DESIGN AND CONSTRUCTION GROUP THE GOVERNOR NELSON A .
DESIGN AND CONSTRUCTION GROUPTHE GOVERNOR NELSON A. ROCKEFELLEREMPIRE STATE PLAZAALBANY, NY 12242ADDENDUM NO. 2 TO PROJECT NO. 44822CONSTRUCTION, HVAC, PLUMBING AND ELECTRICAL WORKPROVIDE MAINTENANCE SUB-HEADQUARTERSDOT REGION 5, CATTARAUGUS COUNTYROUTE 16, TOWN OF FARMERSVILLEFRANKLINVILLE, NY 14737December 1, 2017NOTE: This Addendum forms a part of the Contract Documents. Insert it in the Project Manual.Acknowledge receipt of this Addendum in the space provided on the Bid Form.SPECIFICATIONS GROUP:ALL CONTRACTS:SECTION 0141001.Page 014100 – 2 & 3, Article 1.06, Utilities B., 2. & C., 2., Change the Sentence:“There are no utility company charges associated with the installation of the incoming service.”To Read:“The utility company charges associated with the installation of the incoming service shall be billed toand paid by the Department of Transportation.”CONSTRUCTION WORK SPECIFICATION:SECTION 0152132.Page 015213 – 3, Article 2.02, B. Office Equipment, Change the Following:“1.2.One multifunction Printer - HP Laser Jet Printer. Provide one-year service agreement, paidin advance.One copier - Sharp Laser Digital Copiera.Supplies: paper, sizes as directed and toner cartridges for the duration of the project.”To Read:“1.3.One multifunction Printer/Scanner/Copier – Xerox Work Centre 7220 or equal. Provide one-yearservice agreement, paid in advance.”BDC 406.1 STATEMENT OF SPECIAL INSPECTION: Discard the BDC 406.1 Statement of SpecialInspections bound in the Project Manual and use the accompanying BDC 406.1 Statement of SpecialInspections dated 11/28/2017.Page 1 of 1Project No. 44822-C, H, P, E
ELECTRIC WORK SPECIFICATIONS:4.Revised Specification Sections:a.Sections 000110, 260519, 260529, 260531, 260543, 260576, 260924, 262416, 262726, 263216,265300 & 265629, noted “REVISED SECTION 11/28/2017” accompany this Addendum andsupersede the same numbered originally issued Specification Sections.DRAWINGS:ELECTRIC WORK DRAWINGS:5.Revised Drawings:a.Drawing Nos. E-001, E-100, E-101, E-102, E-103, E-104, E-105, E-106, E-107, E-108 & E-109,noted “REVISED DRAWING 11/28/2017” accompany this Addendum and supersede the samenumbered originally issued Specification Sections.6.Addendum Drawing:a.Drawing No. E-109, noted “ADDENDUM DRAWING 11/28/2017” accompanies this Addendumand forms part of the Contract Documents.END OF ADDENDUMMargaret F. LarkinExecutive DirectorDesign and ConstructionCreated 05/19/2009Edited and/or Printed 12/01/2017Page 2 of 2Project No. 44822-C, H, P, E
Design and ConstructionAN ISO 9001:2008 CERTIFIED ORGANIZATIONProject Control, 35th Floor, Corning TowerThe Governor Nelson A. Rockefeller Empire State PlazaAlbany, New York 12242Phone: (518) 474-1314STATEMENT OF SPECIAL INSPECTIONSProject No.:44822Instructions: BCNYS Section 1704.2.3 requires the project Design Professional to complete the Statement of Special Inspections as a condition for issuance of the Construction Permit. Complete eachsection of this form as applicable, and submit it to the Code Compliance Manager with the Summary of Special Inspections (BDC 406).PROJECT INFORMATION:DESIGNER INFORMATION:CONSTRUCTION INFORMATION:Project Description: (Project Title, Facility Name and Address)Architect/Engineer/Consultant:Provide Maintenance SubheadquartersDOT Region 5, Cattaraugus CountyRoute 16,Town of Farmersville,Franklinville, NY 14737Stantec Consulting Services, Inc.- Terry WinterEngineer In Charge:Name of Person Completing Form: (if different from above)Region:Name of Person Completing Form: (if different from above)Bruce WolfordBusiness ne:Date:Comments:Business Unit 3Team Leader:Continuous and Periodicas defined bythe BCNYSA. Steel Construction1. Structural steel.PeriodicINSPECTION AND TESTINGContinuousCheck if RequiredBruce WolfordREFERENCESTANDARDBCNYSREFERENCE1705.2, 1705.2.12. Cold-formed steel deck.SDI QA/QC 20111705.2, 1705.2.23. Installation of open-web steeljoist and joist girders.SJI specification(Section 2207.1)1705.2, 1705.2.3,1705.2.4ACI 318: Ch. 20, 25.2,25.3, 26.6.1-26.6.31705.3, 1908.4B. Concrete ConstructionBDC 406.1 Rev03COMMENTSREGIONAL INSPECTIONASSIGNMENTS1705.2AISC 360 Chapter N.51. Inspection of reinforcingsteel, including prestressingtendons, and placement.SPEC SECTION1705.3Page 1 of 7E-File: V:\\DesignAndConstr\Project Folder\40 BidAwardPhase\41 FinalDocProcessing folder
PeriodicContinuous and Periodicas defined bythe BCNYSContinuousCheck if RequiredINSPECTION AND TESTINGREFERENCESTANDARDB. Concrete ConstructionBCNYSREFERENCECOMMENTSREGIONAL INSPECTIONASSIGNMENTS1705.32a. Reinforcing bar welding Weldability of reinforcingbars other than ASTMA706.2b. Reinforcing bar welding Single-pass fillet welds,maximum 5/16 inches.AWS D1.4; ACI318: 26.6.41705.3, 1705.3.1AWS D1.4; ACI318: 26.6.41705.3, 1705.3.12c. Reinforcing bar welding - Allother welds.AWS D1.4; ACI318: 26.6.41705.3, 1705.3.13. Cast in concrete anchorage.ACI 318: 17.8.21705.34a. Post installed concretemembers - Adhesiveanchors installedhorizontally or upwardlyinclined to resist sustainedtension loads.4b. Post installed concretemembers - Mechanicalanchors and adhesiveanchors not defined in 4.a.5. Verify use of requireddesign mix.ACI 318: 17.8.2.41705.3ACI 318: 17.8.2ACI 318: Ch. 19, 26.4.3,26.4.41705.3, 1904.1,1904.2, 1908.2,1908.31705.3, 1908.106. Sampling fresh concrete:slump, air content,temperature, strength testspecimens.7. Inspect concrete andshotcrete placement forproper applicationtechniques.ASTM C 172,ASTM C31;ACI 318: 26.4, 26.128. Inspection for maintenanceof specified curingtemperature andtechniques.9. Inspection of prestressedconcrete.ACI 318: 26.5.3-26.5.51705.3, 1908.9ACI 318: 26.101705.3BDC 406.1 Rev03SPEC SECTIONACI 318: 26.51705.3, 1908.6,1908.7, 1908.8Page 2 of 7E-File: V:\\DesignAndConstr\Project Folder\40 BidAwardPhase\41 FinalDocProcessing folder
PeriodicContinuousCheck if RequiredINSPECTION AND TESTINGREFERENCESTANDARDBCNYSREFERENCE10. Erection of precastconcrete members.ACI 318: Ch. 26.81705.311. Verification of in-situconcrete strength prior tostressing of tendons inpost-tensioned concreteand prior to removal ofshores and forms frombeams and slabs.ACI 318: 26.11.2Continuous and Periodicas defined bythe BCNYS12. Inspect formwork forshape, location anddimensions of the concretemember being formed.13. Material Tests – Inabsence of sufficient dataor documentation formaterials.2. Empirically designedmasonry, glass unitmasonry and masonryveneer in Risk CategoryIV.3. Vertical masonry foundationelements.D. Wood Construction1. Wood constructionFabrication of woodstructural elements andassemblies.2. High-load Diaphragms.BDC 406.1 Rev03COMMENTSREGIONAL INSPECTIONASSIGNMENTS1705.3ACI 318: 26.11.1.2(b)ACI 318 Ch. 19 and 20C. Masonry Construction1. Masonry construction.SPEC SECTION1705.4ACI 530/ ASCE5/TMS 402 and ACI530.1/ ASCE 6/TMS602 Ch. 3TMS 402/ ACI530/ASCE 5 Level BCh. 31705.41705.4.1,2109,2110, orCh. 5.1,2306.2,1704.2Page 3 of 7E-File: V:\\DesignAndConstr\Project Folder\40 BidAwardPhase\41 FinalDocProcessing folder
D. Wood Construction3. Metal-plate-connected woodtrusses spanning 60 feetor greater (temp. andperm. installation).PeriodicContinuous and Periodicas defined bythe BCNYSContinuousCheck if RequiredINSPECTION AND TESTINGREFERENCESTANDARDBCNYSREFERENCEREGIONAL INSPECTIONASSIGNMENTS1705.5.21705.61. Subgrade inspection.1705.62. Classification and testing ofcompacted fill materials.1705.63. Evaluation of in-placedensity and lift thickness.1705.6F. Driven Deep FoundationsInstallation and load tests(if applicable).1705.7G. Cast-In-Place DeepFoundationsInstallation, end bearingstrata, and load tests (ifapplicable).1705.8H. Helical Pile FoundationInstallation and load tests(is applicable).1705.9I. Fabricated Items1705.10,1704.2.5J. Wind ResistanceApplicable in ExposureCategory B with a basicwind speed of 120 mphand Exposure CategoriesC or D with basic windspeed of 110 mph orgreater.1705.11BDC 406.1 Rev03COMMENTS1705.5E. Soils1a. Structural wood - Fieldgluing operation ofelements of main windforce-resisting system(MWRS).SPEC SECTION1705.11.1Page 4 of 7E-File: V:\\DesignAndConstr\Project Folder\40 BidAwardPhase\41 FinalDocProcessing folder
Continuous and Periodicas defined bythe BCNYSPeriodicCheck if RequiredINSPECTION AND TESTINGREFERENCESTANDARDBCNYSREFERENCEJ. Wind ResistanceApplicable in ExposureCategory B with a basicwind speed of 120 mphand Exposure CategoriesC or D with basic windspeed of 110 mph orgreater.1705.111b. Structural wood - Nailing,bolting, anchoring, andfastening elements of theMWRS.1705.11.12a. Cold formed steel - Weldingoperations of elements ofMWRS.1705.11.22b. Cold formed steel - Screwattachments, bolting,anchoring, and fastening ofelements of MWRS.1705.11.23. Wind-resisting components– Roof covering, roofdeck, and roof framingconnections. Exterior wallcovering and wallconnections to roof andfloor diaphragms andframing.1705.11,1705.11.3K. Special Inspections forSeismic ResistanceApplicable to specificstructures, systems, andcomponents.1705.121. Structural steel - Seismicforce-resisting systems &elements.AISC 341 Ch. JCOMMENTSREGIONAL INSPECTIONASSIGNMENTS1705.12.1.1 or1705.12.1.22a. Structural wood - Fieldgluing operation ofelements of seismic forceresisting system (SFRS).1705.12.22b. Structural wood - Nailing,bolting, anchoring, andfastening of elements ofSFRS.1705.12.2BDC 406.1 Rev03SPEC SECTIONPage 5 of 7E-File: V:\\DesignAndConstr\Project Folder\40 BidAwardPhase\41 FinalDocProcessing folder
PeriodicContinuous and Periodicas defined bythe BCNYSContinuousCheck if RequiredINSPECTION AND TESTINGREFERENCESTANDARDK. Special Inspections forSeismic ResistanceApplicable to specificstructures, systems, andcomponents.ASCE 7 Section 13.2.2REGIONAL INSPECTIONASSIGNMENTS1705.12.41705.12.56. Mechanical and electricalcomponents.1705.12.67. Storage racks and accessfloors.1705.12.7,8. Seismic isolation systems.1705.12.89. Cold-formed steel specialbolted moment frames.1705.12.9L. Structural Testing forSeismic ResistanceApplicable to specificstructures, systems, andcomponents.1705.13AISC 341 Ch. J1705.13.12. Nonstructural components.ASCE 7 Section 13.2.11705.13.23. Designated seismicsystems.ASCE 7 Section 13.2.21705.13.3BDC 406.1 Rev03COMMENTS1705.12.35. Architectural components.1. Structural steel.SPEC SECTION1705.123. Cold-formed steel framing –welding and fasteners.4. Designated seismic systems– verify that label,anchorage, and mountingconforms to the certificateof compliance.BCNYSREFERENCEPage 6 of 7E-File: V:\\DesignAndConstr\Project Folder\40 BidAwardPhase\41 FinalDocProcessing folder
PeriodicContinuous and Periodicas defined bythe BCNYSContinuousCheck if RequiredINSPECTION AND TESTINGREFERENCESTANDARDL. Structural Testing forSeismic ResistanceApplicable to specificstructures, systems, andcomponents.4. Seismic isolation systems.BCNYSREFERENCECOMMENTSREGIONAL INSPECTIONASSIGNMENTS1705.13ASCE 7 Section 17.81705.13.4M. Sprayed Fire-ResistantMaterials [BF]1705.141. Physical and visual tests.1705.14.12. Structural membersurface conditions.1705.14.23. Application.1705.14.34. Thickness.ASTM E 6051705.14.45. Density.ASTM E 6051705.14.56. Bond strength.ASTM E 7361705.14.6N. Mastic and IntumescentFire-ResistantCoatings [BF]AWCI 12-B1705.15O. Exterior Insulation andFinish Systems (EIFS)ASTM E25701705.16P. Fire-ResistantPenetrations andJoints [BF]High rise building orbuildings assigned torisk category III or IVQ. Testing for SmokingControl [F]ASTM E2174ASTM E23931705.17BDC 406.1 Rev03SPEC SECTION1705.18Page 7 of 7E-File: V:\\DesignAndConstr\Project Folder\40 BidAwardPhase\41 FinalDocProcessing folder
TABLE OF CONTENTSPROCUREMENT AND CONTRACTING REQUIREMENTS GROUPDIVISION 00 – PROCUREMENT AND CONTRACTING REQUIREMENTSINTRODUCTORY INFORMATIONDocument Number and Title000101000105000110000115Title Page (Cover)Certification PageTable Of ContentsList Of DrawingsBIDDING REQUIREMENTSDocument Number and Title001114 Advertisement For Bids002113 Instructions To Bidders002213 Supplementary Instructions To Bidders – MWBE-EEO002218 Supplementary Instructions To Bidders – Pre-Bid Site Visit002219 Supplementary Instructions To Bidders – Qualifications Of Bidders003113 Preliminary Project Schedule003126 Existing Hazardous Material Information003132 Geotechnical Data004113 Bid Form004313 Form Of Bid Bond – Bid Security004314 New York State Surety Bond006517 DCA-3 Offerer Disclosure Of Prior Non-Responsibility DeterminationsCONTRACTING REQUIREMENTSDocument Number and Title007213007305007307007322007323007324General ConditionsSupplementary Conditions – Liquidated DamagesSupplementary Conditions – MWBE-EEOSupplementary Conditions – Worker’s CompensationSupplementary Conditions – Vendor ResponsibilitySupplementary Conditions - Encouraging Use of New York State Businesses inContract Performance007326 Supplementary Conditions - Orders on Contract (Change Orders)Updated 06/20/2016Printed 5/18/2017000110 - 1REProject No. 44822-EREVISED SECTION 11/28/2017
SPECIFICATIONS GROUPGENERAL REQUIREMENTS SUBGROUPDIVISION 01 – GENERAL REQUIREMENTSSection Number and 100015000016500017329017716Summary Of The WorkSafetyAllowancesCost ComputationsAdministrative RequirementsProject MeetingsSubmittalsRegulatory RequirementsConstruction Facilities & Temporary ControlsMaterials And EquipmentRemovals Cutting And PatchingContract CloseoutFACILITY CONSTRUCTION SUBGROUPDIVISION 02 – EXISTING CONDITIONSSection Number and Title023313Underground Utility Locator ServiceDIVISION 03 – CONCRETESection Number and Title033001Cast in Place ConcreteDIVISION 07 – THERMAL AND MOISTURE PROTECTIONSection Number and Title078400079200Fire StoppingJoint SealersDIVISION 09 – FINISHESSection Number and Title099102Electrical PaintingUpdated 06/20/2016Printed 5/18/2017000110 - 2REProject No. 44822-EREVISED SECTION 11/28/2017
DIVISION 26 – ELECTRICALSection Number and 0265300265629Wiring, General - 600 Volts And UnderWiring For Motors And Motor ControllersService Grounding And BondingFasteners, Attachments, And Supporting DevicesExposed Conduit - Wet LocationsInterior Raceways, Fittings, And AccessoriesOutlet, Junction, and Pull BoxesUnderground Conduit SystemOvercurrent Protection Device Arch Flash StudyAutomatic Lighting ControlsPanelboardsWiring DevicesSafety SwitchesGas - Alternator Stand-By SystemAutomatic Transfer SwitchLED FixturesExit Light FixturesStreet Lighting And Grounds LightingDIVISION 31 – EARTHWORKSection Number and Title310000Earth workAPPENDIXAsbestos and Lead Survey Report (Modify the Title accordingly to match the Report)BDC-328 Utilization PlanBDC-329 Contractor's List of Subcontractors-SuppliersContractor’s Certification StatementPrevailing Rate CaseSample Firestop ScheduleSchedule of Submittals (SOS)END OF TABLE OF CONTENTSUpdated 06/20/2016Printed 5/18/2017000110 - 3REProject No. 44822-EREVISED SECTION 11/28/2017
SECTION 260519WIRING, GENERAL - 600 VOLTS AND UNDERPART 1 GENERAL1.011.02SUBMITTALSB.Shop Drawings:1.For Electrical Circuit Protective Systems: Show proposed routes andinstallation details (include UL classification data, listing, and systemnumber).C.Product Data: Catalog sheets, specifications and installation instructions.PRODUCT DELIVERYA.Mark and tag insulated conductors and cables for delivery to the site. Include:1.Contractor’s name.2.Project title and number.3.Date of manufacture (month & year).4.Manufacturer’s name.5.Data which explains the meaning of coded identification (UL assignedelectrical reference numbers, UL assigned combination of color markerthreads, etc.).6.Environmental suitability information (listed or marked “sunlightresistant” where exposed to direct rays of sun; wet locations listed/markedfor use in wet locations; other applications listed/marked suitable for theapplications).PART 2 PRODUCTS2.01INSULATED CONDUCTORS AND CABLESA.Date of Manufacture: No insulated conductor more than one year old whendelivered to the site will be acceptable.B.Acceptable Companies: General Cable Corporation., Cerro Wire & Cable Co. Inc.,Prysmian Cables & Systems, or Southwire Co.C.Conductors: Annealed uncoated copper or annealed coated copper inconformance with the applicable standards for the type of insulation to be appliedon the conductor. Conductor sizes No. 8 and larger shall be stranded.D.Types:1.Electric Light and Power Wiring:Updated 01/27/2017Printed 05/18/2017260519 - 1Project No. 44822-EREVISED SECTION 11/28/2017
a.2.3.4.2.02ELECTRICAL CIRCUIT PROTECTIVE SYSTEMA.2.03General: Rated 600V, NFPA 70 Type THHN/THWN-2 orXHHW-2.b.THHN/THWN-2 Gasoline and Oil Resistant: Polyvinylchlorideinsulation rated 600 V with nylon jacket conforming to ULrequirements for type THHN/THWN-2 insulation, with thewords “GASOLINE AND OIL RESISTANT II” marked thereon.c.USE-2: Dual rated heat and moisture resistant insulation rated600 V with jacket or dual purpose insulation/protective coveringconforming to UL requirements for type USE-2 service entrancecables.Class 1 Wiring:a.No. 18 and No. 16 AWG: Insulated copper conductors suitablefor 600 volts, NFPA 70 types KF-2, KFF-2, PAFF, PF, PFF,PGF, PGFF, PTFF, SF-2, SFF-2, TF, TFF, TFN, TFFN, ZF, orZFF.b.Larger than No. 16 AWG: Insulated copper conductors suitablefor 600 volts, in compliance with NFPA 70 Article 310.c.Conductor with other types and thickness of insulation may beused if listed for Class 1 circuit use.Class 2 Wiring:a.Multiconductor Cables: NFPA 70 Article 725, Types CL2P,CL2R, CL2.b.Other types of cables may be used in accordance with NFPA 70Table 725.154(G) “Cable Substitutions”, as approved.Class 3 Wiring:a.Single Conductors No. 18 and No. 16 AWG: Same as Class 1No. 18 and No. 16 AWG conductors except that:1)Conductors are also listed as CL3.2)Voltage rating not marked on cable except where cablehas multiple listings and voltage marking is required forone or more of the listings.b.Multiconductor Cables: NFPA 70 Article 725, Types CL3P,CL3R, CL3.c.Other types of cables may be used in accordance with NFPA 70,Table 725.154(G) “Cable Substitutions”, as approved.Minimum 1-Hour Fire Rating: A system listed in UL Building MaterialsDirectory, product category Electrical Circuit Protective Systems (FHIT).CONNECTORSA.General:1.Connectors specified are part of a system. Furnish connectors andcomponents, and use specific tools and methods as recommended byconnector manufacturer to form complete connector system.2.Connectors shall be UL 486 A listed, or UL 486 B listed for combinationUpdated 01/27/2017Printed 05/18/2017260519 - 2Project No. 44822-EREVISED SECTION 11/28/2017
dual rated copper/aluminum connectors (marked AL7CU for 75 degreesC rated circuits and AL9CU for 90 degrees C rated circuits).B.Splices:1.Spring Type:a.Rated 105 C, 600V; Buchanan/Ideal Industries Inc.’s B-Cap,Electrical Products Div./3M’s Scotchlok Type Y, R, G, B, O/B ,R/Y , or B/G , or Ideal Industries Inc.’s Wing Nuts or Wire Nuts.b.Rated 150 C, 600V; Ideal Industries Inc.’s High TemperatureWire-Nut Model 73B, 59B.2.Indent Type with Insulating Jacket:a.Rated 105 C, 600V; Buchanan/Ideal Industries Inc.’s CrimpConnectors, Ideal Industries Inc.’s Crimp Connectors, Penn-UnionCorp.’s Penn-Crimps, or Thomas & Betts Corp.’s STA-KON.3.Indent Type (Uninsulated): Anderson/Hubbell’s Versa-Crimp,VERSAtile, Blackburn/T&B Corp.’s Color-Coded CompressionConnectors, Electrical Products Div./3M’s Scotchlok 10000, 11000Series, Burndy’s Hydent, Penn-Union Corp.’s BCU, BBCU Series, orThomas & Betts Corp.’s Compression Connectors.4.Connector Blocks: NIS Industires Inc.’s Polaris System, or Thomas &Betts Corp.’s Blackburn AMT Series.5.Resin Splice Kits: Electrical Products Div./3M’s Scotchcast Brand KitNos. 82A Series, 82-B1 or 90-B1, or Scotchcast Brand Resin PressureSplicing Me
2b. Cold formed steel - Screw attachments, bolting, anchoring, and fastening of elements of MWRS. 1705.11.2 3. Wind-resisting components – Roof covering, roof deck, and roof framing connections. Exterior wall covering and wall connections to roof and floor diaphragms and framing. 1705.11, 1705.11.3 K. Special Inspections for Seismic Resistance
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