDING - 2ND FLOOR

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MAIN BUILDING - ROOFTOP GREENHOUSE

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GREENHOUSE COMPLEX QUARANTINE HEADHOUSE

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SERVICE BUILDING

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WEST ANNEX BUILDING 1ST FLOOR

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WOOL BUILDING

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PANEL SCHEDULES

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PANEL SCHEDULES

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PANEL SCHEDULES

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PANEL SCHEDULES

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REFERENCE PANEL SCHEDULES

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REFERENCE PANEL SCHEDULES

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PHOTOS

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PHOTOS

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PHOTOS

AutoCAD SHX Text AREAS OF WORK: MAIN BUILDING; GREENHOUSE COMPLEX; MAIN BUILDING; GREENHOUSE COMPLEX; SERVICE BUILDING; WEST ANNEX BUILDING; AND THE WOOL BUILDING

AutoCAD SHX Text WESTERN BUSINESS SERVICE CENTER 2150 Centre Ave., Bldg. D, Ste. 330 Fort Collins, CO 80526-8119 Mark McWilliams, General Engineer T 970 631 7513 mark.mcwilliams@ars.usda.gov

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PROJECT DESCRIPTION

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SAFETY & HEALTH

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REAL PROPERTY

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DESIGNER

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CHECKED BY

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PROJECT MANAGER

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PPM

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A-E FIRM

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USDA

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DWG. NO

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SOLICITATION NO.

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SHEET CONTENTS

AutoCAD SHX Text UPGRADE OVER-DUTIED ELECTRICAL PANELS/CIRCUIT BREAKERS, USDA ARS WRRC 800 BUCHANAN ST ALBANY, CA

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UNITED STATES DEPARTMENT OF AGRICULTURE

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NORTH

AutoCAD SHX Text UPGRADE OVER-DUTIED ELECTRICAL PANELS/CIRCUIT BREAKERS AT MAIN BUILDING (BASEMENT, 1ST FLOOR, 2ND FLOOR, SOUTH ATTIC, ROOF TOP GREENHOUSE); GREENHOUSE COMPLEX (QUARANTINE HEADHOUSE); SERVICE BUILDING; WEST ANNEX BUILDING (1ST FLOOR); AND THE WOOL BUILDING

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100% DESIGN DRAWINGS

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GENERAL NOTES

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ABBREVIATIONS LIST

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SYMBOLS / LEGEND

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SYMBOLS/LEGEND, ABBREVIATIONS, GENERAL NOTES

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1. THE CONTRACTOR SHALL REVIEW AND VERIFY ALL DIMENSIONS OF PROJECT AREA THE CONTRACTOR SHALL REVIEW AND VERIFY ALL DIMENSIONS OF PROJECT AREA AND NOTIFY THE CONTRACTING OFFICER AND ARCHITECT OF ANY DISCREPANCIES BEFORE PROCEEDING WITH CONSTRUCTION. 2. SITE CONDITIONS: THE GENERAL CONTRACTOR SHALL INSPECT THE EXISTING SITE CONDITIONS: THE GENERAL CONTRACTOR SHALL INSPECT THE EXISTING PREMISES AND TAKE NOTE OF EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF WORK. NO CLAIM SHALL BE ALLOWED FOR DIFFICULTIES ENCOUNTERED WHICH COULD HAVE BEEN REASONABLY INFERRED FROM SUCH AN EXAMINATION. 3. THE CONTRACTOR AND ALL OF ITS SUBCONTRACTORS SHALL POSSESS VALID THE CONTRACTOR AND ALL OF ITS SUBCONTRACTORS SHALL POSSESS VALID CALIFORNIA STATE CONTRACTOR'S LICENSES FOR THEIR RESPECTIVE SPECIALTY TRADES. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION BETWEEN CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION BETWEEN ARCHITECTURAL, MECHANICAL, PLUMBING, ELECTRICAL AND FIRE PROTECTION WORK. THIS INCLUDES REVIEWING REQUIREMENTS OF INDIVIDUAL SYSTEMS BEFORE ORDERING AND INSTALLATION OF ANY WORK. VERIFY ALL ARCHITECTURAL DETAILS AND ALL FINISH CONDITIONS (WHETHER DEPICTED IN DRAWINGS OR NOT) WITH ALL DISCIPLINES. ANY ERRORS, OMISSIONS OR CONFLICTS FOUND IN THE VARIOUS PARTS OF THE CONSTRUCTION DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER AND THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. 5. CONTRACTOR SHALL NOT SCALE DRAWINGS. WRITTEN DIMENSIONS GOVERN. ALL CONTRACTOR SHALL NOT SCALE DRAWINGS. WRITTEN DIMENSIONS GOVERN. ALL CLEAR DIMENSIONS ARE TO REMAIN UNADJUSTED WITHOUT APPROVAL OF THE ARCHITECT. 6. WHEN SHOWN IN PLAN, ALL DIMENSIONS ARE TO FACE OF FINISH, EXPOSED WHEN SHOWN IN PLAN, ALL DIMENSIONS ARE TO FACE OF FINISH, EXPOSED CONCRETE OR CMU, OR CENTERLINE OF COLUMNS, UNLESS OTHERWISE NOTED. 7. DETAILS SHOWN ARE TYPICAL. SIMILAR DETAILS APPLY IN SIMILAR CONDITIONS. DETAILS SHOWN ARE TYPICAL. SIMILAR DETAILS APPLY IN SIMILAR CONDITIONS. 8. ALL ITEMS SHOWN ON DRAWINGS ARE "NEW" (N) UNLESS OTHERWISE LABELED ALL ITEMS SHOWN ON DRAWINGS ARE "NEW" (N) UNLESS OTHERWISE LABELED AS "EXISTING" (E). 9. SUBJECT TO COMPLIANCE WITH REQUIREMENTS AND SPECIFICATIONS, COMPARABLE SUBJECT TO COMPLIANCE WITH REQUIREMENTS AND SPECIFICATIONS, COMPARABLE PRODUCTS BY OTHER MANUFACTURERS MAY BE ACCEPTED UPON APPROVAL OF CONTRACTING OFFICER FOR BASIS OF DESIGN PRODUCTS INDICATED IN CONTRACT DOCUMENTS. 10. CONTRACTOR SHALL PATCH AND/OR PREPARE EXISTING WALL AS REQUIRED AFTER CONTRACTOR SHALL PATCH AND/OR PREPARE EXISTING WALL AS REQUIRED AFTER ITEMS HAVE BEEN REMOVED FROM WALL.

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DEFINITIONS

AutoCAD SHX Text "EXISTING TO REMAIN" MEANS TO PROTECT CONSTRUCTION INDICATED TO REMAIN AGAINST DAMAGE AND SOILING DURING SELECTIVE DEMOLITION. "FURNISH" MEANS TO PURCHASE NEW UNLESS OTHERWISE NOTED. "INSTALL" MEANS TO PLACE NEW OR EXISTING G.F.C.I. EQUIPMENT IN LOCATIONS INDICATED, PROTECT AGAINST DAMAGE, CONNECT UTILITIES AS REQUIRED, AND ENSURE PROPER WORKING OPERATION. "PROVIDE" MEANS TO FURNISH AND INSTALL. "REMOVE" MEANS TO REMOVE AND DISPOSE OF OFF SITE AND PREPARE EXISTING SURFACES TO RECEIVE NEW CONSTRUCTION UNLESS OTHERWISE NOTED. "REMOVE AND REINSTALL" MEANS REMOVE, CLEAN AND SERVICE, AND OTHERWISE PREPARE FOR REUSE. STORE AND PROTECT AGAINST DAMAGE. REINSTALL ITEMS IN THE SAME LOCATIONS OR LOCATIONS INDICATED. "REMOVE AND SALVAGE" MEANS ITEMS INDICATED TO BE REMOVED AND SALVAGED TO REMAIN THE GOVERNMENT'S PROPERTY. REMOVE, CLEAN AND PACK OR CRATE ITEMS TO PROTECT AGAINST DAMAGE. IDENTIFY CONTENTS OF CONTAINERS AND DELIVER TO DESIGNATED STORAGE AREA. "REPLACE" MEANS TO REMOVE EXISTING AND PROVIDE NEW AS SPECIFIED, OR IF NOT SPECIFIED, TO MATCH EXISTING, UNLESS OTHERWISE NOTED.

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AND ANGLE AT CENTERLINE DIAMETER OR ROUND POUND OR NUMBER PLATE

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ACOUS ADD'L ADJ AFF ALUM AVG

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ACOUSTICAL ADDITIONAL ADJUSTABLE ABOVE FINISHED FLOOR ALUMINUM AVERAGE

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BLDG. BETW B.O.

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BUILDING BETWEEN BOTTOM OF

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CFCI CL CLG CLR CMU COL CONC CONT CRC

AutoCAD SHX Text CONTRACT0R FURNISHED CONTRACTOR INSTALLED CENTER LINE CEILING CLEAR CONCRETE MASONRY UNIT(S) COLUMN CONCRETE CONTINUOUS COLD ROLLED CHANNEL

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D DEMO DET DIA DIM DN D.O. DR DTL DWG

AutoCAD SHX Text DEPTH OR DIAMETER DEMOLITION OR DEMOLISH DETAIL DIAMETER DIMENSION DOWN DOOR OPENING DOOR DETAIL DRAWING

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(E) EA ELEC EL, ELEV EQ, EQUIP E.W. EXT

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EXISTING EACH ELECTRICAL ELEVATION(S) EQUIPMENT EACH WAY EXTERIOR

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FIN FLR F.O. FOC FOF FRMG FT

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FINISH FLOOR FACE OF FACE OF CONC FACE OF FINISH FRAMING FEET, FOOT

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GA GALV G.C. GFCI GL GB, GYPBD

AutoCAD SHX Text GAGE, GAUGE GALVANIZED GENERAL CONTRACTOR GOVERNMENT FURNISHED, CONTRACTOR INSTALLED GLASS GYPSUM WALL BOARD

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H. HM HDWE HORIZ HR HT

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HIGH HOLLOW METAL HARDWARE HORIZONTAL HOUR HEIGHT

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IN. INCL INFO INSUL

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INCH INCLUDE(D) (ING) INFORMATION INSULATION

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JT

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JOINT

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LF LT

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LINEAR FEET LIGHT

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MAT'L MAX MECH MFR MIN MISC MTD MTL

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MATERIAL MAXIMUM MECHANICAL MANUFACTURER MINIMUM MISCELLANEOUS MOUNTED METAL

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(N) NIC NO. NTS

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NEW NOT IN CONTRACT NUMBER NOT TO SCALE

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O/ O.C. OH OPNG OPP

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OVER ON CENTER OPPOSITE HAND OPENING OPPOSITE

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PLAM PERIM PLYWD PREP PTN

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PLASTIC LAMINATE PERIMETER PLYWOOD PREPARATION PARTITION

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R. RCP REF. REFR REINF REV REQ'D RM

AutoCAD SHX Text RADIUS REFLECTED CEILING PLAN REFERENCE REFRIGERATOR REINFORCE(D), (ING) REVISION REQUIRED ROOM

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S.C. SCHED SED SF SHT SHTH'G SIM SED SMD SPD SPECS SQ

AutoCAD SHX Text SEALED CONCRETE SCHEDULE SEE ELEC DWGS SQUARE FEET SHEET SHEATHING SIMILAR SEE ELECTRICAL DRAWINGS SEE MECHANICAL DRAWINGS SEE PLUMBING DRAWINGS SPECIFICATIONS SQUARE

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S.S. SST STA STD STL STOR STL STRUCT, STRL SUSP SYST SYM SV

AutoCAD SHX Text SANITARY SEWER STAINLESS STEEL STATION STANDARD STEEL STORAGE STEEL STRUCTURAL SUSPENDED SYSTEM SYMMETRICAL, SYMMETRY SHEET VINYL

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T T&B TBD THK TME T.O. TOC TYP

AutoCAD SHX Text THICK/TOP TOP AND BOTTOM TO BE DETERMINED THICK(NESS) TO MATCH EXISTING TOP OF TOP OF CONCRETE TYPICAL

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UON

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UNLESS OTHERWISE NOTED

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VCT VERT VIF

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VINYL COMPOSITION TILE VERTICAL VERIFY IN FIELD

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W W/ WD WIC W/O WT

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WIDE, WIDTH WITH WOOD WOODWORK INSTITUTE OF CALIFORNIA WITHOUT WEIGHT

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DRAWING (PLAN, DETAIL,

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SECTION IDENTIFICATION NO.

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DRAWING IS REFERENCED

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DETAIL IDENTIFICATION NO.

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SHEET FROM WHICH SECTION

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ELEVATION IDENTIFICATION NO.

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ROOM/SPACE NUMBER AS

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SHOWN ON FLOOR PLANS

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SHEET FROM WHICH

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KEYNOTE NUMBER

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IS TAKEN

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DETAIL IS TAKEN

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DRAWING IS DRAWN

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SHEET(S) FROM WHICH

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SECTION, ELEVATION)

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IDENTIFICATION NUMBER

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REVISION NUMBER-CORRESPONDS TO REVISION NUMBER ON SHEET TITLE BLOCK

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EXTENT OF REVISION

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ROOM

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ROOM

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OFF-HOURS WORK

AutoCAD SHX Text CONSTRUCTION ACTIVITIES (E.G., HAZMAT ABATEMENT, DRILLING, SAWCUTTING, PAINTING, ETC.) THAT ARE DISRUPTIVE TO BUILDING OPERATIONS OR WHICH POSE A RISK TO BUILDING PERSONNEL SHALL BE PERFORMED OUTSIDE OF 'NORMAL' BUSINESS HOURS (I.E., OUTSIDE OF 6:00AM-6:00PM, M-F). SEE DIVISION 1 SPECS.

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VARIATION NUMBER (IF ANY)

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PARTITION TYPE (LETTER)

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SEE SHT A10.1

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SAFETY & HEALTH

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DESIGNER

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SHEET CONTENTS

AutoCAD SHX Text UPGRADE OVER-DUTIED ELECTRICAL PANELS/CIRCUIT BREAKERS, USDA ARS WRRC 800 BUCHANAN ST ALBANY, CA

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II Specifications

100% Submittal Specifications

UPGRADE OVER-DUTIED ELECTRICAL PANELS/

CIRCUIT BREAKERS

USDA ARS, WRRC, 800 Buchanan St., Albany, CA for

USDA Agricultural Research Service

Western Business Service Center

800 Buchanan Street, Albany, CA

Upgrade Over-Dutied Electrical Panels / Circuit Breakers USDA ARS WRRC Albany, CA

TOC Page 1 100% Submittal 12 May 2017

TABLE OF CONTENTS

DIVISION 1 – GENERAL REQUIREMENTS

01010 Summary of Work 01016 Safety During Construction 01040 Project Coordination 01045 Cutting and Patching 01105 Special Conditions 01200 Project Meetings 01310 Progress Schedules 01370 Schedule of Values 01420 Sources for Reference Publications 01500 Temporary Facilities and Controls 01560 Environmental Protection 01600 Materials and Equipment 01631 Products and Substitutions 01700 Contract Closeout 01730 Operation and Maintenance Data 01740 Warranties and Bonds 01781 Project Record Documents

DIVISION 2 – EXISTING CONDITIONS

024100 Selective Demolition

DIVISION 26 – ELECTRICAL

26 00 00.00 20 Basic Electrical Materials and Methods 26 05 00.00 40 Common Work Results for Electrical

-- End of Table of Contents --

SECTION 01010 Page 1

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SECTION 01010

SUMMARY OF WORK

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

A. Project Identification: Upgrade Over-Dutied Electrical Panels / Circuit Breakers, Western Regional Research Center (WRRC), USDA Agricultural Research Service, Albany, CA.

1. Project Location: WRRC Campus, Albany, California

2. Government: United States Department of Agriculture

3. Architect Identification: The Contract Documents were prepared for Project by:

TECTONICS Architects/Planners/Engineers 1500 Park Avenue Emeryville, CA 94608 Tel: (510) 740-2400 Fax: (510) 740-2405

B. The Work consists of selective demolition, and replacement of existing panels in various buildings, as defined in the plans and specifications.

1.2 CONTRACT AND CONTRACTING OFFICER

A. Project will be constructed under a general construction contract.

B. Only the Contracting Officer shall issue written directives/instructions for defining the roles and responsibilities and appointment of a Contracting Officer Representative (COR); Location Monitor (LM); Project Manager (PM); Occupational Health & Safety Manager and/or any other functional subject matter expert as deemed necessary for the scope of work included in the Statement of Work (SOW).

1.3 PROJECT DESCRIPTION

A. The scope of work of the project includes upgrades to over-dutied panels / circuit breakers at Main Building (basement, 1st Floor, 2nd Floor, South Attic, Roof-top Greenhouse), Greenhouse Complex (Quarantine Headhouse), Service Building, West Annex Building (1st Floor), and the Wool Building.

1. Project Specifications: All specifications for the project are incorporated into the Project Specification Manual.

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2. Project Drawings: The drawing numbers for this project are as defined below:

G General E Electrical

1.4 WORK SEQUENCE

A. The WRRC facility is a working scientific research facility that must maintain full operation during the construction of this project. This requires construction constraints as defined on the Drawings and in these Specifications, including Section 01105, Special Conditions.

B. Panelboards shall be replaced in an order to be determined by the Contractor and as approved by the Contracting Officer.

a. Record existing panelboard circuiting and tag wires prior to demolition. Reconnect all circuits as previously recorded.

C. Contractor shall submit to the Government a downtime schedule for each panel, a minimum of 15 calendar days in advance of the panel shutdown. Contractor shall provide temporary power as noted, and when the disruption of power is deemed by the Government as adversely affecting Location operations.

1.5 USE OF PREMISES

A. Limit use of the premises to construction activities in the numbered areas indicated. The Government will occupy major portions of the existing building during construction.

1. Limit use of the premises for work, storage and access.

Confine operations to areas within the work boundary as indicated on the Contract Drawings. Do not disturb portions of the building or the site beyond the limits of construction. Any work that is required to be performed outside the work boundary requires prior approval from the Government’s designee.

2. Coordinate use of premises by all subcontractors.

3. Move stored products that interfere with the operations of the Government or other contractors.

4. Obtain and pay for use of additional storage or work areas needed for operations under this Contract.

5. Keep driveways, fire lanes and entrances serving the premises clear and available for Government operations and Government employees at all times. Do not use these areas for parking or storage of materials.

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B. There are existing exit stairs, corridors and elevators in the Main Building South Wing. The Contractor is responsible for maintaining the exit stairs, corridors and elevators accessible for building occupants at all times during the construction. When the construction is required to close an exit stair, corridor or elevator, the Contractor shall submit for Government approval, a minimum of 15 calendar days prior to a proposed closure, a proposal indicating the dates when stair and/or corridor and/or elevator will be closed and alternate routes for the occupants’ use. In all cases, the remaining exit stair shall remain unobstructed for emergency exit. Use of the elevator shall be restricted to personnel only. Prior approval must be obtained from Facilities Engineer (Tom Moreno, 510-559-5622, Room 3012) for non-personnel use of an elevator.

1.6 WORK UNDER OTHER CONTRACTS

A. Separate Contracts: Government may award separate contracts for performance of other construction operations at Project site, including but not limited to a telecommunications infrastructure upgrade project.

B. Cooperate fully with other contractors such that work on those contracts may be carried out smoothly, without interfering with or delaying work under this Contract.

1.7 SPECIFICATION FORMATS AND CONVENTIONS

A. Specification Format: The Specifications are organized into Divisions and Sections using the CSI/CSC MasterFormat numbering system – the five-digit format for most Division 1 sections and the six-digit format for all other sections.

B. Section Identification: The Specifications use section numbers and titles to help cross-referencing in the Contract Documents. Sections in the Specifications are in numeric sequence; however, the sequence is incomplete. Consult the Table of Contents at the beginning of the Specifications to determine numbers and names of sections in the Contract Documents.

C. Specification Content: The Specifications use certain conventions for the style of language and the intended meaning of certain terms, words, and phrases when used in particular situations. These conventions are as follows:

1. Abbreviated Language: Language used in the Specifications and other Contract Documents is abbreviated. Words and meanings shall be interpreted as appropriate. Words implied, but not stated, shall be inferred as the sense requires. Singular words shall be interpreted as plural

SECTION 01010 Page 4

100% Submittal 12 May 2017 and plural words shall be interpreted as singular where applicable as the context of the Contract Documents indicates.

2. Imperative mood and streamlined language are generally used in the Specifications. Requirements expressed in the imperative mood are to be performed by Contractor.

Occasionally, the indicative or subjunctive mood may be used in the section text for clarity to describe responsibilities that must be fulfilled indirectly by Contractor or by others when so noted.

a. The words "shall," "shall be," or "shall comply with," depending on the context, are implied where a colon (:)

is used within a sentence or phrase.

1.8 DESIGN UNITS AND CONVENTIONS

A. This project is designed using inch-pound (English) measurements as the basis for design and construction. The existing facility construction is based on inch-pound (English) units of measure. Any metric units provided are for informational purposes only.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

--End of Section--

SECTION 01016 Page 1

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SECTION 01016

SAFETY DURING CONSTRUCTION

PART 1 GENERAL

1.1 SUMMARY

A. This Section provides specific additional information to augment the general requirements of the Contract regarding safety during construction and start-up of the Work under this Contract defined by the General and Supplementary Conditions.

B. Refer to Section 01105, Special Conditions, for information relating to this Section.

1.2 RESPONSIBILITY FOR SAFETY

A. The Contractor shall implement all safety measures necessary to comply with all applicable safety requirements for the duration of the Contract and is solely responsible for conditions at the job site, including safety of all persons and property during the Contract period. This requirement shall apply continuously and not be limited to normal working hours.

1.3 FEDERAL, STATE, AND LOCAL SAFETY REQUIREMENTS

A. Safety provisions shall conform to the Federal and State Departments of Labor, Occupational Safety and Health Act (OSHA), and all other applicable federal, state, and local laws, ordinances, codes, the requirements of this section, and any regulations that may be specified elsewhere in these Contract Documents. Where any of these are in conflict, the more stringent requirement shall be followed. The Contractor's failure to thoroughly familiarize himself with the specified safety provisions shall not relieve him from compliance with the obligations or relieve him of the penalties described in these documents.

B. It is recognized that OSHA Standard 1919:1200, "Hazard Communication Standard" does apply to the construction industry and adherence to this standard is required on this job site.

1.4 CONSTRUCTION SAFETY PROGRAM

A. The Contractor shall appoint, for the duration of this Contract, a qualified supervisory employee to develop and/or supervise a Contractor's job safety program that shall effectively implement the required safety provisions. The Contractor shall submit to the Government, within 10 working days after the start of the Contract and prior to the start of construction, four copies of the job safety program adopted and to be enforced by the Contractor during

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100% Submittal 12 May 2017 the performance of the Work. The Government is not responsible for safety enforcement, precautions and programs in connection with the construction work.

B. The Contractor shall only be authorized to mobilize a project trailer until a job safety program has been approved by the Contracting Officer.

1.5 ACCIDENT REPORTS

A. If death or serious injuries or serious damages are caused, the accident shall be reported immediately by telephone or messenger to the Contracting Officer. In addition, the Contractor shall promptly report in writing to the Contracting Officer and to the Location’s Safety and Occupational Health Specialist (Megan Kennedy, 510-559-6059, Room 3023) all accidents in connection with the work, giving full details, names, and statements of witnesses.

This reporting requirement is in addition to all normally required reports by federal, state, and local agencies and organizations.

B. If a claim is made by anyone against the Contractor or any subcontractor on account of any accident, the Contractor shall promptly report the facts in writing to the Contracting Officer, giving full details of the claim.

1.6 FIRE PREVENTION AND PROTECTION

A. Contractor shall execute all work in a fire-safe manner. Provide and maintain on the site adequate fire-fighting equipment capable of extinguishing incipient fires. Contractor shall comply with applicable federal, state, and local fire-prevention regulations.

Where these regulations do not apply, applicable parts of the National Fire Prevention Standard for Safeguarding Building Construction Operations (NFPA No. 241) shall be followed.

B. For hot work operations, the Contractor shall obtain a burn permit from the Facilities Engineer (Tom Moreno, 510-559-5622, Room 3012) or Facilities Engineer designee. All hot work operations shall be under the supervision of a competent person, who will be identified as the Fire Prevention Program Manager. Permits shall be available for inspection by the Government. Fire watchers shall be assigned no other duties. A permit shall not be issued until:

1. It has been determined that hot work can be safely conducted at the desired location.

2. Combustibles have been moved away or covered by an approved tarpaulin.

3. The atmosphere is not flammable.

4. A fire watch (with dedicated extinguisher) is posted for the duration of the work and for 30 minutes thereafter (60 minutes for torch-applied roofing operations to ensure that

SECTION 01016 Page 3

100% Submittal 12 May 2017 sparks or drops of hot metal do not start fires. All cracks or openings in floors shall be safely covered or closed.

C. All gas-cutting and welding equipment and operations shall be in accordance with the applicable sections of NFPA 51, "Standard for the Design and Installation of Oxygen-Fuel Gas Systems for Welding, Cutting and Allied Processes," and NFPA 51B, "Standard for Fire Prevention in Use of Cutting and Welding Processes."

D. Smoking inside the buildings (including attic and roof) is strictly prohibited. Smoking is permitted outdoors, except where specifically prohibited, or within 25 feet of a doorway, operable window, vent, or outside air intake. Contractor shall designate outdoor smoking areas for use by project personnel, and provide safe receptacles for disposal of smoking materials at those locations. The Contractor is advised that combustible, volatile substances are stored and utilized at the project site, and the presence of such substances may not be readily apparent to Contractor personnel.

E. Contractor shall remove accumulations of combustible waste material, dust, and debris from the structure and its immediate vicinity at the end of each work shift or more frequently as necessary for safe operations. Rubbish shall not be burned.

Materials susceptible to spontaneous ignition, such as oily rags, shall be appropriately stored.

F. Temporary lights shall be equipped with guards to prevent accidental contact with the bulb. Temporary lighting fixtures that operate at temperatures capable of igniting ordinary combustibles shall be fastened securely so they will not come in contact with combustible materials. Temporary lights shall be equipped with heavy-duty electrical cords with connections and insulation maintained in safe condition. Temporary lights shall not be suspended by their electrical cords. Splices shall have insulation equivalent to that of the cable. Temporary wiring shall be removed immediately upon the completion of the construction or purpose for which the wiring was installed.

G. There shall be a readily available means to notify the Albany Fire Department of a fire or injury. Generally, this can include telephones near the facility with clearly visible fire department telephone number(s) posted. The Contractor shall immediately notify the fire department in case of fire.

H. Contractor will provide and maintain at all times first aid equipment.

I. Standpipes shall be maintained in conformity with the progress of construction in such a manner that they are always ready for use.

J. The Contractor shall develop a written fire prevention, fire

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100% Submittal 12 May 2017 suppression, and emergency evacuation plan. The Contracting Officer will be provided a copy of the plan. The Contractor will ensure that all personnel are trained in emergency and evacuation procedures.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

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100% Submittal 12 May 2017

SECTION 01040

PROJECT COORDINATION

PART 1 GENERAL

1.1 CORRESPONDENCE

A. Contractor shall be responsible for all postage and handling of all correspondence generated by the Contractor. The Government will not be responsible for distributing Contractor correspondence.

B. Contractor shall be responsible for all applications and associated fees required for the project construction by state and local governing authorities having jurisdiction at the job site.

1.2 COORDINATION DRAWINGS

A. The Contractor shall submit minimum 1/4-inch scale coordination drawings if there are any conflicts or clearance problems between the various trades. The composite drawings shall be in detail to show overall dimensions of ductwork, piping, conduit and related items and clearances between structural members, lighting, and related architectural features. Installation of any work prior to submission of these drawings or failure to indicate conflicts or clearance problems on these drawings shall be at the Contractor's risk.

B. The approval of coordination drawings will be general, but do not construe approval as permitting any departure from the contract requirements, or as relieving the Contractor of the responsibility for any errors, including details, dimensions, materials, etc.

C. Any required offsets or changes in direction for mechanical, electrical, plumbing, or fire protection work shall be accomplished at no added cost to the Government.

1.3 COORDINATION

A. Coordinate construction operations included in various Sections of these Specifications to ensure efficient and orderly installation of each part of the Work. Coordinate construction operations included under different Sections that depend on each other for proper installation, connection and operation.

1. Schedule construction operations in the sequence required to obtain the best results where installation of one part of the Work depends on installation or

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100% Submittal 12 May 2017 removal of other components, before or after its own installation.

2. Coordinate installation of different components to ensure maximum accessibility for required maintenance, service and repair.

3. Make provisions to accommodate items scheduled for later installation.

B. Verify that utility requirement characteristics of operating equipment are compatible with building utilities. Coordinate work of various Sections having interdependent responsibilities for installing, connecting to and placing in service such equipment.

C. Coordinate locations of existing fixtures and outlets with new exterior finish elements. Notify Contracting Officer of potential conflicts prior to commencement of work.

D. Execute cutting and patching to integrate elements of Work, uncover ill-timed, defective and non-conforming Work. Provide openings for penetrations of existing surfaces, if any, and provide samples for testing. Seal any penetrations through floors, walls and roofs.

E. Where necessary, prepare memoranda for distribution to each party involved, outlining special procedures required for coordination. Include such items as required notices, reports, and attendance at meetings.

1. Prepare similar memoranda for the Government's designee and separate contractors where coordination of their work is required.

F. Administrative Procedures: Coordinate scheduling and timing of required administrative procedures with other construction activities to avoid conflicts and ensure orderly progress of the Work. Such administrative activities include, but are not limited to, the following:

1. Preparation of schedules.

2. Approval of federal, state, and local government agencies.

3. Installation and removal of temporary facilities.

4. Delivery and processing of submittals.

5. Progress meetings.

6. Contract closeout activities.

G. After Government occupancy of premises, coordinate access to the site for correction of defective work and work not in accordance with Contract Documents with the Facilities Engineer (Tom Moreno, 510-559-5622, Room 3012), in order to minimize disruption of Government operations.

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H. Conservation: Coordinate construction operations to ensure that operations are carried out with consideration given to conservation of energy, water and materials.

1. Salvage materials and equipment involved in the performance of, but not actually incorporated into, the Work.

1.4 DOCUMENT CONFLICTS

A. The Contractor shall keep on the jobsite a copy of the drawings and specifications, and shall at all times give the Government's designee access thereto. Anything mentioned in the specifications and not shown on the drawings, or shown on the drawings and not mentioned in the specifications, shall be of like effect as if shown or mentioned in both. In case of difference between drawings and specifications, the specifications shall govern.

B. In case of discrepancy in the figures in the drawings, or in the specifications, the matter shall be promptly submitted as a Request for Information to the Architect/Engineer.

1.5 REQUESTS FOR INFORMATION (RFI)

A. An RFI is a means for requesting additional information or clarification of documents, tracking requests, documenting responses, reducing letter-writing, and expediting responses.

B. Any action taken by the Contractor without submission and closing of an RFI shall be at its own risk and expense.

C. The Contractor shall be responsible for reviewing all RFI's generated by the trades prior to submission to the A/E.

1. This review by the Contractor may result in immediate response to the RFI, in which case it is not logged or numbered.

2. If, however, the RFI is valid and requires A/E review, the RFI shall be given a sequential number, and submitted in PDF format.

3. All RFIs shall be forwarded with reference to drawings, specifications, including complete descriptions, reasons for request, and the present status of the work so that the A/E can adequately evaluate and respond.

Sketches, photographs, or other graphic material shall be provided as necessary to communicate clearly.

4. It is acceptable for the Contractor to provide recommendations on resolving the problem for the A/E's consideration; however, the A/E is not required to accept the Contractor's recommendation.

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D. The A/E shall have 7 calendar days to respond to an RFI. The A/E shall provide complete responses to eliminate confusion and the generation of additional questions. Sketches or other graphic material shall be provided as necessary.

E. See proposed (sample) RFI form attached at the end of this section. Alternatively, contractor may use their own RFI form format.

1.6 CUTTING AND PATCHING

A. Refer to Section 01045, Cutting and Patching.

1.7 PRE-CONSTRUCTION CONFERENCE

A. Government will schedule a preconstruction conference.

B. Refer to Section 01200, Project Meetings.

1.8 PROGRESS MEETINGS

A. Refer to Section 01200, Project Meetings.

1.9 PRE-INSTALLATION CONFERENCES

A. When required in individual specification section, convene a pre-installation conference at work site prior to commencing work of the Section.

B. Refer to Section 01200, Project Meetings.

1.10 GOVERNMENT OCCUPANCY AND THE LIMIT OF OPERATION FOR THE

CONTRACTOR

A. During Contractor's performance of the work, the Government will continue to occupy spaces which are adjacent to the project. Disruptions to Government-occupied spaces will not be permitted without prior approval of the Contracting Officer, including, but not limited to, interruption of utility services (including HVAC/R and electrical power), elevated noise levels, hazardous or objectionable fumes and odors, dust, and other hazards and nuisances which adversely and unduly affect the Location working environment. Requests for such disruptions shall be submitted in writing a minimum of 15 calendar days prior to the scheduled start of disruptive work. If the Contracting Officer deems such work sufficiently disruptive as to render the Government-occupied space(s) as uninhabitable while the work is being performed, the work may need to be performed outside of normal work hours. The Contractor shall be responsible for all costs

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100% Submittal 12 May 2017 associated with performing after-hours work. Disruptive work may include but is not limited to:

1. Slab cutting.

2. Core drilling.

3. Painting or other odor-producing activities.

4. Alarm testing (i.e., fire alarm).

5. High-impact-type work (i.e., impact hammer drills, etc.), or other high-noise-level-producing construction activities.

6. Testing and air balancing work that will affect areas of the building that are operational.

7. Control systems work that will affect areas of the building that are operational.

8. Work activities that adversely affect code-required building egress:

a. Work near exit stair, corridors or elevator.

B. Hours of operation for the Contractor shall be in the window of 6:00 AM to 6:00 PM, Monday through Friday (excluding federal holidays), for all normal work hours. All work to be performed outside of normal work hours is subject to Contracting Officer’s approval and availability of Government staff.

1.11 SUBMITTALS

A. Staff Names: Within 15 calendar days of commencement of construction operations, submit a list of the Contractor's principal staff assignments, including the superintendent and other personnel in attendance at the Project site. Identify individuals and their duties and responsibilities. List their addresses and telephone numbers.

1. Post copies of the list in the Project temporary field office at a central, visible location.

2. Post a copy on the SharePoint website.

B. The Contractor shall provide a written plan with drawings indicating how the Contractor will maintain egress throughout the Project.

C. The Contractor shall submit coordination drawings per Section requirement.

D. Assemble and coordinate closeout submittals specified in Section 01700, Contract Closeout.

PART 2 PRODUCTS

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100% Submittal 12 May 2017

PART 3 EXECUTION

3.1 GENERAL COORDINATION PROVISIONS

A. Inspection of Conditions: Require the Installer of each major component to inspect both the substrate and conditions under which Work is to be performed. Do not proceed until unsatisfactory conditions have been corrected in an acceptable manner.

B. Coordinate temporary enclosures with required inspections and tests to minimize the necessity of uncovering completed construction for that purpose.

3.2 CLEANING AND PROTECTION

A. Clean and protect construction in progress and adjoining materials in place, during handling and installation. Apply protective covering where required to assure protection from damage or deterioration at Substantial Completion.

B. Clean and provide maintenance on completed construction as frequently as necessary through the remainder of the construction period. Adjust and lubricate operable components to ensure operability without damaging effects.

C. Limiting Exposures: Supervise construction operations to ensure that no part of the construction completed or in progress, is subject to harmful, dangerous, damaging, or otherwise deleterious exposure during the construction period. Where applicable, such exposures include, but are not limited to, the following:

1. Excessive static or dynamic loading.

2. Excessive internal or external pressures.

3. Excessively high or low temperatures.

4. Thermal shock.

5. Excessively high or low humidity.

6. Air contamination or pollution.

7. Water or ice.

8. Solvents.

9. Chemicals.

10. Light.

11. Radiation.

12. Puncture.

13. Abrasion.

14. Heavy traffic.

15. Soiling, staining, and corrosion.

16. Bacteria.

17. Rodent and insect infestation.

18. Combustion.

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100% Submittal 12 May 2017

19. Electrical current.

20. High-speed operation.

21. Improper lubrication.

22. Unusual wear or other misuse.

23. Contact between incompatible materials.

24. Destructive testing.

25. Misalignment.

26. Excessive weathering.

27. Unprotected storage.

28. Improper shipping or handling.

29. Theft.

30. Vandalism.

Company Name Here

Request For Information (RFI)

To: From:

Project Name: Date:

RFI No:

Contract: Copies to:

RFI DESCRIPTION:

REFERENCES / ATTACHEMENTS (List specific documents researched when seeking information requested.)

SPECIFICATIONS: DRAWINGS: OTHER:

RECOMMENDATION:

REVIEWER’S COMMENTS:

By: Date:

USDA REVIEWER COMMENTS

By: Date:

SECTION 01045 Page 1

100% Submittal 12 May 2017

SECTION 01045

CUTTING AND PATCHING

PART 1 GENERAL

1.1 SUMMARY

A. This section includes administrative and procedural requirements for cutting and patching.

1.2 RELATED SECTIONS

A. Refer to other Sections for specific requirements and limitations applicable to cutting and patching individual parts of the Work.

1. Division 01 Specifications.

2. Section 02 41 00 Selective Demolition.

3. Division 26 sections for other requirements and limitations applicable to cutting and patching electrical installations.

1.3 DESCRIPTION

A. Execute cutting, including excavating, fitting, or patching of work, as required to make parts fit properly; uncover work to provide for installation of scheduled and/or delayed work;

remove and replace defective work; and remove samples of installed work as specified for testing. In addition to construction requirements as defined in the Contract Documents, upon written instructions of the Contracting Officer, uncover work to provide for observation of covered work and remove samples of installed materials for testing.

Provide supports and protection as necessary to prevent weakening or damaging adjacent work. Final condition of cut, fitted and patched work shall conform to full strength design concept of Contract Documents. Prior to cutting which affects structural safety to Project, submit written notice to Contracting Officer. Do not cut structural work without written permission of Contracting Officer.

1.4 SUBMITTAL

A. Cutting and Patching Plan: Submit a plan describing procedures at least 15 days in advance of the time cutting and patching will be performed, if the Contracting Officer requires approval of these procedures before proceeding.

Request approval to proceed. Include the following information, as applicable, in the plan:

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100% Submittal 12 May 2017

1. Describe the extent of cutting and patching required.

Show how it will be performed and indicate why it cannot be avoided.

2. Include changes to structural elements and operating components as well as changes in the building’s appearance and other significant visual elements.

3. List products to be used and firms or entities that will perform Work.

4. Indicate dates when cutting and patching will be performed.

5. Utilities: List utilities that cutting and patching procedures will disturb or affect. List utilities that will be relocated and those that will be temporarily out of service. Indicate how long service will be disrupted.

6. Where cutting and patching involves adding reinforcement to structural elements, submit details and engineering calculations showing integration of reinforcement with the original structure.

7. Approval by the Government to proceed with cutting and patching does not waive the Government’s right to later require complete removal and replacement of unsatisfactory work.

1.5 QUALITY ASSURANCE

A. Requirements for Structural Work: Do not cut and patch structural elements in a manner that would change their load-carrying capacity or load-deflection ratio. Obtain approval of the cutting and patching plan before cutting and patching the following structural elements:

1. Foundation construction.

2. Bearing and retaining walls.

3. Structural concrete.

4. Structural steel.

5. Lintels.

6. Structural decking.

7. Stair systems.

8. Miscellaneous structural metals.

9. Equipment supports.

10. Piping, ductwork, and equipment.

B. Operational Limitations: Do not cut and patch operating elements or related components in a manner that would result in reducing their capacity to perform as intended. Do not cut and patch operating elements or related components in a manner that would result in increased maintenance or decreased operational life or safety. Obtain approval before cutting and patching the following operating elements or safety-related systems:

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100% Submittal 12 May 2017

1. Shoring, bracing and sheeting.

2. Primary operational systems and equipment.

3. Air or smoke barriers.

4. Water, moisture,…