ATTACHMENT C - Submittal Register.xlsx

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Y1DA--FY23: NRM-Tier 1 (PROJ: 548-20-106) BB - Replace Emergency Generators and Paralleling Gear
Solicitation number
36C24823R0005
Issued by

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This is a submittal register for a federal construction contract to replace emergency generators and paralleling gear at a Department of Veterans Affairs medical center in West Palm Beach, Florida. The contractor shall demolish existing structures, furnish labor and materials, and perform work as required by the drawings and specifications. The register lists over 200 submittal items required from the contractor organized by specification section, including shop drawings, product data, material samples, test reports, warranties, operation and maintenance manuals, and other documentation. Key submittals include reinforced concrete and masonry designs, structural steel fabrications, mechanical and electrical equipment, fire protection systems, commissioning plans, and sustainability documentation. The contractor must provide the submittals to the contracting officer's representative by the dates indicated for review and approval.

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SUBMITTAL REGISTER: SHOP DRAWINGS, SUBMITTALS, AND SAMPLES
PROJECT: 548-20-106 A/E REPLACE EMERGENCY GENERATORS AND PARALLELING GEARS & S PROJECT # 2102
CONTRACTOR:UPDATED: 03-09-2022
No.Spec
SectionTypeTitleDate
Rec'dContractorReferredActionCopies ToNotes
Sub Trade# Rec'dToDate
Sent#
CopiesDate Ret'dReviewedRevise As NotedRevise & ResubmitRejectedDate
Fwd to VAContractorOwnerFileConsultant
01 00 00GENERAL
01 00 00SCHEDULESSecurity: One Week's notice prior to work start
01 00 00STATEMENTGuards: After Hours security
01 00 00STATEMENTGuards: Provide guards/VA police communication devices
01 00 00RECORDSKey Control:GC to provide duplicate keys and lock combinations to COR
01 00 00RECORDSKey Control:GC shall turn over all permanent lock cylinders to the VA locksmith for permanent installation
01 00 00STATEMENTDocument Control:GC shall submit an electronic security memorandum describing the approach to following goals and maintaining confidentiality of “sensitive information”
01 00 00STATEMENTDocument Control:GC to notify Contracting Officer and Site Security Officer immediately when there is a loss or compromise of “sensitive information”
01 00 00SCHEDULESPhasing:Schedule of Approximate Phasing Dates
01 00 00SCHEDULESPhasing:Equipment and Materials
01 00 00STATEMENTSPhasing:Life Safety Measures
01 00 00SCHEDULESPhasing:Schedule of Milestone subtasks
01 00 00STATEMENTSPhasing:Two-week notification for subtasks
01 00 00STATEMENTSUtilities Services: Minor Interuptions: 7 day advance notice of proposed interruptions, in writing
01 00 00STATEMENTSUtilities Services: Major Interuptions: 15 day advance notice of proposed interruptions, in writing
01 00 00REPORTSSurvey: Survey of areas of buildings where alterations occur
01 00 00REPORTSRe-Survey: 30 days prior to Substantial completion, to include damage by GC
01 00 00CERTIFICATESPCB Transformers and Capacitors : "Originator" copy of the Uniform Hazardous Waste Manifest (EPA Form 8700-22), along with the Uniform Hazardous Waste Manifest Continuation Sheet (EPA Form 8700-22A) shall be returned to the Contracting Officer
01 00 00CERTIFICATESLayout of Work: Post mass excavation,Certified Report of additional survey of control points or system of points
01 00 00CERTIFICATESLayout of Work: Certified As-builts drawings/Land Surveyor or Civil Engineer
01 00 00DRAWINGSAs-Built Drawings: 2 sets to COR within 15 days of each phase completion
01 00 00O&M MANUALSWarranty Management: 4 sets warrantY management plan 30 days prior to pre-warranty conference
01 00 00O&M MANUALSWarranty Management:Warranty information submitted to CO monthly prior pay applications.
01 00 00O&M MANUALSWarranty Management:Assembled binder of approved warranty information upon acceptance of work.
01 00 00O&M MANUALSWarranty Management: At GC quality control completion inspection, furnish information for company authorized to initiate and pursue construction warranty work action
01 00 00O&M MANUALSWarranty Tags: Two record copies of the warranty tags showing the layout and design
01 00 00REPORTSUse of Utility Services:GC to submit monthly record of usage of electricity
01 00 00SCHEDULESTests: GC shall provide a written testing and commissioning plan complete with component level, equipment level, sub-system level and system level breakdowns, prior to commencing work
01 00 00O&M MANUALSInstructions:GC shall furnish Maintenance and Operating manuals
01 00 00INSTRUCTIONSInstructions:GC shall provide qualified, factory trained manufacturers' representatives to give detailed training to assigned Department of Veterans Affairs personnel in the operation and complete maintenance for each piece of equipment
01 00 00O&M MANUALSManuals: four hard copies and one electronic copy each for each separate piece of equipment shall be delivered to the COR coincidental with the delivery of the equipment to the job site
01 00 00RECORDSSafety Signs:Provide a Safety Sign where directed by COR
01 00 00Final Elevation Digital Image:four (4) images of each elevation provided to RE on CD
01 32 16.15SCHEDULES
01 32 16.15SCHEDULESMonthly updated Schedule
SCHEDULESInitial Schedule for VA review, schedule content.
REPORTSSupplemental data
SCHEDULESRevisions
SCHEDULESAdjustments to Contract completion.
01 33 23SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES
01 33 23CERTIFICATESCertificates of insurance
01 33 23CERTIFICATESSurety bonds
01 33 23CERTIFICATESSite-specific safety plan
01 33 23SCHEDULESConstruction progress schedule
01 33 23SCHEDULESSchedule of values
01 33 23SCHEDULESSubmittal Register
01 33 23REPORTSList of proposed subcontractors
01 35 26SAFETY
01 35 26REPORTSMatters of interpretation of standards pertaining to Safety
01 35 26REPORTSAccident Prevention Plan (APP)
01 35 26REPORTSActivity Hazard Analysis
01 35 26REPORTSTraining records
01 35 26REPORTSProject-specific dust protection measures with associated product data
01 35 26REPORTSProject-specific fire safety measures
01 35 26REPORTSDetailed lift plan
01 45 00QUALITY CONTROL
01 45 00Preconstruction Submittals
01 45 00REPORTSInterim CQC Plan
01 45 00REPORTSCQC Plan
01 45 00REPORTSAdditional Requirements for Design Quality Control (DQC) Plan
01 45 00Design Data
01 45 00REPORTSDiscipline-Specific Checklists
01 45 00REPORTSDesign Quality Control
01 45 00Test Reports
01 45 00CERTIFICATESVerification Statement
01 57 19TEMPORARY ENVIRONMENTAL CONTROLS
01 57 19REPORTSEnvironmental Protection Plan
01 74 19CONSTRUCTION WASTE MANAGEMENT
01 74 19REPORTSWritten demolition debris management plan
01 74 19REPORTSSummary of construction and demolition debris diversion and disposal
01 81 13SUSTAINABLE CONSTRUCTION REQUIREMENTS
01 81 13REPORTSSustainability Action Plan
01 81 13SCHEDULESLow Pollutant-Emitting Materials Tracking Spreadsheet
01 81 13REPORTSConstruction Indoor Air Quality (IAQ) Management Plan
01 81 13DATARecycled Content product data
01 81 13DATABiobased Content product data
01 81 13DATAENERGY STAR label
01 81 13CERTIFICATESFEMP certification
01 81 13CERTIFICATESWaterSense
01 81 13CERTIFICATESEPEAT certification
01 81 13REPORTSSustainable Construction Progress Report
01 81 13RECORDSFINAL: Low Pollutant-Emitting Materials Tracking Spreadsheet
01 91 00GENERAL COMMISSIONING REQUIREMENTS
01 91 00DATAIndividual testing, adjusting, or related services
01 91 00SCHEDULESSchedule for operation and maintenance data
01 91 00SCHEDULESSchedule for operation and maintenance data submittals, equipment startup, and testing
01 91 00STATEMENTSPreliminary Commissioning Plan
01 91 00DATAApproved Operation and Maintenance Data
01 91 00STATEMENTSSystems to be commissioned
01 91 00RECORDSFinal Commissioning Plan Submittal
01 91 00STATEMENTSSystems Functional Performance Test Procedure
01 91 00SCHEDULESPre-Functional Checklists
01 91 00REPORTSTest and Inspection Reports
01 91 00REPORTSCorrective Action Documents
01 91 00REPORTSPreliminary Commissioning Report
01 91 00REPORTSFinal Commissioning Report
01 91 00STATEMENTSFull startup plan
01 91 00REPORTSUpdated startup report and a Statement of Correction
01 91 00REPORTSDevelopment of Systems Functional Performance Test Procedures
01 91 00REPORTSCommissioning Field Report
01 91 00REPORTSFailure Due to Manufacturer Defect
01 91 00O&M MANUALSTraining Module: Instruction Program
01 91 00O&M MANUALSTraining Module: Qualification Data
01 91 00O&M MANUALSTraining Module: Attendance Record
01 91 00O&M MANUALSTraining Module: Evaluations
01 91 00O&M MANUALSTraining Module: Demonstration and Training Recording
01 91 00O&M MANUALSTraining Module: Transcript
01 91 00REPORTSQuality Assurance:Facilitator Qualifications
01 91 00REPORTSQuality Assurance:Instructor Qualifications
01 91 00REPORTSQuality Assurance:Photographer Qualifications
01 91 00REPORTSTraining Coordination
01 91 00REPORTSInstruction Program: Program Structure
03 30 53CONCRETE
03 30 53Drawings
03 30 53DRAWINGSLarge scale drawings of reinforcing steel
03 30 53Manufacturer's Literature and Data
03 30 53Materials
03 30 53DATAPortland Cement: ASTM C150/C150M, Type I or II.
03 30 53DATAPozzolans:1.Fly Ash: ASTM International(ASTM) C618, Class C or F including supplementary optional physical requirements. Pozzolans shall not exceed 25 percent of total cementitious materials by weight
03 30 53DATAPozzolans:2.Slag: ASTM International(ASTM) C989/C989M; Grade 100 or Grade 120
03 30 53DATAPozzolans:3.Silica Fume: ASTM International(ASTM) C1240.
03 30 53DATACoarse Aggregate: ASTM International(ASTM) C33/C33M.
03 30 53DATACoarse Aggregate:1.Size 467 for footings and walls over 300 mm (12 inches) thick.
03 30 53DATACoarse Aggregate:2.Size 7 for coarse aggregate for applied topping and metal pan stair fill.
03 30 53DATACoarse Aggregate:3.Size 67 for other applications.
03 30 53DATAFine Aggregate: ASTM International(ASTM) C33/C33M.
03 30 53DATALightweight Aggregate for Structural Concrete: ASTM International(ASTM) C330/C330M, Table 1.
03 30 53DATAMixing Water: Fresh, clean, and potable.
03 30 53DATAAir‑Entraining Admixture: ASTM International(ASTM) C260/C260M.
03 30 53DATAChemical Admixtures: ASTM International(ASTM) C494/C494M
03 30 53DATAVapor Barrier: ASTM International(ASTM) E1745, Class A with a minimum puncture resistance of 2200 g (3000 pounds); minimum 0.38 mm (15 mil) thick
03 30 53DATAReinforcing Steel: ASTM International(ASTM) A615/A615M or ASTM International(ASTM) A996/A996M, deformed.
03 30 53DATAForms: Plywood
03 30 53DATAForms: Lumber
03 30 53DATAForms: Form Coating
03 30 53DATALiquid Densifier/Sealer: 100 percent active colorless aqueous siliconate solution
03 30 53DATAGrout, Non‑Shrinking: Premixed ferrous or non‑ferrous. Grout to show no settlement or vertical drying shrinkage at 3 days. Compressive strength for grout, at least 18 MPa (2500 psi) at 3 days and 35 MPa (5000 psi) at 28 days
03 30 53Accessories
03 30 53DATABonding Agent: ASTM International (ASTM) C 1059/C 1059M, Type II
03 30 53DATAStructural Adhesive: ASTM International (ASTM) C881, 2‑component material suitable for use on dry or damp surfaces. Provide material Type, Grade, and Class to suit Project requirements
03 30 53DATAWater Stops: Rubber base with self‑healing properties. Expanding clay based products not acceptable
03 30 53DATAWeeps: Geotextile type as recommended by Contractor and approved by the COR.
03 30 53Concrete Mixes
03 30 53INSTRUCTIONSDesign concrete mixes according to ASTM International (ASTM) C94/C94M, Option C.
03 30 53INSTRUCTIONSCompressive strength at 28 days: minimum 3,000 psi
03 30 53INSTRUCTIONSMix design and results of compression tests
03 30 53DATAMaximum Slump for Vibrated Concrete: 100 mm (4 inches) tested according to ASTM International (ASTM) C143.
03 30 53DATACement and Water Factor (See Table I)
03 30 53Sustainable Construction Submittals
03 30 53DATARecycled Content: Identify post‑consumer and pre‑consumer recycled content percentage by weight
03 30 53Certificates
03 30 53CERTIFICATESMix design and results of compression tests
03 30 53Installation
03 30 53REPORTSProposed Deviation Resolution: Aggregate Producer
03 30 53REPORTSProposed Deviation Resolution: Concrete Flatwork Curing
04 05 13MASONRY MORTARING
04 05 13Manufacturer's Literature and Data
04 05 13Materials
04 05 13DATAHydrated Lime: ASTM C207, Type S.
04 05 13DATAAggregate for Masonry Mortar: ASTM C144
04 05 13DATABlended Hydraulic Cement: ASTM C595/C595M, Type IS, IP
04 05 13DATAMasonry Cement: ASTM C91/C91M. Type N, S, Or M
04 05 13DATAMortar Cement: ASTM C1329/C1329M, Type N, S or M
04 05 13DATAPortland Cement: ASTM C150/C150M, Type I
04 05 13DATAPigments: ASTM C979/C979M; inorganic, inert, mineral pigments only, unaffected by atmospheric conditions, nonfading, alkali resistant, and water insoluble
04 05 13DATAWater: Potable, free of substances that are detrimental to mortar, masonry, and metal
04 05 13Mixes
04 05 13DATAMasonry Mortar: ASTM C270
04 05 13Mortaring
04 05 13DATAType S Mortar: Use for masonry containing vertical reinforcing bars (non‑engineered) and engineered reinforced unit masonry work
04 05 13DATAType N Mortar: Use for other masonry work
04 05 13DATAType N Mortar: Use for pointing items and tuck pointing specified
04 05 13Certificates
04 05 13CERTIFICATESPortland cement
04 05 13CERTIFICATESMasonry cement
04 05 13CERTIFICATESMortar cement
04 05 13CERTIFICATESHydrated lime
04 05 13CERTIFICATESFine aggregate
04 05 16MASONRY GROUTING
04 05 16Manufacturer's Literature and Data
04 05 16Materials
04 05 16DATAGrout Components:1.Hydrated Lime: ASTM C207, Type S
04 05 16DATAGrout Components:2.Aggregate For Masonry Grout: ASTM C404, sand and aggregates ot to exceed pea gravel size
04 05 16DATAGrout Components:3.Blended Hydraulic Cement: ASTM C595, Type IS, IP
04 05 16DATAGrout Components:4.Water: Potable, free of substances that are detrimental to grout, masonry, and metal
04 05 16Mixes
04 05 16DATAGrout: ASTM C476; fine grout
04 05 16DATAReady‑Mixed Grout: ANSI A118.8
04 05 16Sustainable Construction Submittals
04 05 16REPORTSRecycled Content: Identify pre‑consumer recycled content percentage by weight
04 05 16Certificates
04 05 16CERTIFICATESBlended hydraulic cement
04 05 16CERTIFICATESPortland cement
04 05 16CERTIFICATESGrout
04 05 16CERTIFICATESHydrated lime
04 05 16CERTIFICATESAggregate
04 05 16Quality Assurance
04 05 16CERTIFICATESIndependent testing laboratory report
04 20 00UNIT MASONRY
04 20 00Drawings
04 20 00DRAWINGSFabrication, bending, and placement of reinforcing bars. Comply with ACI 315. Show bar schedules, diagrams of bent bars, stirrup spacing, lateral ties and other arrangements and assemblies
04 20 00DRAWINGSSpecial masonry shapes, profiles, and placement
04 20 00Manufacturer's Literature and Data
04 20 00Materials
04 20 00DATAUNIT MASONRY PRODUCTS
04 20 00DATACMU:1.Hollow Load Bearing Concrete Masonry Units: ASTM C90
04 20 00DATACMU:2.Sizes: Modular, 200 mm by 400 mm (8 inches by 16 inches) nominal face dimension; thickness as indicated on drawings. Masonry width is to match width of existing masonry
04 20 00DATAANCHORS, TIES, AND REINFORCEMENT
04 20 00DATASteel Reinforcing Bars: ASTM A615/A615M; Grade 60, deformed bars
04 20 00DATAJoint Reinforcement
04 20 00DATAIndividual Ties
04 20 00DATAAdjustable Steel Column Anchor
04 20 00Accessories
04 20 00DATAMasonry Cleaner
04 20 00DATAFasteners:Screws: FS FF S 107, Type A, AB, SF thread forming or cutting
04 20 00DATAWelding Materials: AWS D1.4/D1.4M, type to suit application
04 20 00Installation
04 20 00REPORTSProposed Deviation Resolution: Installation varies from Manufacturer Instructions
05 50 00METAL FABRICATIONS
05 50 00Drawings
05 50 00DRAWINGSSetting drawings and instructions for installation of anchors to be preset into concrete and masonry work, and for the positioning of items having anchors to be built into concrete or masonry construction
05 50 00Shop Drawings
05 50 00Materials
05 50 00DATAStructural Steel: ASTM A36
05 50 00DATAPrimer Paint: As specified in Section 09 91 00, PAINTING
05 50 00DATAStainless Steel Tubing: ASTM A269, type 302 or 304
05 50 00DATABird Screening: ASTM D3656
05 50 00Hardware
05 50 00DATARough Hardware:1.Furnish rough hardware with a standard plating, applied after punching, forming and assembly of parts; galvanized, cadmium plated, or zinc-coated by electro-galvanizing process. Galvanized G-90 where specified
05 50 00DATARough Hardware:2.Use G90 galvanized coating on ferrous metal for exterior work unless non-ferrous metal or stainless is used
05 50 00DATARough Hardware:
05 50 00DATAFasteners:Bolts with Nuts:ASME B18.2.2
05 50 00DATAFasteners:Bolts with Nuts:ASTM A307 for 415 MPa (60,000 psi) tensile strength bolts
05 50 00DATAFasteners:Bolts with Nuts:ASTM F468 for nonferrous bolts
05 50 00DATAFasteners:Bolts with Nuts:ASTM F593 for stainless steel
05 50 00DATAFasteners:Screws: ASME B18.6.1
05 50 00DATAFasteners:Washers: ASTM F436, type to suit material and anchorage
05 50 00DATAFasteners:Nails: ASTM F1667, Type I, style 6 or 14 for finish work
07 21 13THERMAL INSULATION
07 21 13Drawings
07 21 13DRAWINGSShow insulation type, thickness, and R‑value for each location
07 21 13Manufacturer's Literature and Data
07 21 13Materials
07 21 13DATAInsulation General
07 21 13DATAInsulation Thickness
07 21 13DATAInsulation Types
07 21 13DATAInsulation Recycled Content:Glass fiber reinforced: 6 percent recovered material
07 21 13DATAInsulation Recycled Content:Rock wool material: 75 percent recovered material
07 21 13DATAThermal Insulation
07 21 13DATAExterior Framing or Furring Insulation
07 21 13DATAMineral Fiber: ASTM C665, Type II, Class C, Category I where concealed by thermal barrier
07 21 13DATAMineral Fiber: ASTM C665, Type III, Class A at other locations
07 21 13DATAAccessories
07 21 13DATAFasteners:Staples or Nails: ASTM F1667, zinc‑coated, size and type to suit application
07 21 13DATAFasteners:Screws: ASTM C954 or ASTM C1002, size and length to suit application with washer minimum 50 mm (2 inches) diameter.
07 21 13DATAFasteners:Impaling Pins: Steel pins with head minimum 50 mm (2 inches) diameter
07 21 13DATAInsulation Adhesive: Nonflammable type recommended by insulation manufacturer to suit application
07 21 13DATATape: Pressure sensitive adhesive on one face
07 21 13Sustainable Construction Submittals
07 21 13REPORTSRecycled Content: Identify post‑consumer and pre‑consumer recycled content percentage by weight
07 21 13REPORTSLow Pollutant‑Emitting Materials: Show volatile organic compound types and quantities
07 21 13Installation
07 21 13REPORTSProposed Deviation Resolution: Installation varies from Manufacturer Instructions
07 60 00FLASHING AND SHEET METAL
07 60 00Shop Drawings
07 60 00Materials
07 60 00DATAFlashing: A.Stainless Steel: ASTM A240, Type 302B, dead soft temper
07 60 00DATAThru wall flashing
07 60 00Accessories
07 60 00DATASolder: ASTM B32; flux type and alloy composition as required for use with metals to be soldered.
07 60 00DATARosin Paper: Fed-Spec. UU-B-790, Type I, Grade D, Style 1b, Rosin-sized sheathing paper, weighing approximately 3 Kg/10 m²( 6 pounds/100 square feet)
07 60 00DATABituminous Paint: ASTM D1187, Type I
07 60 00DATASealant: As specified in Section 07 92 00, JOINT SEALANTS for exterior locations.
07 60 00DATARoof Cement: ASTM D4586
07 60 00Certificates
07 60 00CERTIFICATESIndicating compliance with specified finishing requirements, from applicator and contractor
7 72 00EXISTING ROOF REPAIRS
7 72 00Manufacturer's Literature and Data
7 72 00Materials
7 72 00DATASingle Ply Roofing: Match existing type, thickness, performance, and outer coat color
7 72 00DATAAluminum, Extruded: ASTM B221M (B221).
7 72 00DATAAluminum Sheet: ASTM B209M (B209)
7 72 00DATAGalvanized Sheet Steel: ASTM A653/A653M; G-90 coating
7 72 00DATAAsphalt Coating: ASTM D1187/D1187M, Type I, quick setting
07 84 00FIRESTOPPING
07 84 00REPORTSInstaller qualifications
07 84 00REPORTSList of FM, UL, or WH classification number of systems installed
07 84 00REPORTSWritten reports indicating locations of and types of penetrations and type of firestopping used at each location; type is to be recorded by UL listed printed numbers
07 84 00Manufacturer's Literature and Data
07 84 00Materials
07 84 00DATATypes of firestopping and smoke stopping used
07 84 00Sustainable Design Submittals
07 84 00REPORTSVolatile organic compounds per volume as specified in PART 2 ‑ PRODUCTS
07 84 00Certificates
07 84 00CERTIFICATESLaboratory test reports for ASTM E814 tests for systems not listed by FM, UL, or WH proposed for use
07 92 00JOINT SEALANTS
07 92 00REPORTSInstaller qualifications
07 92 00Manufacturer's Literature and Data
07 92 00Materials
07 92 00DATAPrimers
07 92 00DATASealing compound, each type, including compatibility when different sealants are in contact with each other
07 92 00DATACured samples of exposed sealants for each color
07 92 00RECORDSManufacturer warranty
07 92 00Sustainable Design Submittals
07 92 00REPORTSVolatile organic compounds per volume as specified in PART 2 ‑ PRODUCTS
07 92 00Certificates
07 92 00CERTIFICATESCertification that joints are of the proper size and design, that the materials supplied are compatible with adjacent materials and backing, that the materials will properly perform to provide permanent watertight, airtight or vapor tight seals (as applicable), and that materials supplied meet specified performance requirements
08 11 13HOLLOW METAL DOORS AND FRAMES
08 11 13RECORDSWarranty
08 11 13Drawings
08 11 13DRAWINGSShow size, configuration, and fabrication and installation details
08 11 13Manufacturer's Literature and Data
08 11 13DATAFire Doors and Frames: UL 10C; NFPA 80 labeled
08 11 13DATAGalvanized Sheet Steel: ASTM A653
08 11 13DATAHollow Metal Doors: 18 gage. ANSI A250.8; 44 mm (1‑3/4 inches) thick
08 11 13DATAExterior Doors: Level 3 and Physical Performance Level A, extra‑heavy duty; Model 2, seamless at all locations
08 11 13DATADoor Faces:Exterior Doors: Galvanized sheet steel minimum Z180 or ZF180 coating
08 11 13DATADoor Cores:Fire Doors: Manufacturer's standard complying with specified fire rating performance (45 minutes to 1 hour)
08 11 13SCHEDULESHardware Prep for hardware scheduled
08 11 13DATAHollow Metal Frames: 16 gage. ANSI A250.8; face welded. See drawings for sizes and designs
08 11 13DATAExterior Frames:Level 3 Hollow Metal Doors
08 11 13DATAFrame Materials:Exterior Frames: Galvanized sheet steel minimum Z180 or ZF180 coating
08 11 13DATAHardware Prep for hardware scheduled
08 11 13DATALabel
08 11 13Sustainable Construction Submittals
08 11 13REPORTSSteel Recycled Content: 30 percent total recycled content, minimum, by weight
08 11 13REPORTSLow Pollutant‑Emitting Materials: Show volatile organic compound types and quantities
08 11 13Installation
08 11 13REPORTSProposed Deviation Resolution: Installation varies from Manufacturer Instructions
08 33 00COILING DOORS
08 33 00Drawings
08 33 00DRAWINGSBasis of Design: McKeon Type FSFS-IS Insulated Fire Door
08 33 00DRAWINGSInterior coiling doors spring counter balanced, overhead type, outside face mounted with covers, and guides at jambs set back at adequate distance to provide clear opening and anchorage to steel frame provided
08 33 00DRAWINGSWhere doors exceeding 7.4 square meter (80 square feet) are indicated as manually operated, provide design, fabrication, and installation permitting future electric motor operation
08 33 00DRAWINGSCounterbalance Assembly
08 33 00DRAWINGSField Measurements
08 33 00Manufacturer's Literature and Data
08 33 00Materials
08 33 00DATASheet Steel: A653/A653M; G90 galvanized coating
08 33 00DATAStructural Steel: ASTM A36/A36M
08 33 00DATAPaints and coatings
08 33 00DATADoors:Interlocking slats of galvanized steel in manufacturer's standard profile, except exterior door slat profile to be flat
08 33 00DATADoors:Slat Thickness: As required to resist specified loads, Galvanized Steel: Minimum thickness
08 33 00DATADoors:Bottom Rail: Two continuous angles of galvanized steel minimum 3 mm (0.125 inch) thick, to receive safety device
08 33 00DATAHoods:Sheet Steel: Manufacturer’s standard
08 33 00DATAHoods:Reinforce at top and bottom edges with rolled beads, rods or angles. Provide intermediate supporting brackets for hoods greater than 3600 mm (12 feet) long
08 33 00DATACounterbalance Assembly:Barrel
08 33 00DATACounterbalance Assembly:Spring
08 33 00DATABrackets
08 33 00DATAGuides
08 33 00DATALocking
08 33 00DATAManual Operators
08 33 00DATAFire Rated Doors
08 33 00DATASteel: Powder Coat Finish by Architect-specify)
08 71 00DOOR HARDWARE
08 71 00REPORTSIn lieu of UL labeling and listing, test reports from a nationally recognized testing agency may be submitted showing that hardware has been tested in accordance with UL test methods and that it conforms to NFPA requirements
08 71 00SCHEDULES6 copies of Hardware Schedule
08 71 00RECORDS2 Final Copies of final approved schedule
08 71 00O&M MANUALSFurnish maintenance manuals and instructions on all door hardware
08 71 00Samples and Manufacturers' Literature
08 71 00DATAAll hardware items (proposed for the project) that have not been previously approved by Builders Hardware Manufacturers Association shall be submitted for approval. Tag and mark all items with manufacturer's name, catalog number and project number
08 71 00REPORTSVerify location of existing hardware and submit locations to VA COR for approval
08 71 00REPORTSSubmit written report identifying problems
08 90 00EXISTING LOUVERS
08 90 00Shop Drawings
08 90 00DATAEach type, showing method of removal, protection, installation and anchorage details
08 90 01LOUVERS
08 90 01Shop Drawings
08 90 01DATAEngineering calculations for designated design of new louvers, and for layouts, sizes, and types of fasteners for each louver
08 90 01DATAEach type, showing material, finish, size of members, method of assembly, and installation and anchorage details
08 90 01DATAFasteners:proposed fasteners, and method of installation
08 90 01DATAFurnish setting drawings and instructions for installation of anchors and for the positioning of items having anchors to be built into masonry construction
08 90 01Manufacturer's Literature and Data
08 90 01DATAAluminum, Extruded: ASTM B221M (B221)
08 90 01DATAAluminum, Plate and Sheet: ASTM B209M (B209); alloy 3003 or 5005 with temper as required for forming
08 90 01DATAAluminum, Plate and Sheet: ASTM B209M (B209); alloy 3003 or 5005 with temper as required for forming
08 90 01DATAFasteners
08 90 01DATAExterior Wall Louvers
08 90 01DATAClosure Angles and Closure Plates
08 90 01DATAWire Guards
08 90 01DRAWINGSFinish:Aluminum Louvers:AA M10C22A42, Chemically etched medium matte, with integrally colored anodic coating, Class I Architectural, 0.17 mm (0.7 mils) thick. Color to match adjacent louvers as in place at time of order
09 22 16NON-STRUCTURAL METAL FRAMING
09 22 16Shop Drawings
09 22 16DRAWINGSTypical ceiling suspension system
09 22 16DRAWINGSTypical metal stud and furring construction system including details around openings and corner details
09 22 16DRAWINGSTypical fire rated assembly showing details of construction same as that used in fire rating test
09 22 16DRAWINGSInternal reinforced beam and other components to support coiling door assemblies
09 22 16Manufacturer's Literature and Data
09 22 16DATAStuds, runners and accessories
09 22 16DATAProtective Coating:Galvanize steel studs, runners (track), rigid (hat section) furring channels, "Z" shaped furring channels, and resilient furring channels, with coating designation of G40 or equivalent
09 22 16DATATrack:ASTM C645, modified for thickness specified and sizes as shown. Use C 645 steel, 0.75 mm (0.0296-inch) minimum base-metal (30 mil)
09 22 16DATAFasteners/Clips:ASTM C754, except as otherwise specified
09 22 16DATAFasteners for steel studs thicker than 0.84 mm (0.033‑inch) thick. Use ASTM C954 steel drill screws of size and type recommended by the manufacturer of the material being fastened
09 22 16DATAClips: ASTM C841 (paragraph 6.11), manufacturer’s standard items
09 22 16DATAConcrete ceiling hanger inserts (anchorage for hanger wire and hanger straps): Steel, zinc‑coated (galvanized)
09 22 16DATATie Wire and Hanger Wire:ASTM A641, soft temper, Class 1 coating
09 22 16DATATie Wire and Hanger Wire:Gage (diameter) as specified in ASTM C754 or ASTM C841
09 22 16DATAAttachments for Wall Furring
09 22 16DATAPower Actuated Fasteners
09 22 16DATAChannels (Rolled steel)
09 22 16DATAFurring channels
09 22 16DATAScrews, clips and other fasteners
09 29 00GYPSUM BOARD
09 29 00Shop Drawings
09 29 00DRAWINGSTypical gypsum board ceiling installation, showing corner details, edge trim details and the like
09 29 00DRAWINGSTypical fire rated assembly and column fireproofing, indicating details of construction same as that used in fire rating test
09 29 00Manufacturer's Literature and Data
09 29 00Materials
09 29 00DATAGypsum Board:Gypsum Board: ASTM C1396, Type X, 16 mm (5/8 inch) thick unless shown otherwise. Moisture resistant and approved for 1-hour wall assembly as detailed and specified
09 29 00DATAFasteners:ASTM C1002 and ASTM C840, except as otherwise specified
09 29 00DATAFasteners:ASTM C954, for steel studs thicker than 0.04 mm (0.33 inch)
09 29 00DATAClips:Zinc-coated (galvanized) steel; gypsum board manufacturer's standard items
09 29 00DATAFinishing:ASTM C475 and ASTM C840. Free of antifreeze, vinyl adhesives, preservatives, biocides and other VOC. Adhesive shall contain a maximum VOC content of 50 g/l
09 29 00Certificates
09 29 00CERTIFICATESCertify that gypsum board types and joint treating materials do not contain asbestos material, and that these fulfill requirements for 1-hour wall assembly as detailed and specified for this project
09 91 00PAINTING
09 91 00Manufacturer's Literature and Data
09 91 00SCHEDULESBefore work is started, or sample panels are prepared, submit manufacturer's literature and technical data, the current Master Painters Institute (MPI) "Approved Product List" indicating brand label, product name and product code as of the date of contract award, will be used to determine compliance with the submittal requirements of this specification
09 91 00DATASubmit manufacturer’s technical data sheets for specified coatings and solvents
09 91 00DATAInterior Paint:20 percent biobased material
09 91 00DATAInterior Paint- Oil Based and Solvent Alkyd:67 percent biobased material
09 91 00DATAExterior Paint: 20 percent biobased material
09 91 00DATAWood & Concrete Stain:39 percent biobased content
09 91 00DATAPolyurethane Coatings:25 percent biobased content
09 91 00DATAWater Tank Coatings:59 percent biobased content
09 91 00DATAWood & Concrete Sealer- Membrane Concrete Sealers:11 percent biobased content
09 91 00DATAWood & Concrete Sealer- Penetrating Liquid:79 percent biobased content
09 91 00SCHEDULESPainting Schedule furnished to COR
09 91 00DATAPaint Color: Primer:
09 91 00DATAPaint Color: Body Coat:
09 91 00SCHEDULESIdentity Painting Schedule
10 26 00WALL PROTECTION
10 26 00RECORDSManufacturer's Warranty
10 26 00Shop Drawings
10 26 00DRAWINGSShow design and installation details
10 26 00Manufacturer's Literature and Data
10 26 00DATAStainless Steel: A240/A240M, Type 304
10 26 00DATACorner Guards:Fabricate stainless steel corner guards of 1.27 mm (.05 inch) thick material conforming to ASTM A240/A240M, Type 304 . Install corner guards from floor to8’-0” above floor. Form corner guard to taper at each long edge to fit tight to wall
10 26 00DATADoor Hardware Protection
10 26 00DATAFasteners and Anchors: submit shop drawings showing proposed installation details
10 26 00DATAFinish: Stainless Steel
DIVISION 21-FIRE PROTECTION
21 13 13Wet Pipe Sprinkler Systems
STATEMENTQualifications
DRAWINGSShop Drawings
DATAManufacturer's Data
DATACalculation Sheets
DATAFinal Documents
STATEMENTSDesign Basis
DIVISION 23-MECHANICAL
23 05 11Common Work Results for HVAC
STATEMENTSamples
DRAWINGSShop Drawings
DATAManufacturer's Data
DATAHVAC Maintenance Data and Operating Instructions
DATAHVAC Equipment
23 05 41Noise and Vibration Control for HVAC Piping and Equipment
DATAManufacturers Literature and Data
DATALoad Calculations for Selection of Isolators
23 07 11HVAC and Boiler Plant Insulation
DRAWINGSShop Drawings
SAMPLESSamples
23 23 00Refrigerant Piping
DRAWINGSShop Drawings
CERTIFICATESCertifications
23 81 00Decentralized Unitary HVAC Equipment
DATAManufacturers Literature and Data
CERTIFICATESCertifications
STATEMENTPerformance Rating
MANUALOperating and Maintenance Manual
25 00 00DIVISION 25 INTEGRATED AUTOMATION
25 10 10Advanced Utility Metering System
DRAWINGSSystems Shop Drawings
DATATest Reports
CERTIFICATESNTRL Certifications
DIVISION 26-ELECTRICAL
26 05 11Requirements for Electrical Installations
DATAManuals
26 05 19Low Voltage Electrical Power Conductors and Cables
DATAManufacturer's Literature and Data
CERTIFICATESNTRL Certifications
26 05 26Grounding and Bonding for Electrical Systems
DRAWINGSShop Drawings
DATATest Reports
CERTIFICATESNTRL Certifications
26 05 33Raceway and Boxes for Electrical Systems
DATAManufacturer's Literature and Data
CERTIFICATESNTRL Certifications
26 05 73Electrical System Protective Device Study
CERTIFICATESSoftware licence date Certification
REPORTSShort-Circuit, Arc Flash and Coordination Study
REPORTSProtective Device Study
26 08 00Commissioning of Electrical Systems
REPORTSCommissioning Compliance Report
26 23 00Low-Voltage Switchgear
DRAWINGSShop Drawings
O&M MANUALSManuals
CERTIFICATESNTRL Certifications
26 23 13Generator Paralleling Controls
DRAWINGSGear Shop Drawings
O&M MANUALSManuals
CERTIFICATESNTRL Certifications
DATATest Reports load shed sequence
DATATest Reports bus tie in sequence
DRAWINGSSiemens Desigo BAS Shop Drawings
CERTIFICATESBuy American Certifications
26 24 13Distribution Switchboards
DRAWINGSGear Shop Drawings
O&M MANUALSManuals
CERTIFICATESNTRL Certifications
DRAWINGSSiemens Desigo BAS Shop Drawings
CERTIFICATESBuy American Certifications
26 24 16Panelboards
DRAWINGSShop Drawings
CERTIFICATESNTRL Certification
26 25 11Busways
DRAWINGSShop Drawings
CERTIFICATESNTRL Certification
26 27 26Wiring Devices
DATAManufacturer's Literature and Data
CERTIFICATESNTRL Certifications
26 29 21Enclosed Switches and Circuit Breakers
DATAManufacturer's Literature and Data
CERTIFICATESNTRL Certifications
DRAWINGSShop Drawings
REPORTSBreaker settings
26 32 13Engine Generators
DRAWINGSGear Shop Drawings
STATEMENTQualifications
O&M MANUALSManuals
CERTIFICATESNTRL Certifications
DRAWINGSSiemens Desigo BAS Shop Drawings
CERTIFICATESBuy American Certifications
DATATest Reports per generator
DATATest Reports load shed sequence
DATATest Reports bus tie in sequence
DATAManufacturer's Literature and Data
REPORTSExhaust Backpressure Report
REPORTSExhaust sound level Report
26 41 00Facility Lightning Protection
DATAManufacturer's Literature and Data
DRAWINGSLayout Drawings
CERTIFICATESNTRL Certifications
CERTIFICATESMaster Label certificate
26 42 00Cathodic Protection
DATAManufacturer's Literature and Data
26 43 13Surge Protective Devices
DATAManufacturer's Literature and Data
CERTIFICATESNTRL Certifications
26 51 00Interior Lighting
DATAManufacturer's Cutsheets and Data
DRAWINGSPhotometric drawings
DRAWINGSControl drawings
CERTIFICATESNTRL Certifications
CERTIFICATESBuy American Certifications
DIVISION 27 - COMMUNICATIONS
27 05 11Requirements for Communications Installations
DATAParts Lists with Spares.
CERTIFICATESSupervisor Certification
CERTIFICATESInstaller Qualifications
CERTIFICATESSystem design/performance Certification
DATATest Equipment List
DRAWINGSSubmittal Drawings
DATASustanable Design Submittals
DATATest Reports
27 05 26Grounding and Bonding for Communications Systems
DRAWINGSRouting and connection plans
REPORTGround resistance Test Reports
REPORTCertifications of materials, installations, and testing in compliance with Construction Doc's.
27 05 33Raceways and Boxes for Communications Systems
DRAWINGSCabinet, splice box and pull box sizes, locations - plan
DRAWINGSLayout of Conduit Penetrations through structural elements
DATAItem Catalog Cuts
CERTIFICATECertification of proper installation.
27 10 00Control, Communication and Signal Wiring
CERTIFICATECertificatioon of wiring and connections meet multiple regulations.
DATADocument environmental requirements for installations, floor space, door size minimums, voltage, amps, phases, number of circuits, conduit sizes.
Closeout Submittals:
DATAContact personnel
CERTIFICATECert. sweep test tags.
DATASpare wire, cable, connectors, punch blocks, barrier strips, patch panels.
REPORTOther documentation
DIVISION 28 - ELECTRONIC SAFETY AND SECURITY
28 31 00Fire Detection and Alarm
DRAWINGSPlans and Riser Diagrams
DRAWINGSWiring Diagrams
REPORTSO & M Manuals
REPORTSDigitaized Voice messages.
REPORTSSoftware used - all.
REPORTSBattery Calculations
REPORTSEmergency Service
SCHEDULEPreventative maintenance schedule
REPORTSNFPA 72 Certification
REPORTSEquipment MFR Certifications of installation
REPORTSTechnician's NICET Level III certification

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File details come from the government source that posted it. Updated .