03__Final__Submittal_List_2026-06-12.xlsx
XLSX spreadsheet 58 KB Posted
- Attached to
- DENA 332037 Eielson Roof Replacement Federal contract opportunity
- Solicitation number
- 140P2026R0087
About this file
This is a Submittal List with Review Estimate template document prepared by the National Park Service (NPS) Denver Service Center for the DENA 332037 Eielson Roof Replacement project (PMIS Number 227793). The template serves as an instruction guide and planning tool for managing construction submittals during both the Design Services (Construction Documents Phase) and Construction Services phases of the project.
The document establishes a comprehensive submittal tracking system organized by specification sections, requiring the Design Architect/Engineer to identify submittal requirements and categorize them as either Action submittals (requiring Government responsive action) or Informational submittals (requiring no Government action). It includes detailed submittal categories spanning numerous construction trades and materials, including structural steel framing, roofing systems (standing seam metal and SBS modified bituminous membrane), mechanical systems (HVAC, fire suppression, plumbing), electrical systems, insulation, sealants, flooring, painting, and landscape work. The template requires the Architect/Engineer to estimate review time in hours by discipline (Architect, Civil Engineer, Structural Engineer, Mechanical Engineer, Electrical Engineer, Project Manager, and Landscape Architect) for each Action submittal, with these estimates then applied against Indefinite Delivery/Indefinite Quantity (IDIQ) contract hourly rates to formulate Government estimates for submittal review costs. The Construction Management Representative is designated to review all Informational submittals, while the Architect/Engineer handles Action submittal reviews. This template is designed for negotiating the submittal review portion of the Architect/Engineer's Construction Services task order.
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Text version
Instructions
| Submittal List with Review Estimate Instructions | |
| National Park Service (NPS) - Denver Service Center (DSC) | 1-27-21 | |
| DESIGN SERVICES (Construction Documents (CD) Phase) | |
| Responsible Party: Design Architect/Engineer (A/E) | |
| 1 | Enter Park Acronym, Project Management Information System (PMIS) Number, and Project Title. |
| 2 | Record construction submittal requirements. Complete Specification Section, Paragraph Number, and Description sections. Insert additional rows as required for sections containing multiple submittals. |
| 3 | In Requirements section, enter X for submittal requirements where applicable. Insert additional columns as needed under Informational or Action. Refer to Specification Section 01 33 23 for clarification. (Action submittals require Government resposive action and Informational submittals do not.) Division 1 Specifications submittals are Information submittals. |
| 4 | Attach black and white version to Specification Section 01 33 23 in project manual. Delete instructional note on top of page. |
| CONSTRUCTION SERVICES (Construction Phase) | |
| Responsible Party: Construction Contracting Officer Representative (COR) | |
| 1 | Use Submittal List submitted with Final Construction Documents. Copy/paste submittal information into Submittal List with Review Estimate Template. If amendments issued, adjust submittal requirements as necessary. |
| 2 | Attach this template to Architect/Engineer (A/E) Construction Services Scope of Services. |
| 3 | Use Review Estimate to estimate time required for Architect/Engineer to accomplish Action submittal reviews. Enter estimated whole or partial number of hours per discipline. |
| 4 | Add discipline heading column as required. |
| 5 | Use total number of hours per discipline at bottom of template and apply hourly rates listed in Indefinite Delivery/Indefinite Quantity (IDIQ) contract (using appropriate option period rates) to formulate Government estimate for submittal reviews. |
| 6 | Use information from this template to negotiate submittal review portion of Architect/Engineer Construction Services task order. |
| 7 | Provide template to Construction Management Representative (CMR) to show submittals they are responsible for and submittals to be forwarded to the Architect/Engineer. All Informational submittals will be reviewed by Construction Management Representative. |
| Responsible Party: Architect/Engineer (A/E) | |
| 1 | Indicate level of effort required for each Action submittal review by entering number of whole or partial hours for each discipline under Architect/Engineer Review Time section. |
| 2 | All Informational submittals will be reviewed by Construction Management Representative (CMR). |
| 3 | Use total number of hours per discipline at bottom of template and apply hourly rates listed in Indefinite Delivery/Indefinite Quantity (IDIQ) contract (using appropriate option period rates) to formulate estimate. |
| 4 | Use this estimate to negotiate submittals review portion of Architect/Engineer Construction Services portion of the task order. |
&8&K01+024Submittal List with Review Estimate Instructions | National Park Service (NPS) - Denver Service Center (DSC) &8&K01+024page &P of &N
Template
| Submittal List with Review Estimate Template |
| National Park Service (NPS) - Denver Service Center (DSC) | 1-27-21 |
| SUBMITTAL LIST | ACTION SUBMITTAL | |||||||||
| REVIEW ESTIMATE | ||||||||||
| Park Acronym/Project Management Information System (PMIS) Number: | 227793 | (Complete this portion for Architect / Engineer (A/E) | ||||||||
| Project Title: | Replace Roof at the Eielson Visitor Center | construction service task order negotiation.) | ||||||||
| SUBMITTAL | REQUIREMENTS | ARCHITECT / ENGINEER REVIEW TIME | ||||||||
| (Indicate with X) | (Indicate in whole or partial hours.) | |||||||||
| INFORMATIONAL | ACTION | |||||||||
| SPECIFICATION SECTION | PARAGRAPH NUMBER | DESCRIPTION | CERTIFICATIONS OR LABORATORY TESTS | REPORTS OR CALCULATIONS | ||||||
| OR PLAN | MANUFACTURER DATA | |||||||||
| AND INSTRUCTIONS | OTHER | SAMPLES | SHOP DRAWINGS | MANUFACTURER DATA | ||||||
| AND INSTRUCTIONS | OTHER | ARCHITECT | CIVIL ENGINEER | STRUCTURAL ENGINEER | MECHANICAL ENGINEER | ELECTRICAL ENGINEER | PROJECT MANAGER COORDINATION | LANDSCAPE ARCHITECT |
| 01 31 00 | Project Management and Coordination | ||
| 1 | 1.3.A | Coordination Drawings | X |
| 01 32 16 | Construction Schedule | ||
| 1 | 1.3.B | Schedule of Values | X |
| 2 | 1.3.C | Critical Path Method (CPM) Reports | X |
| 01 32 33 | Photo Documentation | ||
| 1 | 1.2.B | Complete Set of Digital Images | X |
| 01 35 13.22 | Archeological Requirements | ||
| 1 | 1.3.A | Work Schedule in Archeologically Sensitive Areas | X |
| 01 35 23 | Safety Requirements | ||
| 1 | 1.3.A | Accident Prevention Plan | X |
| 01 40 00 | Quality Requirements | |||
| 1 | 1.4.A | Quality Control Plan | X | |
| 2 | 1.4.B | Qualification Data | X | |
| 3 | 1.4.H | Permits, Licenses, and Certificates | X |
| 01 57 23 | Temporary Storm Water Pollution Prevention | |||
| 1 | 1.3.A.1 | SWPP | X | |
| 2 | 1.3.A.2 | UPPP | X | |
| 3 | 1.3.B | Inspection Schedule: Pollution Prevention Measures | X | |
| 4 | 1.3.C | Inspection Schedule: Storm Water Pollution Prevention Measures | X | |
| 5 | 1.3.D | Erosion Control Products | X |
| 01 67 00 | Product Requirements | ||
| 1 | 1.3.A | Record Submittals | X |
| 01 73 29 | Cutting and Patching | ||
| 1 | 1.2.A | Cutting and Patching Plan | X |
| 01 73 40 | Execution | |||
| 1 | 1.2.A | Location and Elevation Certificates | X | |
| 2 | 1.2.B | Landfill Receipts | X |
| 01 74 19 | Construction Waste Management and Disposal | |||
| 1 | 1.4.A | Waste Management Plan | X | |
| 2 | 1.4.B | Project Waste Management Plan Worksheet | X |
| 01 78 23 | Operation and Maintenance Data | ||
| 1 | 1.2.A | O&M Manual | X |
| 02 41 19 | Selective Demolition | |||
| 1 | 1.5.A | Engineering Survey | X | |
| 2 | 1.5.B | Proposed Protection Measures | X | |
| 3 | 1.5.C | Schedule of Selective Demolition Activities | X | |
| 4 | 1.5.D | Predemolition Photographs or Video | X | |
| 5 | 1.5.E | Statement of Refrigerant Recovery | X | |
| 6 | 1.5.F | Warranties | X | |
| 7 | 1.6.A | Inventory | X |
| 03 30 00 | Cast-In-Place Concrete | ||||
| 1 | 1.3.A.1, 2.2 | Steel Reinforcing | X | ||
| 2 | 1.3.A.2, 2.6 | Admixtures | X | ||
| 3 | 1.3.B | Design Mixtures | X | ||
| 4 | 1.3.C.1 | Cold‐Weather Placement Plan | X | ||
| 5 | 1.3.C.2 | Cold‐Weather Protection Plan | X | ||
| 6 | 1.3.D.1 | Material Certificates for Cementitious Materials | X | ||
| 7 | 1.3.D.2 | Material Certificates for Admixtures | X | ||
| 8 | 1.3.D.3 | Material Certificates for Steel Reinforcement And Accessories | X | ||
| 9 | 1.3.E.1 | Concrete Testing Reports | X | ||
| 10 | 1.3.E.2 | Cold Weather Temperature Reports | X |
| 04 81 00 | Unit Masonry Assemblies | |||||
| 1 | 1.3.A, 2.1 | Concrete Masonry Unit (CMUS) | X | |||
| 2 | 1.3.A, 2.2 | Mortar and Grout | X | |||
| 3 | 1.3.A, 2.3.A | Uncoated Steel Reinforcing Bars | X | |||
| 4 | 1.3.A, 2.4.A | Unit Type Inserts in Concrete | X | |||
| 5 | 1.3.A, 2.4.B | Anchor Bolts | X | |||
| 6 | 1.3.A, 2.4.C | Postinstalled Anchors | X | |||
| 7 | 1.3.B.1 | Masonry Units Shop Drawings | X | |||
| 8 | 1.3.B.2 | Reinforcing Steel Shop Drawings | X | |||
| 9 | 1.3.B.3 | Fabricated Flashing Shop Drawings | X | |||
| 10 | 1.4.C | Qualification Data for Testing Agency | X | |||
| 11 | 1.4.D | Mix Designs for Each Type of Mortar and Grout | X | |||
| 12 | 1.4.E | Cold Weather Procedures | X |
| 05 12 00 | Structural Steel Framing | ||||
| 1 | 1.3.A, 2.3 | Primer | X | ||
| 2 | 1.3.B | Shop Drawings | X | ||
| 3 | 1.3.C | Qualification Data for Installer | X | ||
| 4 | 1.3.C | Qualification Data for Fabricator | X | ||
| 5 | 1.3.C | Qualification Data for Testing Agency | X | ||
| 6 | 1.3.D | Welding Certificates | X | ||
| 7 | 1.3.E | Mill Test Reports for Structural Steel | X | ||
| 8 | 1.3.F.1 | Product Test Report for Bolts, Nuts, and Washers | X | ||
| 9 | 1.3.F.2 | Product Test Report for Tension-Control, High Strength Bolt-Nut-Washer Assemblies | X |
| 05 31 00 | Steel Decking | ||
| 1 | 1.2.A.1, 2.2.A | Roof Deck | X |
| 2 | 1.2.A.2, 2.3.B | Mechanical Fasteners | X |
| 3 | 1.2.A.3 | Sidelap Fasteners | X |
| 4 | 1.2.A.4, 2.3.D | Galvanizing Repair Paint | X |
| 05 40 00 | Cold Formed Metal Framing | |||
| 1 | 1.2.A.1, 2.3.A | Exterior Non-Load-Bearing Wall Framing: Steel Studs | X | |
| 2 | 1.2.A.1, 2.3.B | Exterior Non-Load-Bearing Wall Framing: Steel Track | X | |
| 3 | 1.2.A.1, 2.3.C | Exterior Non-Load-Bearing Wall Framing: Single Deflection Track | X | |
| 4 | 1.2.A.1, 2.4.A | Exterior Soffit and Roof Frame | X | |
| 5 | 1.2.A.1, 2.4.B | Exterior Soffit and Roof Framing: Steel Track | X | |
| 6 | 1.2.A.1, 2.6.A | Steel Shapes and Clips | ||
| 7 | 1.2.A.1, 2.6.B | Screw Anchors | ||
| 8 | 1.2.A.1, 2.6.C | Mechanical Fasteners | ||
| 9 | 1.2.A.1, 2.7.A | Galvanizing Repair Paint | ||
| 10 | 1.2.A.2 | Vertical Deflection Clips | X | |
| 11 | 1.2.B.1 | Steel Sheet Test Reports | X | |
| 12 | 1.2.B.2 | Power‐Actuated Anchors Test Reports | X | |
| 13 | 1.2.B.3 | Mechanical Fasteners Test Reports | X |
| 05 50 00 | Metal Fabrications | |||||
| 1 | 1.3.A.1, 2.3.B | Steel Bolts and Nuts | X | |||
| 2 | 1.3.A.1, 2.3.C | High‐Strength Bolts, Nuts, and Washers | X | |||
| 3 | 1.3.A.1, 2.3.D | Stainless Steel Bolts and Nuts | X | |||
| 4 | 1.3.A.1, 2.3.E | Anchor Bolts | X | |||
| 5 | 1.3.A.1, 2.3.G | Cast‐in‐Place Anchors in Concrete | X | |||
| 6 | 1.3.A.1, 2.3.H | Post‐Installed Anchors | X | |||
| 7 | 1.3.A.2, 2.4.B | Universal Shop Primer | X | |||
| 8 | 1.3.A.2, 2.4.C | Water‐Based Primer | X | |||
| 9 | 1.3.A.2, 2.4.D | Epoxy Zinc‐Rich Primer | X | |||
| 10 | 1.3.A.2, 2.4.E | Shop Primer for Galvanized Steel | X | |||
| 11 | 1.3.A.2, 2.4.F | Galvanizing Repair Paint | X | |||
| 12 | 1.3.A.2, 2.4.G | Bituminous Paint | X | |||
| 13 | 1.3.A.3, 2.4.H | Shrinkage‐Resisting Grout | X | |||
| 14 | 1.3.B | Shop Drawings | X | |||
| 15 | 1.3.C | Delegated Design Submittals | X | |||
| 16 | 1.4.A | Mill Certificates | X | |||
| 17 | 1.4.B | Welding Certificates | X | |||
| 18 | 1.4.C | Paint Compatibility Certificates | X |
| 06 10 00 | Rough Carpentry | ||
| 1 | 1.3.A, 2.2 | Dimension Lumber For Concealed Applications | X |
| 2 | 1.3.A, 2.4.A | Fasteners and Anchors | X |
| 06 16 00 | Sheathing | ||
| 1 | 1.2.A, 2.1 | Wall Sheathing | X |
| 06 20 00 | Finish Carpentry | |||
| 1 | 1.3.A, 2.2.A | Hardwood Lumber | X | |
| 2 | 1.3.B | Shop Drawings | X |
| 06 41 00 | Architectural Wood Casework | |||
| 1 | 1.3.A, 2.7 | Panel Cores for Wood Veneer and HPDL Panels | X | |
| 2 | 1.3.A, 2.4 | Veneer Tape Edgebanding | X | |
| 3 | 1.3.A, 2.8 | Hardware | X | |
| 4 | 1.3.A, 2.9 | Accessory Components | X | |
| 5 | 1.3.B | Shop Drawings | X |
| 07 21 00 | Thermal Insulation | ||
| 1 | 1.2.A, 2.2.A | Molded (Expanded) Polystyrene Board Insulation, Type I | X |
| 07 21 19 | Foamed-In-Place Insulation | |||
| 1 | 1.2.A, 2.1.A | BE-3 Foamed-In-Place Insulation | X | |
| 2 | 1.2.B | Manufacturer's Installation Instructions | X |
| 07 41 13.16 | Standing Seam Metal Roof Panels | ||
| 1 | 1.2.A, 2.2 | Standing Seam Metal Roof Panels | X |
| 2 | 1.2.A, 2.3 | Substrate Board | X |
| 3 | 1.2.A, 2.4 | Vapor Retarder | X |
| 4 | 1.2.A, 2.5 | Roof Insulation | X |
| 5 | 1.2.A, 2.6.A | Aluminum Sheet | X |
| 07 52 16 | Styrene-Butadiene-Styrene (SBS) Modified Bituminous Membrane Roofing | ||||||
| 1 | 1.3.A, 2.3.A | Substrate Board | X | ||||
| 2 | 1.3.A, 2.3.B | Cover Board | X | ||||
| 4 | 1.3.A, 2.4.A | Extruded-Polystyrene Board Insulation | X | ||||
| 5 | 1.3.A, 2.4.B | Molded (expanded) Polystyrene Board Insulation: | X | ||||
| 6 | 1.3.A, 2.5.A | Modified Bituminous Membrane: Base Field Ply | X | ||||
| 7 | 1.3.A, 2.5.B | Modified Bituminous Membrane: Cap Ply | X | ||||
| 8 | 1.3.B | Shop Drawings | X | ||||
| 10 | 1.4.A.1 | Performance Requirement Certificate | X | ||||
| 11 | 1.4.A.2 | Special Warranty Certificate | X | ||||
| 12 | 1.4.B | Product Test Reports | X | ||||
| 13 | 1.4.C | Research Reports | X | ||||
| 14 | 1.4.D.1 | Fastener Pullout Test Reports | X | ||||
| 16 | 1.4.E | Field Quality-Control Reports | X | ||||
| 17 | 1.4.F | Sample Warranties | X | ||||
| 18 | 1.4.G | Maintenance Data | X |
| 07 62 00 | Sheet Metal Flashing and Trim | ||||
| 1 | 1.3.A, 2.1.A | Pre-Finished Galvanized Steel | X | ||
| 2 | 1.3.B | Shop Drawings | X | ||
| 3 | 1.3.C | Samples | X |
| 07 92 00 | Joint Sealant | |||
| 1 | 1.3.A, 2.3.A | Non-Staining Silicone Sealant | X | |
| 2 | 1.3.A, 2.3.B | Polyurethane Sealant | X | |
| 3 | 1.3.A, 2.3.C | Acrylic Emulsion Latex | X | |
| 4 | 1.3.A, 2.3.D | Silicone, S, NS, 50, NT | X | |
| 5 | 1.3.B | Color Cards for Selection | X |
| 09 21 16 | Gypsum Board Assemblies | ||
| 1 | 1.3.A, 2.1 | Gypsum Board Assemblies | X |
| 2 | 1.3.A, 2.2 | Metal Framing Materials | X |
| 3 | 1.3.A, 2.3.B | Gypsum Wallboard | X |
| 4 | 1.3.A, 2.4.A | Acoustic Insulation | X |
| 5 | 1.3.A, 2.4.C | Joint Materials | X |
| 6 | 1.3.A, 2.4.D | Screws for Attachment to Steel Members Less Than 0.03 inch in Thickness | X |
| 7 | 1.3.A, 2.4.E | Screws for Attachment to Steel Members From 0.033 to 0.112 inch in Thickness | X |
| 8 | 1.3.B | Partition Head to Structure Connections | X |
| 09 51 00 | Acoustical Ceilings | ||
| 1 | 1.3.A, 2.3 | Acoustical Units | X |
| 2 | 1.3.A, 2.4 | Suspension Systems | X |
| 3 | 1.3.A, 2.5.A | Support Channels and Hangers | X |
| 09 65 00 | Resilient Flooring | ||||
| 1 | 1.3.A, 2.1.A | Linoleum Sheet Flooring | X | ||
| 2 | 1.3.A, 2.2.A | Resilient Base | X | ||
| 3 | 1.3.B | Selection Samples | X | ||
| 4 | 1.3.C | Verification Samples | X | ||
| 5 | 1.3.D | Maintenance Data | X |
| 09 68 13 | Tile Carpeting | ||||
| 1 | 1.3.A, 2.2 | Joint Layout Drawings | X | ||
| 2 | 1.3.A, 2.3.A | Manufacturer's Instructions | X | ||
| 3 | 1.3.A, 2.3.B | Concrete Subfloor Test Report | X |
| 09 91 23 | Interior Painting | ||||
| 1 | 1.3.A, 2.3.A | Paint I-OP | X | ||
| 2 | 1.3.A, 2.3.B | Paint I-OP-MD-DT | |||
| 3 | 1.3.B | Samples | X | ||
| 4 | 1.3.C | Manufacturer's Instructions | X |
| 09 93 00 | Staining and Transparent Finishing | |||
| 1 | 1.3.A, 2.3.A.1 | Finish on Wood - Trim: Stain | X | |
| 2 | 1.3.A, 2.3.A.2 | Finish on Wood - Trim: Top Coat | X | |
| 3 | 1.3.B | Manufacturer's Instructions | X |
| 12 36 00 | Countertops | |||
| 1 | 1.3.A, 2.1.A | Solid Surfacing Countertops | X | |
| 2 | 1.3.A, 2.2.A | Plywood | X | |
| 3 | 1.3.A, 2.2.B | Adhesives | X | |
| 4 | 1.3.A, 2.2.C | Joint Sealant | X | |
| 5 | 1.3.B | Shop Drawings | X |
| 20 05 29 | Hangers and Supports For Mechanical | |||
| 1 | 1.2.A, 2.2.A | Non Insulated Pipe Hangers | X | |
| 2 | 1.2.A, 2.3 | Hanger Rods | X | |
| 3 | 1.2.A, 2.4 | Channel Struts | X | |
| 4 | 1.2.A, 2.5 | Steel Structure Attachments | X | |
| 5 | 1.2.B | Application Schedule | X | |
| 6 | 1.2.C.1 | Test Reports: Third Party | X | |
| 7 | 1.2.C.2 | Concrete Anchors Special Inspection Form | X |
| 20 07 00 | Insulation for Mechanical | |||
| 1 | 1.2.A, 2.1.C | Lagging Fabric | X | |
| 2 | 1.2.A, 2.1.D | Thermal Insulation Coatings | X | |
| 3 | 1.2.A, 2.1.E | Insulating Cement | X | |
| 4 | 1.2.A, 2.1.G | Plastic Insulation Covers | X | |
| 5 | 1.2.A, 2.1.H | Metal Jackets | X | |
| 6 | 1.2.A, 2.2.A.1 | Outside, Relief, Exhaust, and Combustion Air Duct Insulation: Rectangular Ductwork | X | |
| 7 | 1.2.A, 2.2.A.2 | Outside, Relief, Exhaust, and Combustion Air Duct Insulation: Round Ductwork | X | |
| 8 | 1.2.B | Application Schedule | X |
| 21 13 00 | Fire Suppression Sprinkler System | ||||
| 1 | 1.2.A, 2.1 | Piping and Fittings: Interior | X | ||
| 2 | 1.2.A, 2.2 | Sprinkler Heads | X | ||
| 3 | 1.2.A, 2.3 | Zone Isolation Valve Tags | X | ||
| 4 | 1.2.A, 2.4 | Fire Protection Backflow Preventer – Double Check Valve Assemblies | X | ||
| 5 | 1.2.A, 2.5 | Check Valve | X | ||
| 6 | 1.2.A, 2.6 | Isolation Valve | X | ||
| 7 | 1.2.A, 2.7 | Tamper Swtich | X | ||
| 8 | 1.2.A, 2.8 | UL Listed Glycol Fire Protection Fluid | X | ||
| 9 | 1.2.B | Contractor Qualifications | X | ||
| 10 | 1.2.C | Shop Drawings and Calculations | X |
| 22 13 16 | Sanitary Waste and Vent Piping | |||
| 1 | 1.2.A, 2.2 | Vent Through Roof Flashing | X | |
| 2 | 1.2.B | Application Schedule | X |
| 22 13 19 | Sanitary Waste Piping Specialties | ||
| 1 | 1.2.A, 2.1.A | Floor Drains | X |
| 22 42 13 | Commercial Water Closets and Urinals | ||
| 1 | 1.2.A, 2.2 | Floor Mounted Water Closets | X |
| 2 | 1.2.A, 2.3 | Accessories | X |
| 23 05 00 | Common Work Results for HVAC | |||
| 1 | 1.2.A, 2.2.A | Thermometers | X | |
| 2 | 1.2.A, 2.3.A | Pressure Gauges | X | |
| 3 | 1.2.A, 2.4.A | Drain Valves | X | |
| 4 | 1.2.A, 2.7.A | Air Vents | X | |
| 5 | 1.2.A, 2.8.A | Dielectric Pipe Protection | X | |
| 6 | 1.2.A, 2.9.A | Escutcheons | X | |
| 7 | 1.2.A, 2.10.A | Flow Test Kit | X | |
| 8 | 1.2.B | Balance Valve Schedule | X |
| 23 05 93 | Testing, Adjusting and Balancing for HVAC | ||
| 1 | 1.2.A | Balancer Qualifications and Balancing Plan | X |
| 23 09 23 | Direct Digital Control Systems for HVAC | ||||
| 1 | 1.2.A, 1.2 | Contractor Qualifications | X | ||
| 2 | 1.2.A, 1.4 | BMS Software Function Index | X | ||
| 3 | 1.2.A, 1.5.E.1 | System Architecture Schematic | X | ||
| 4 | 1.2.A, 1.5.E.2 | Riser Diagram | X | ||
| 5 | 1.2.A, 1.5.E.3 | Control Valve Schedule | X | ||
| 6 | 1.2.A, 1.5.E.4 | Damper Actuator Schedule | X | ||
| 7 | 1.2.A, 1.5.E.5 | HRV Control Diagrams | X | ||
| 8 | 1.2.A, 1.5.E.6 | Terminal Unit Control Diagrams | X | ||
| 9 | 1.2.A, 1.5.E.7 | Miscellaneous Equipment Control Diagrams | X | ||
| 10 | 1.2.A, 1.5.E.8 | I/O Interface Diagrams | X | ||
| 11 | 1.2.A, 2.2 | Direct Digital Controllers | X | ||
| 12 | 1.2.A, 2.3 | Temperature Sensors | X | ||
| 13 | 1.2.A, 2.4 | Thermostats and Temperature Switches | X | ||
| 14 | 1.2.A, 2.5 | Other Switches | X | ||
| 15 | 1.2.A, 2.6 | Signal Conditioners | X | ||
| 16 | 1.2.A, 2.7 | Control Relays | X | ||
| 17 | 1.2.A, 2.8 | Control Valves | X | ||
| 18 | 1.2.A, 2.9 | Damper and Valve Actuators | X | ||
| 19 | 1.2.A, 2.11 | Panels | X |
| 23 21 13 | Hydronic Piping | ||
| 1 | 1.2.B | Application Schedule | X |
| 23 31 13 | HVAC Ducts and Casings | |||
| 1 | 1.2.A, 2.1.B | Duct Sealant | X | |
| 2 | 1.2.B | Shop Drawings: Special Fabrications | X | |
| 3 | 1.2.C | Shop Drawings: Substantial Deviations | X |
| 23 33 11 | Air Duct Accessories | ||
| 1 | 1.2.A, 2.2.A | Flexible Connections: Non-Insulated Ductwork | X |
| 2 | 1.2.A, 2.2.B | Flexible Connections: Insulated Ductwork | X |
| 3 | 1.2.A, 2.3 | Turning Vanes | X |
| 4 | 1.2.A, 2.4 | Spin-In Fittings | X |
| 5 | 1.2.B | Shop Drawings: Contractor Fabricated Items |
| 23 33 13 | Dampers | |||
| 1 | 1.2.A, 2.2.A | Backdraft Dampers | X | |
| 2 | 1.2.B | Shop Drawings: Contractor Fabricated Items | X |
| 23 33 56 | HVAC Louvers | ||
| 1 | 1.2.A, 2.1 | Louvers | X |
| 23 82 36 | Finned Tube Radiation | ||
| 1 | 1.2.A, 2.2.A | Bonderized Steel Enclosures | X |
| 2 | 1.2.A, 2.3 | Nonferrous Heating Elements | X |
| 3 | 1.2.A, 2.4.A | Enclosure Top Supports | X |
| 4 | 1.2.A, 2.5.A | Enclosure and Element Saddle Support Brackets | X |
| 5 | 1.2.A, 2.6.A | Elements Saddles | X |
| 26 27 26 | Wiring Devices and Plates | ||
| 1 | 1.2.A,B, 2.2 | Receptacles | X |
| 2 | 1.2.A,B, 2.3 | Plates | X |
| 26 50 00 | Lighting | ||
| 1 | 1.2.A, 2.1 | Light Fixtures | X |
| 2 | 1.2.A, 2.5 | Exit Signs and Emergency Lighting Units | X |
| 26 51 02 | Lighting Control Devices | |||
| 1 | 1.2.A, 2.3 | Wired Wallbox Vacancy Sensors | X | |
| 2 | 1.2.A, 2.4 | Wired Occupancy Sensors | X | |
| 3 | 1.2.B | Manufacturer's Installation Instructions | X | |
| 4 | 1.2.C | Operation and Maintenance Data | X |
| 31 20 00 | Earth Moving | |||
| 1 | 1.3.A | Traffic Control Plan | X | |
| 2 | 1.4.A | Gradation Analyses | X | |
| 3 | 1.4.B | Modified Proctor Test Results | X | |
| 4 | 1.4.C | Compaction Test Results | x |
| 32 96 13 | Groundcover Transplanting | ||
| 1 | 1.5.A | Existing Conditions | X |
| Drawings | |||||
| 1 | C301 | Geogrid Layout | X | ||
| 2 | C700 | Stone and Rock Samples | X | ||
| 3 | C700 | Mortar Sample | X | ||
| 4 | C700 | Resume of Masonry Supervisor | X |
Total: 0 0 0 0 0 0 0
Submittal List with Review Estimate Template | National Park Service (NPS) - Denver Service Center (DSC) &8&K01+024page &P of &N
File details come from the government source that posted it. Updated .