Specifications_Volume_5_-_IFC_Reception_Phase_I.pdf
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- Reception Complex Phase 1 Federal contract opportunity
- Solicitation number
- W912HP19R2000
About this file
This notice announces a solicitation for construction services for Reception Complex Phase 1 at Fort Jackson. The solicitation package includes drawings, specifications, and attachments requesting proposal and past performance information. Site visits are scheduled for August 20, 2019, with proposals due by September 6, 2019. Services required include construction of facilities for the Reception Complex as detailed in five volumes of drawings and five volumes of specifications. The solicitation is posted to ProjNet and questions may be submitted through that platform. The contracting agency is the Department of the Army Corps of Engineers Engineering District Charleston.
Specs Vol 5
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A-E CONTRACT NO.:
W912HN-14-D-0018
205 N Michigan Avenue Chicago, Illinois 60601
Telephone: 312.616.7500
Issued for Construction Design Submittal 8 May 2019
Charleston District
SPECIFICATIONS
Fort Jackson, SC Reception Complex, Phase 1
FY18, PN 76149
Volume 5 of 5- Permanent Dining
Facility
FORT JACKSON, SC
RECEPTION COMPLEX, PHASE 1
FY18, PN 76149
VOLUME 5 - DINING FACILITY
SPECIFICATIONS TABLE OF CONTENTS
DIVISION 01 - GENERAL REQUIREMENTS
01 33 00 SUBMITTAL PROCEDURES
ATTACHMENT A - SUBMITTAL REGISTER
01 33 29 SUSTAINABILITY REPORTING
ATTACHMENT B - LEED v3 2009 CHECKLIST
01 42 00 SOURCES FOR REFERENCE PUBLICATIONS
01 45 35 SPECIAL INSPECTIONS
ATTACHMENT C - SCHEDULE OF SPECIAL INSPECTIONS
ATTACHMENT D - STATEMENT OF SPECIAL INSPECTIONS
01 91 00.00 37 COMMISSIONING
ATTACHMENT E - COMMISSIONING PLAN
DIVISION 03 - CONCRETE
03 11 13.00 10 STRUCTURAL CAST-IN-PLACE CONCRETE FORMING
03 15 00.00 10 CONCRETE ACCESSORIES
03 20 00.00 10 CONCRETE REINFORCING
03 30 00.00 10 CAST-IN-PLACE CONCRETE
03 35 00.00 10 CONCRETE FINISHING
03 39 00.00 10 CONCRETE CURING
DIVISION 04 - MASONRY
04 20 00 UNIT MASONRY
DIVISION 05 - METALS
05 05 23.13 10 ULTRASONIC INSPECTION OF WELDMENTS
05 05 23.16 STRUCTURAL WELDING
05 12 00 STRUCTURAL STEEL
05 21 00 STEEL JOIST FRAMING
05 30 00 STEEL DECKS
05 40 00 COLD-FORMED METAL FRAMING
05 50 13 MISCELLANEOUS METAL FABRICATIONS
05 51 00 METAL STAIRS
05 52 00 METAL RAILINGS
DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES
06 10 00 ROUGH CARPENTRY
06 20 00 FINISH CARPENTRY
06 61 16 SOLID SURFACING FABRICATIONS
DIVISION 07 - THERMAL AND MOISTURE PROTECTION
07 05 23 PRESSURE TESTING AN AIR BARRIER SYSTEM FOR AIR TIGHTNESS
07 21 13 BOARD AND BLOCK INSULATION
07 22 00 ROOF AND DECK INSULATION
07 27 10.00 10 BUILDING AIR BARRIER SYSTEM
07 27 26 FLUID-APPLIED MEMBRANE AIR BARRIER
07 42 13 METAL WALL PANELS
07 53 23 ETHYLENE-PROPYLENE-DIENE-MONOMER ROOFING
07 60 00 FLASHING AND SHEET METAL
07 61 14.00 20 STEEL STANDING SEAM ROOFING
07 84 00 FIRESTOPPING
07 92 00 JOINT SEALANTS
DIVISION 08 - OPENINGS
08 11 13 STEEL DOORS AND FRAMES
08 31 00 ACCESS DOORS AND PANELS
08 41 13 ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS
08 51 13 ALUMINUM WINDOWS
08 60 45 SKYLIGHTS
08 71 00 DOOR HARDWARE
08 81 00 GLAZING
08 91 00 METAL WALL LOUVERS
DIVISION 09 - FINISHES
09 29 00 GYPSUM BOARD
09 30 10 CERAMIC, QUARRY, AND GLASS TILING
09 51 00 ACOUSTICAL CEILINGS
09 65 00 RESILIENT FLOORING
09 72 00 WALL COVERINGS
09 90 00 PAINTS AND COATINGS
09 96 00 HIGH-PERFORMANCE COATINGS
DIVISION 10 - SPECIALTIES
10 14 00.10 EXTERIOR SIGNAGE
10 14 00.20 INTERIOR SIGNAGE
10 21 13 TOILET COMPARTMENTS
10 26 00 WALL AND DOOR PROTECTION
10 28 13 TOILET ACCESSORIES
10 44 16 FIRE EXTINGUISHERS
10 51 13 METAL LOCKERS
DIVISION 11 - EQUIPMENT
11 13 19.13 LOADING DOCK LEVELERS
11 46 01.06 FOOD SERVICE EQUIPMENT
DIVISION 12 - FURNISHINGS
12 24 13 ROLLER WINDOW SHADES
12 48 13 ENTRANCE FLOOR MATS AND FRAMES
12 50 00.13 10 FURNITURE AND FURNITURE INSTALLATION
DIVISION 13 - SPECIAL CONSTRUCTION
13 48 00 SEISMIC PROTECTION FOR MISCELLANEOUS EQUIPMENT
DIVISION 21 - FIRE SUPPRESSION
21 13 13.00 10 WET PIPE SPRINKLER SYSTEM, FIRE PROTECTION
21 13 17.00 10 DRY PIPE SPRINKLER SYSTEM, FIRE PROTECTION
DIVISION 22 - PLUMBING
22 00 00 PLUMBING, GENERAL PURPOSE
DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING (HVAC)
23 00 00 AIR SUPPLY, DISTRIBUTION, VENTILATION, AND EXHAUST SYSTEMS
23 05 15 COMMON PIPING FOR HVAC
23 05 48.19 SEISMIC BRACING FOR HVAC
23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC
23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS
23 09 00 INSTRUMENTATION AND CONTROL FOR HVAC
23 09 13 INSTRUMENTATION AND CONTROL DEVICES FOR HVAC
23 09 23.01 LONWORKS DIRECT DIGITAL CONTROL FOR HVAC AND OTHER
BUILDING CONTROL SYSTEMS
23 11 25 FACILITY GAS PIPING
23 21 13.00 20 LOW TEMPERATURE WATER (LTW) HEATING SYSTEM
23 21 23 HYDRONIC PUMPS
23 23 00 REFRIGERANT PIPING
23 57 10.00 10 FORCED HOT WATER HEATING SYSTEMS USING WATER AND STEAM
HEAT EXCHANGERS
23 64 26 CHILLED, CHILLED-HOT, AND CONDENSER WATER PIPING SYSTEMS
DIVISION 25 - INTEGRATED AUTOMATION
25 10 10 UTILITY MONITORING AND CONTROL SYSTEM (UMCS) FRONT END
AND INTEGRATION
DIVISION 26 - ELECTRICAL
26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS
26 05 48.00 10 SEISMIC PROTECTION FOR ELECTRICAL EQUIPMENT
26 08 00 APPARATUS INSPECTION AND TESTING
26 20 00 INTERIOR DISTRIBUTION SYSTEM
26 28 00.00 10 MOTOR CONTROL CENTERS, SWITCHBOARDS AND PANELBOARDS
26 28 01.00 10 COORDINATED POWER SYSTEM PROTECTION
26 29 23 VARIABLE FREQUENCY DRIVE SYSTEMS UNDER 600 VOLTS
26 33 53.00 20 UNINTERRUPTIBLE POWER SUPPLY (UPS)
26 41 00 LIGHTNING PROTECTION SYSTEM
26 51 00 INTERIOR LIGHTING
26 56 00 EXTERIOR LIGHTING
DIVISION 27 - COMMUNICATIONS
27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM
DIVISION 28 - ELECTRONIC SAFETY AND SECURITY
28 31 76 INTERIOR FIRE ALARM AND MASS NOTIFICATION SYSTEM
DIVISION 32 - EXTERIOR IMPROVEMENTS
ATTACHMENT F - SUBSURFACE EXPLORATION AND GEOTECHNICAL
ENGINEERING REPORT
32 92 19 SEEDING
32 92 23 SODDING
32 93 00 EXTERIOR PLANTS
-- End of Project Table of Contents --
Reception Complex, Phase 1 FY18, PN 76149 Permanent Dining Facility - Fort Jackson, SC
SECTION 01 33 00
SUBMITTAL PROCEDURES
05/11
PART 1 GENERAL
1.1 SUMMARY
The Contracting Officer may request submittals in addition to those specified when deemed necessary to adequately describe the work covered in the respective sections.
Units of weights and measures used on all submittals are to be the same as those used in the contract drawings.
Each submittal is to be complete and in sufficient detail to allow ready determination of compliance with contract requirements.
Contractor's Quality Control (CQC) System Manager to check and approve all items prior to submittal and stamp, sign, and date indicating action taken. Proposed deviations from the contract requirements are to be clearly identified. Include within submittals items such as:
Contractor's, manufacturer's, or fabricator's drawings; descriptive literature including (but not limited to) catalog cuts, diagrams, operating charts or curves; test reports; test cylinders; samples; O&M manuals (including parts list); certifications; warranties; and other such required submittals.
Submittals requiring Government approval are to be scheduled and made prior to the acquisition of the material or equipment covered thereby.
Pick up and dispose of samples not incorporated into the work in accordance with manufacturer's Safety Data Sheets (SDS) and in compliance with existing laws and regulations.
A submittal register showing items of equipment and materials for when submittals are required by the specifications is provided as "Appendix A - Submittal Register".
1.2 DEFINITIONS
1.2.1 Submittal Descriptions (SD)
Submittals requirements are specified in the technical sections.
Submittals are identified by Submittal Description (SD) numbers and titles as follows:
SD-01 Preconstruction Submittals
Submittals which are required prior to or the start of the next major phase of the construction on a multi-phase contract, includes schedules, tabular list of data, or tabular list including location, features, or other pertinent information regarding products, materials, equipment, or components to be used in the work.
Certificates of insurance
Surety bonds
Issued For Construction SECTION 01 33 00 Page 1
List of proposed Subcontractors
List of proposed products
Construction progress schedule
Network Analysis Schedule (NAS)
Submittal register
Schedule of prices or Earned Value Report
Health and safety plan
Work plan
Quality Control(QC) plan
Environmental protection plan
SD-02 Shop Drawings
Drawings, diagrams and schedules specifically prepared to illustrate some portion of the work.
Diagrams and instructions from a manufacturer or fabricator for use in producing the product and as aids to the Contractor for integrating the product or system into the project.
Drawings prepared by or for the Contractor to show how multiple systems and interdisciplinary work will be coordinated.
SD-03 Product Data
Catalog cuts, illustrations, schedules, diagrams, performance charts, instructions and brochures illustrating size, physical appearance and other characteristics of materials, systems or equipment for some portion of the work.
Samples of warranty language when the contract requires extended product warranties.
SD-04 Samples
Fabricated or unfabricated physical examples of materials, equipment or workmanship that illustrate functional and aesthetic characteristics of a material or product and establish standards by which the work can be judged.
Color samples from the manufacturer's standard line (or custom color samples if specified) to be used in selecting or approving colors for the project.
Field samples and mock-ups constructed on the project site establish standards by which the ensuring work can be judged. Includes assemblies or portions of assemblies which are to be incorporated into the project and those which will be removed at conclusion of the work.
Issued For Construction SECTION 01 33 00 Page 2
SD-05 Design Data
Design calculations, mix designs, analyses or other data pertaining to a part of work.
SD-06 Test Reports
Report signed by authorized official of testing laboratory that a Canmaterial, product or system identical to the material, product or system to be provided has been tested in accord with specified requirements. Unless specified in another section, testing must have been within three years of date of contract award for the project.
Report which includes findings of a test required to be performed by the Contractor on an actual portion of the work or prototype prepared for the project before shipment to job site.
Report which includes finding of a test made at the job site or on sample taken from the job site, on portion of work during or after installation.
Investigation reports.
Daily logs and checklists.
Final acceptance test and operational test procedure.
SD-07 Certificates
Statements printed on the manufacturer's letterhead and signed by responsible officials of manufacturer of product, system or material attesting that the product, system, or material meets specification requirements. Must be dated after award of project contract and clearly name the project.
Document required of Contractor, or of a manufacturer, supplier, installer or Subcontractor through Contractor. The document purpose is to further promote the orderly progression of a portion of the work by documenting procedures, acceptability of methods, or personnel qualifications.
Confined space entry permits.
Text of posted operating instructions.
SD-08 Manufacturer's Instructions
Preprinted material describing installation of a product, system or material, including special notices and (SDS) concerning impedances, hazards and safety precautions.
SD-09 Manufacturer's Field Reports
Documentation of the testing and verification actions taken by manufacturer's representative at the job site, in the vicinity of the job site, or on a sample taken from the job site, on a portion of the work, during or after installation, to confirm compliance with manufacturer's standards or instructions. The documentation must be signed by an authorized official of a testing laboratory or agency and
Issued For Construction SECTION 01 33 00 Page 3 state the test results; and indicate whether the material, product, or system has passed or failed the test.
Factory test reports.
SD-10 Operation and Maintenance Data
Data that is furnished by the manufacturer, or the system provider, to the equipment operating and maintenance personnel, including manufacturer's help and product line documentation necessary to maintain and install equipment. This data is needed by operating and maintenance personnel for the safe and efficient operation, maintenance and repair of the item.
This data is intended to be incorporated in an operations and maintenance manual or control system.
SD-11 Closeout Submittals
Documentation to record compliance with technical or administrative requirements or to establish an administrative mechanism.
Submittals required for Guiding Principle Validation (GPV) or Third Party Certification (TPC).
Special requirements necessary to properly close out a construction contract. For example, Record Drawings and as-built drawings. Also, submittal requirements necessary to properly close out a major phase of construction on a multi-phase contract.
1.2.2 Approving Authority
Office or designated person authorized to approve submittal.
1.2.3 Work
As used in this section, on- and off-site construction required by contract documents, including labor necessary to produce submittals , except those SD-01 Pre-Construction Submittals noted above , construction, materials, products, equipment, and systems incorporated or to be incorporated in such construction.
1.3 SUBMITTALS
Government approval is required for submittals with a "G" designation;
submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submittals with an "S" are for inclusion in the Sustainability eNotebook, in conformance to Section 01 33 29 SUSTAINABILITY REPORTING. Submit the following in accordance with this section.
SD-01 Preconstruction Submittals
Submittal Register; G
1.4 SUBMITTAL CLASSIFICATION
Submittals are classified as follows:
Issued For Construction SECTION 01 33 00 Page 4
1.4.1 Designer of Record Approved (DA)
Designer of Record (DOR) approval is required for extensions of design, critical materials, any deviations from the solicitation, the accepted proposal, or the completed design, equipment whose compatibility with the entire system must be checked, and other items as designated by the Contracting Officer. Within the terms of the Contract Clause SPECIFICATIONS AND DRAWINGS FOR CONSTRUCTION, they are considered to be "shop drawings." Contractor to provide the Government with the number of copies designated hereinafter of all DOR approved submittals. The Government may review any or all Designer of Record approved submittals for conformance to the Solicitation, Accepted Proposal and the completed design. The Government will review all submittals designated as deviating from the Solicitation or Accepted Proposal, as described below. Design submittals to be in accordance with Section 01 33 16.00 10 DESIGN DATA (DESIGN AFTER AWARD). Generally, design submittals should be identified as SD-05 Design Data submittals.
1.4.2 Government Approved (G)
Government approval is required for extensions of design, critical materials, deviations, equipment whose compatibility with the entire system must be checked, and other items as designated by the Contracting Officer. Within the terms of the Contract Clause SPECIFICATIONS AND DRAWINGS FOR CONSTRUCTION, they are considered to be "shop drawings."
1.4.3 For Information Only
Submittals not requiring Government approval will be for information only.
They are not considered to be "shop drawings" within the terms of the Contract Clause referred to above.
1.4.4 Sustainability Reporting Submittals (S)
Submittals for Guiding Principle Validation (GPV) or Third Party Certification (TPC) are indicated with an "S" designation. Submit the information required by the technical sections that demonstrates compliance with the sustainable requirement, and for inclusion in the Sustainability eNotebook as required by Section 01 33 29 SUSTAINABILITY REPORTING. A full submittal for an item may be provided under another SD;
however, for the "S" submittal, only provide that portion of the submittal that demonstrates compliance with the sustainable requirement. If the sustainable submittal does require Government Approval, it may be tagged under another SD with a "G."
Schedule submittals for these items throughout the course of construction as provided; do not wait until closeout.
1.5 PREPARATION
1.5.1 Transmittal Form
Use the attached sample transmittal form in Appendix B ENG Form 4025-R for submitting both Government approved and information only submittals in accordance with the instructions on the reverse side of the form. These forms will be furnished to the Contractor. Properly complete this form by filling out all the heading blank spaces and identifying each item submitted. Exercise special care to ensure proper listing of the
Issued For Construction SECTION 01 33 00 Page 5 specification paragraph and sheet number of the contract drawings pertinent to the data submitted for each item.
1.5.2 Source Drawings for Shop Drawings
The entire set of Source Drawing files (DWG) will not be provided to the Contractor. Only those requested by the Contractor to prepare shop drawings may be provided. Request the specific Drawing Number only for the preparation of Shop Drawings. These drawings may only be provided after award.
1.5.2.1 Terms and Conditions
Data contained on these electronic files must not be used for any purpose other than as a convenience in the preparation of construction data for the referenced project. Any other use or reuse shall be at the sole risk of the Contractor and without liability or legal exposure to the Government. The Contractor must make no claim and waives to the fullest extent permitted by law, any claim or cause of action of any nature against the Government, its agents or sub consultants that may arise out of or in connection with the use of these electronic files. The Contractor must, to the fullest extent permitted by law, indemnify and hold the Government harmless against all damages, liabilities or costs, including reasonable attorney's fees and defense costs, arising out of or resulting from the use of these electronic files.
These electronic Source Drawing files are not construction documents.
Differences may exist between the Source Drawing files and the corresponding construction documents. The Government makes no representation regarding the accuracy or completeness of the electronic Source Drawing files, nor does it make representation to the compatibility of these files with the Contractor hardware or software. In the event that a conflict arises between the signed and sealed construction documents prepared by the Government and the furnished Source Drawing files, the signed and sealed construction documents govern. The Contractor is responsible for determining if any conflict exists. Use of these Source Drawing files does not relieve the Contractor of duty to fully comply with the contract documents, including and without limitation, the need to check, confirm and coordinate the work of all contractors for the project. If the Contractor uses, duplicates or modifies these electronic Source Drawing files for use in producing construction data related to this contract, remove all previous indicia of ownership (seals, logos, signatures, initials and dates).
1.5.3 Electronic File Format
Provide submittals in electronic format, with the exception of material samples required for SD-04 Samples items. In addition to the electronic submittal, provide 15 hard copies of the submittals. Compile the submittal file as a single, complete document, to include the Transmittal Form described within. Name the electronic submittal file specifically according to its contents, coordinate the file naming convention with the Contracting Officer. Electronic files must be of sufficient quality that all information is legible. Use PDF as the electronic format, unless otherwise specified or directed by the Contracting Officer. Generate PDF files from original documents with bookmarks so that the text included in the PDF file is both searchable and can be copied. If documents are scanned, Optical Character Resolution (OCR) routines are required. Index and bookmark files exceeding 30 pages to allow efficient navigation of the
Issued For Construction SECTION 01 33 00 Page 6 file. When required, the electronic file must include a valid electronic signature, or scan of a signature.
Email electronic submittal documents fewer than 10MB to an email address as directed by the Contracting Officer. Provide electronic documents over 10MB on an optical disc, or through an electronic file sharing system such as the AMRDEC SAFE Web Application located at the following website:
https://safe.amrdec.army.mil/safe/ .
Provide hard copies of submittals when requested by the Contracting Officer. Additional hard copies of any submittal may be requested at the discretion of the Contracting Officer, at no additional cost to the Government.
1.6 QUANTITY OF SUBMITTALS
1.6.1 Number of Copies of SD-02 Shop Drawings
Submit copies of submittals of shop drawings requiring review and approval only by QC organization and copies of shop drawings requiring review and approval by Contracting Officer.
1.6.2 Number of Copies of SD-03 Product Data and SD-08 Manufacturer's Instructions
Submit in compliance with quantity requirements specified for shop drawings.
1.6.3 Number of Samples SD-04 Samples
a. Submit samples, or sets of samples showing range of variation, of each required item. One approved sample or set of samples will be retained by approving authority and one will be returned to Contractor.
b. Submit one sample panel or provide one sample installation where directed. Include components listed in technical section or as directed.
c. Submit one sample installation, where directed.
d. Submit one sample of non-solid materials.
1.6.4 Number of Copies SD-05 Design Data and SD-07 Certificates
Submit in compliance with quantity requirements specified for shop drawings.
1.6.5 Number of Copies SD-06 Test Reports and SD-09 Manufacturer's Field Reports
Submit in compliance with quantity and quality requirements specified for shop drawings other than field test results that will be submitted with QC reports.
1.6.6 Number of Copies of SD-10 Operation and Maintenance Data
Submit copies of O&M Data to the Contracting Officer for review and approval.
Issued For Construction SECTION 01 33 00 Page 7
1.6.7 Number of Copies of SD-01 Preconstruction Submittals and SD-11 Closeout Submittals
Unless otherwise specified, submit sets of administrative submittals.
1.7 INFORMATION ONLY SUBMITTALS
Normally submittals for information only will not be returned. Approval of the Contracting Officer is not required on information only submittals. The Government reserves the right to require the Contractor to resubmit any item found not to comply with the contract. This does not relieve the Contractor from the obligation to furnish material conforming to the plans and specifications; will not prevent the Contracting Officer from requiring removal and replacement of nonconforming material incorporated in the work; and does not relieve the Contractor of the requirement to furnish samples for testing by the Government laboratory or for check testing by the Government in those instances where the technical specifications so prescribe.
1.8 SUBMITTAL REGISTER
Prepare and maintain submittal register, as the work progresses. Do not change data which is output in columns (c), (d), (e), and (f) as delivered by Government; retain data which is output in columns (a), (g), (h), and
(i) as approved. A submittal register showing items of equipment and materials for which submittals are required by the specifications is provided as an attachment. This list may not be all inclusive and additional submittals may be required. Maintain a submittal register for the project in accordance with Section 01 45 00.15 10 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM)). The Government will provide the initial submittal register in electronic format with the following fields completed, to the extent that will be required by the Government during subsequent usage.
Column (c): Lists specification section in which submittal is required.
Column (d): Lists each submittal description (SD No. and type, e.g. SD-02 Shop Drawings) required in each specification section.
Column (e): Lists one principal paragraph in specification section where a material or product is specified. This listing is only to facilitate locating submitted requirements. Do not consider entries in column (e) as limiting project requirements.
Thereafter, the Contractor is to track all submittals by maintaining a complete list, including completion of all data columns, including dates on which submittals are received and returned by the Government.
1.8.1 Use of Submittal Register
Submit submittal register. Submit with QC plan and project schedule.
Verify that all submittals required for project are listed and add missing submittals. Coordinate and complete the following fields on the register submitted with the QC plan and the project schedule:
Column (a) Activity Number: Activity number from the project schedule.
Issued For Construction SECTION 01 33 00 Page 8
Column (g) Contractor Submit Date: Scheduled date for approving authority to receive submittals.
Column (h) Contractor Approval Date: Date Contractor needs approval of submittal.
Column (i) Contractor Material: Date that Contractor needs material delivered to Contractor control.
1.8.2 Contractor Use of Submittal Register
Update the following fields in the Government-furnished submittal register program or equivalent fields in program utilized by Contractor with each submittal throughout contract.
Column (b) Transmittal Number: Contractor assigned list of consecutive numbers.
Column (j) Action Code (k): Date of action used to record Contractor's review when forwarding submittals to QC.
Column (l) List date of submittal transmission.
Column (q) List date approval received.
1.8.3 Approving Authority Use of Submittal Register
Update the following fields in the Government-furnished submittal register program or equivalent fields in program utilized by Contractor.
Column (b) Transmittal Number: Contractor assigned list of consecutive numbers.
Column (l) List date of submittal receipt.
Column (m) through (p) List Date related to review actions.
Column (q) List date returned to Contractor.
1.8.4 Copies Delivered to the Government
Deliver one copy of submittal register updated by Contractor to Government with each invoice request.
1.9 VARIATIONS
Variations from contract requirements require both Designer of Record (DOR) and Government approval pursuant to contract Clause FAR 52.236-21 and will be considered where advantageous to Government.
1.9.1 Considering Variations
Discussion with Contracting Officer prior to submission, after consulting with the DOR, will help ensure functional and quality requirements are met and minimize rejections and re-submittals. When contemplating a variation which results in lower cost, consider submission of the variation as a Value Engineering Change Proposal (VECP).
Specifically point out variations from contract requirements in
Issued For Construction SECTION 01 33 00 Page 9 transmittal letters. Failure to point out deviations may result in the Government requiring rejection and removal of such work at no additional cost to the Government.
1.9.2 Proposing Variations
When proposing variation, deliver written request to the Contracting Officer, with documentation of the nature and features of the variation and why the variation is desirable and beneficial to Government, including the DOR's written analysis and approval. If lower cost is a benefit, also include an estimate of the cost savings. In addition to documentation required for variation, include the submittals required for the item.
Clearly mark the proposed variation in all documentation.
Check the column "variation" of ENG Form 4025 for submittals which include proposed deviations requested by the Contractor. Set forth in writing the reason for any deviations and annotate such deviations on the submittal.
The Government reserves the right to rescind inadvertent approval of submittals containing unnoted deviations.
1.9.3 Warranting that Variations are Compatible
When delivering a variation for approval, Contractor, including its Designer(s) of Record, warrants that this contract has been reviewed to establish that the variation, if incorporated, will be compatible with other elements of work.
1.9.4 Review Schedule Extension
In addition to normal submittal review period, a period of 10 working days will be allowed for consideration by the Government of submittals with variations.
1.10 SCHEDULING
Schedule and submit concurrently submittals covering component items forming a system or items that are interrelated. Include certifications to be submitted with the pertinent drawings at the same time. No delay damages or time extensions will be allowed for time lost in late submittals. Additional calendar days will be allowed and shown on the register for review and approval of submittals for food service equipment and refrigeration and HVAC control systems.
a. Coordinate scheduling, sequencing, preparing and processing of submittals with performance of work so that work will not be delayed by submittal processing. Allow for potential resubmittal of requirements.
b. Submittals called for by the contract documents will be listed on the register. If a submittal is called for but does not pertain to the contract work, the Contractor is to include the submittal in the register and annotate it "N/A" with a brief explanation. Approval by the Contracting Officer does not relieve the Contractor of supplying submittals required by the contract documents but which have been omitted from the register or marked "N/A."
c. Re-submit register and annotate monthly by the Contractor with actual submission and approval dates. When all items on the register have been fully approved, no further re-submittal is required.
Issued For Construction SECTION 01 33 00 Page 10
d. Carefully control procurement operations to ensure that each individual submittal is made on or before the Contractor scheduled submittal date shown on the approved "Submittal Register."
1.11 GOVERNMENT APPROVING AUTHORITY
When approving authority is Contracting Officer, the Government will:
a. Note date on which submittal was received.
b. Review submittals for approval within scheduling period specified and only for conformance with project design concepts and compliance with contract documents.
c. Identify returned submittals with one of the actions defined in paragraph REVIEW NOTATIONS and with markings appropriate for action indicated.
Upon completion of review of submittals requiring Government approval, stamp and date submittals. Three copies of the submittal will be retained by the Contracting Officer and remaining copies of the submittal will be returned to the Contractor.
1.11.1 Review Notations
Contracting Officer review will be completed within 14 calendar days after date of submission. Submittals will be returned to the Contractor with the following notations:
a. Submittals marked "approved" or "accepted" authorize the Contractor to proceed with the work covered.
b. Submittals marked "approved as noted" or "approved, except as noted, resubmittal not required," authorize the Contractor to proceed with the work covered provided he takes no exception to the corrections.
c. Submittals marked "not approved" or "disapproved," or "revise and resubmit," indicate noncompliance with the contract requirements or design concept, or that submittal is incomplete. Resubmit with appropriate changes. No work shall proceed for this item until resubmittal is approved.
d. Submittals marked "not reviewed" will indicate submittal has been previously reviewed and approved, is not required, does not have evidence of being reviewed and approved by Contractor, or is not complete. A submittal marked "not reviewed" will be returned with an explanation of the reason it is not reviewed. Resubmit submittals returned for lack of review by Contractor or for being incomplete, with appropriate action, coordination, or change.
1.12 DISAPPROVED OR REJECTED SUBMITTALS
Make corrections required by the Contracting Officer. If the Contractor considers any correction or notation on the returned submittals to constitute a change to the contract drawings or specifications; notice as required under the FAR clause entitled CHANGES, is to be given to the Contracting Officer. Contractor is responsible for the dimensions and design of connection details and construction of work. Failure to point out deviations may result in the Government requiring rejection and
Issued For Construction SECTION 01 33 00 Page 11 removal of such work at the Contractor's expense.
If changes are necessary to submittals, make such revisions and submission of the submittals in accordance with the procedures above. No item of work requiring a submittal change is to be accomplished until the changed submittals are approved.
1.13 APPROVED SUBMITTALS
The Contracting Officer's approval or acceptance of submittals is not to be construed as a complete check, and indicates only that the general method of construction, materials, detailing and other information are satisfactory.
Approval or acceptance will not relieve the Contractor of the responsibility for any error which may exist, as the Contractor under the Contractor Quality Control (CQC) requirements of this contract is responsible for dimensions, the design of adequate connections and details, and the satisfactory construction of all work .
After submittals have been approved or accepted by the Contracting Officer, no resubmittal for the purpose of substituting materials or equipment will be considered unless accompanied by an explanation of why a substitution is necessary.
1.14 APPROVED SAMPLES
Approval of a sample is only for the characteristics or use named in such approval and is not be construed to change or modify any contract requirements. Before submitting samples, the Contractor to assure that the materials or equipment will be available in quantities required in the project. No change or substitution will be permitted after a sample has been approved.
Match the approved samples for materials and equipment incorporated in the work. If requested, approved samples, including those which may be damaged in testing, will be returned to the Contractor, at his expense, upon completion of the contract. Samples not approved will also be returned to the Contractor at its expense, if so requested.
Failure of any materials to pass the specified tests will be sufficient cause for refusal to consider, under this contract, any further samples of the same brand or make of that material. Government reserves the right to disapprove any material or equipment which previously has proved unsatisfactory in service.
Samples of various materials or equipment delivered on the site or in place may be taken by the Contracting Officer for testing. Samples failing to meet contract requirements will automatically void previous approvals.
Contractor to replace such materials or equipment to meet contract requirements.
Approval of the Contractor's samples by the Contracting Officer does not relieve the Contractor of his responsibilities under the contract.
1.15 WITHHOLDING OF PAYMENT
Payment for materials incorporated in the work will not be made if required approvals have not been obtained.
Issued For Construction SECTION 01 33 00 Page 12
1.16 STAMPS
Stamps used by the Contractor on the submittal data to certify that the submittal meets contract requirements is to be similar to the following:
Issued For Construction SECTION 01 33 00 Page 13
| CONTRACTOR |
| (Firm Name) | | _____ Approved | | _____ Approved with corrections as noted on submittal data and/or | | attached sheets(s) |
| SIGNATURE: __________________________________________________________ |
| TITLE: ______________________________________________________________ |
| DATE: _______________________________________________________________ |
PART 2 PRODUCTS
Not Used
PART 3 EXECUTION
Not Used
-- End of Section --
Issued For Construction SECTION 01 33 00 Page 14
SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 1 OF 76 PAGES
Ft Jackson Permanent Dining Facility
01 33 00 SD-01 Preconstruction Submittals
1.8 GSubmittal Register
01 33 29 SD-01 Preconstruction Submittals
1.5.3.1 GPreliminary High Performance
and Sustainable Building Checklist
1.4.1 GSustainability Action Plan
1.5.3.1 GPreliminary Sustainability
eNotebook
SD-11 Closeout Submittals
1.5.3.1 GFinal High Performance and
Sustainable Building Checklist
1.5.3.1 GFinal Sustainability eNotebook
1.5.3.1 GAmended Final Sustainability
eNotebook
1.5.3.1 GAmended Final High
Performance and Sustainable
Building Checklist
01 45 35 SD-01 Preconstruction Submittals
3.1.1 GSIOR Letter of Acceptance
3.1.1 GProject Manual
3.1.1 GProject Manual
3.1.1Written Practices
3.1.3Written Practices
3.1.1NDT Procedures and Equipment
Calibration Records
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(a) (b) (c) (d) (e) (f) (g) (h) (i) (j) (k) (l) (m) (n) (o) (p) (q) (r)
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01 45 35 3.1.3NDT Procedures and Equipment
Calibration Records
SD-06 Test Reports
3.1.1Daily Reports
3.1.3Daily Reports
3.1.3Daily Reports
3.1.1Biweekly Reports
3.1.2Biweekly Reports
SD-07 Certificates
2.1Fabrication Plant
2.1Steel Joist Institute Membership
2.1Certificate of Compliance
1.5.11 GSpecial Inspector of Record
1.5 GSpecial Inspector
3.1.1Qualification Records
3.1.3Qualification Records
SD-11 Closeout Submittals
3.1.1Interim Final Report
3.1.3Interim Final Report
3.1.1 GComprehensive Final Report
3.1.3 GComprehensive Final Report
01 91 00.00 37 SD-02 Shop Drawings
1.11.2Control Drawings
SD-06 Test Reports
3.7 G ROFilled out functional test
readiness forms
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01 91 00.00 37 3.1.3 G ROCompleted PFT checklists
3.1.4.1 G ROCompleted startup checklists
3.7.4Completed FPT forms
3.1.5Nonconformance and Approval in
PFT checklists and Startup
3.8Progress reports and test results
SD-07 Certificates
3.2Calibration documentation
3.2Calibration certification
SD-08 Manufacturer’s Instructions
1.10Startup and Checkout Plan
1.10Checkout Forms
1.10Test Procedures
SD-10 Operation and Maintenance
Data
3.10.1 G ROTraining Plan
3.10.3Training Documentation
3.10.4Training Verification
03 11 13.00 10 SD-02 Shop Drawings
2.2.1 GFormwork
3.1.1 GFormwork
2.2.1 GForm Removal Schedule
SD-03 Product Data
2.2Form Materials
SD-04 Samples
1.3 GSample Panels
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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 4 OF 76 PAGES
03 11 13.00 10 SD-05 Design Data
2.1Calculations
SD-06 Test Reports
3.2Inspection
03 15 00.00 10 SD-03 Product Data
2.2Preformed Expansion Joint Filler
2.3Sealant
SD-04 Samples
2.3.2Lubricant for Preformed
Compression Seals
2.3.3Field-Molded Type
SD-07 Certificates
2.2Preformed Expansion Joint Filler
2.3Sealant
03 20 00.00 10 SD-01 Preconstruction Submittals
2.3.1 GButt-Splices
SD-02 Shop Drawings
3.1 GReinforcement
SD-07 Certificates
2.3Reinforcing Steel
1.3.1Qualified Welders
1.3.2Qualification of Steel Bar
Butt-Splicers
03 30 00.00 10 SD-01 Preconstruction Submittals
1.6.2 GQuality Control Plan
1.6.1Laboratory Accreditation
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03 30 00.00 10 3.8.5.6 GSampling Plan
SD-03 Product Data
Part 2Recycled Content Products
2.2Cementitious Materials
2.11Vapor Barrier
2.1.5Floor Finish
2.9Floor Hardener
2.4Chemical Admixtures
SD-04 Samples
2.4.5Surface Retarder
SD-05 Design Data
2.1.1 GMixture Proportions
SD-06 Test Reports
2.1.1 GMixture Proportions
3.8 GTesting and Inspection for CQC
2.2.3Fly Ash
2.3Aggregates
3.8.5.1Air Content
3.8.5.3Slump
3.8.5.6Compressive Strength
2.5Water
SD-07 Certificates
1.6Contractor Quality Control personnel
3.2.1Ready-Mix Plant
03 35 00.00 10 SD-03 Product Data
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03 35 00.00 10 Part 2Recycled Content Products
SD-08 Manufacturer’s Instructions
3.3.6Dry Shake Finish
03 39 00.00 10 SD-03 Product Data
2.1Curing Materials
SD-06 Test Reports
3.2Testing and Inspection for CQC
SD-08 Manufacturer’s Instructions
2.1Curing Compound
04 20 00 SD-02 Shop Drawings
3.3.5.1 GCut CMU
3.4.1.1 GDetail Drawings
SD-03 Product Data
1.5.1 GHot Weather Procedures
1.5.2 GCold Weather Procedures
2.2.2 GClay or Shale Brick
2.4.1.1 GCementitious Materials
2.6.8 GInsulation
SD-04 Samples
2.2.2 GClay or Shale Brick
2.2.3.2 GConcrete Masonry Units (CMU)
2.4.1.4 GAdmixtures for Masonry Mortar
2.6.2 GAnchors, Ties, and Bar
Positioners
2.6.3 GJoint Reinforcement
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04 20 00 2.6.6 GClay Masonry Expansion-Joint
Materials
2.6.8 GInsulation
SD-05 Design Data
2.1.2 GMasonry Compressive Strength
2.2.3.3Fire-Rated Concrete Masonry
Units
3.2.5 GBracing Calculations
SD-06 Test Reports
2.2.2.1.4Efflorescence Test
2.2.3.3Fire-Rated Concrete Masonry
Units
3.6.1.1Field Observations of Mortar
3.6.1.2Field Testing of Grout
3.6.1.4Single-Wythe Masonry Wall
Water Penetration Test
SD-07 Certificates
1.3.2Special Masonry Inspector
Qualifications
2.2.2Clay or Shale Brick
2.2.3.2Concrete Masonry Units (CMU)
2.2.4Precast Concrete Units
2.4.1.1Cementitious Materials
2.4.1.4Admixtures for Masonry Mortar
2.4.2.2Admixtures for Grout
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04 20 00 2.6.2Anchors, Ties, and Bar
Positioners
2.6.3Joint Reinforcement
2.6.8Insulation
SD-08 Manufacturer’s Instructions
2.4.1.4Admixtures for Masonry Mortar
2.4.2.2Admixtures for Grout
SD-10 Operation and Maintenance
Data
3.8Take-Back Program
SD-11 Closeout Submittals
2.2.2.1.3 SClay Units
2.2.3.2.1 SRecycled Content
05 05 23.13 10 SD-03 Product Data
1.4.1Ultrasonic Inspection
SD-06 Test Reports
1.4.5Equipment Qualifications
3.4.1Inspection Test Reports
05 05 23.16 SD-01 Preconstruction Submittals
3.2Welding Quality Assurance Plan
SD-03 Product Data
1.3 GWelding Procedure Qualifications
1.3.5Welder, Welding Operator, and
Tacker Qualification
1.3.6Inspector Qualification
1.3.2Previous Qualifications
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05 05 23.16 1.3.3Pre-Qualified Procedures
2.2Welding Electrodes and Rods
SD-06 Test Reports
3.3Nondestructive Testing
SD-07 Certificates
1.3.1Certified Welding Procedure
Specifications (WPS)
1.3.1Certified Brazing Procedure
Specifications (BPS)
1.3.1Certified Procedure Qualification
Records (PQR)
1.3.1Certified Welder Performance
Qualifications (WPQ)
1.3.1Certified Brazer Performance
Qualifications (BPQ)
05 12 00 SD-02 Shop Drawings
1.5.2 GFabrication Drawings
SD-03 Product Data
2.6.2Shop Primer
2.4.1Welding Electrodes and Rods
2.3.1.3Direct Tension Indicator Washers
2.4.2Non-Shrink Grout
2.3.2Tension Control Bolts
SD-06 Test Reports
2.6.2Class B Coating
2.3Bolts, Nuts, and Washers
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05 12 00 3.7.2.1Direct Tension Indicator Washer
Inspection Reports
3.7.3.1Bolt Testing Reports
3.7.4Embrittlement Test Reports
SD-07 Certificates
2.2Steel
2.3Bolts, Nuts, and Washers
2.5Galvanizing
1.3AISC Fabrication Plant Quality
Certification
1.3AISC Erector Quality Certification
1.5.3.1Welding Procedures and
Qualifications
2.4.1Welding Electrodes and Rods
05 21 00 SD-01 Preconstruction Submittals
1.3.2Welder Qualification
SD-02 Shop Drawings
1.3.1 GSteel Joist Framing
SD-05 Design Data
2.2 GDesign Calculations
SD-06 Test Reports
3.4Erection Inspection
3.4Welding Inspections
SD-07 Certificates
1.3.2Certification of Compliance
SD-11 Closeout Submittals
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05 21 00 2.3 SRecycled Content of Steel
Products
05 30 00 SD-02 Shop Drawings
1.3.5 GFabrication Drawings
SD-03 Product Data
2.2Accessories
2.1Deck Units
2.1.4Galvanizing Repair Paint
2.2.13Mechanical Fasteners
2.1.4Touch-Up Paint
1.3.3Welding Equipment
1.3.3Welding Rods and Accessories
SD-04 Samples
2.1.1Metal Roof Deck Units
2.2.4Flexible Closure Strips
SD-05 Design Data
2.1 GDeck Units
SD-07 Certificates
1.3.2Powder-Actuated Tool Operator
1.3.3Welder Qualifications
1.3.3Welding Procedures
1.3.4.1Fire Safety
1.3.4.2Wind Storm Resistance
1.3.1Manufacturer's Certificate
SD-11 Closeout Submittals
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05 30 00 2.1 SRecycled Content of Steel
Products
05 40 00 SD-02 Shop Drawings
1.5.1 GFraming Components
SD-03 Product Data
2.1Studs, Joists
SD-05 Design Data
1.5.2 GMetal Framing Calculations
SD-07 Certificates
3.2.1Welds
SD-11 Closeout Submittals
2.1 SRecycled Content of Steel
Products
05 50 13 SD-02 Shop Drawings
2.7 GStructural Steel Door Frames
2.6 GAngles and Plates
SD-03 Product Data
2.4Corner Guards
2.7 GStructural Steel Door Frames
2.5 GDownspout Terminations
2.1 GCertificates of Compliance
2.2 GCertified Mill
2.1 SRecycled Content
05 51 00 SD-02 Shop Drawings
2.1 GIron and Steel Hardware
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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 13 OF 76 PAGES
05 51 00 2.1 GSteel Shapes, Plates,…
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