B.08.03 Amend 0001_24Q0004 TechSpecs.pdf

Lower Monumental Fire Damaged Coolers W912EF24Q0004

PROJECT TABLE OF CONTENTS

DI VI SI ON 01 - GENERAL REQUI REMENTS

01 33 00 SUBMITTAL PROCEDURES

DI VI SI ON 05 - METALS

05 50 03.00 26 METALWORK, FABRICATION, MACHINE WORK, AND MISCELLANEOUS

PROVISIONS

DI VI SI ON 40 - PROCESS I NTERCONNECTI ONS

40 05 13.96 26 WELDING

DI VI SI ON 42 - PROCESS HEATI NG, COOLI NG, AND DRYI NG EQUI PMENT

42 13 19.00 26 THRUST BEARING AND SURFACE AIR COOLERS

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PROJECT TABLE OF CONTENTS Page 2

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 33 00

SUBMITTAL PROCEDURES

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 DEFINITIONS

1.3.1 Submittal Descriptions (SD)

1.3.2 Reviewing Authority

1.3.2.1 Action Elements for Submittal Review

1.4 SUBMITTAL CLASSIFICATION

1.4.1 Government Approved (G)

1.4.2 Information Only (I)

1.5 CAD FILE REQUIREMENTS

1.5.1 CAD File Requirements for Design Drawings Created After Award

1.5.1.1 Bentley DGN File Submittal Requirements

1.5.2 USACE CAD/BIM Technology Center

1.6 PREPARATION

1.6.1 Transmittal Form

1.6.2 Identifying Submittals

1.6.3 Format For Digital Submittals

1.6.4 Format for SD-02 Shop Drawings

1.6.4.1 Shop Drawing Submittals

1.6.5 Format of SD-03 Product Data and SD-08 Manufacturer's

Instructions

1.6.6 Format of SD-05 Design Data and SD-07 Certificates

1.6.7 Format of SD-06 Test Reports and SD-09 Manufacturer's Field

Reports

1.6.8 Format of SD-01 Preconstruction Submittals and SD-11 Closeout

Submittals

1.7 INFORMATION ONLY SUBMITTALS

1.8 SUBMITTAL REGISTER

1.8.1 Use Of Submittal Register

1.8.2 Contractor Use of Submittal Register

1.8.3 Approving Authority Use of Submittal Register

1.8.4 Contractor Action Codes

1.8.5 Contractor Action Code and Action Code

1.8.6 Copies Delivered to the Government

1.9 GOVERNMENT APPROVING AUTHORITY

1.9.1 Review Notations

1.10 DISAPPROVED OR REJECTED SUBMITTALS

1.11 APPROVED/ACCEPTED SUBMITTALS

1.12 STAMPS

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION (NOT APPLICABLE)

SECTION 01 33 00

ATTACHMENTS:

ENG Form 4025

Submittal Register

-- End of Section Table of Contents --

SUBMITTAL PROCEDURES

PART 1 GENERAL

The Contracting Officer's Representative may request submittals in addition to those specified when deemed necessary to adequately describe the work covered in the respective sections. Make certain that each submittal is complete and in sufficient detail to easily determine contract compliance.

a. Use the same units of weights and measures as the contract drawings.

b. Contractor's Quality Control (CQC) System Manager shall check and approve all items prior to submittal and stamp, sign, and date indicating action taken.

c. Clearly identify any proposed variations from the contract requirements.

d. Include drawings; literature (catalog cuts, diagrams, operating charts or curves); test reports; samples; O&M manuals (including parts list); certifications; warranties; and other necessary information.

e. Obtain submittal approval prior to acquiring the covered material or equipment.

1.1 REFERENCES

The publications listed below form a part of this section to the extent referenced. The publications are referred to within the text by the basic designation only.

U.S. ARMY CORPS OF ENGINEERS (USACE)

ERDC/ITL TR-19-7 (Aug 2019) A/E/C CAD Standard - Release 6.1

1.2 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals having an "I" designation are for information only.

Designation following the "G" or "I" designation identifies the office that will review the submittal for the Government. Submit in accordance with SECTION 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Bentley DGN Sample Sheets; G, GS

1.3 DEFINITIONS

1.3.1 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 to be approved prior to commencing work on site. Submittals required prior to the start of the next major phase of the fabrication on a multi-phase contract.

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-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 material, product or system identical to the material, product or system to be provided has been tested in accord with specified requirements. (Unless otherwise specified testing must have been completed within three (3) 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 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 purpose of which is to further quality of 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 Safety Data sheets concerning impedances, hazards and safety precautions.

1.3.2 Reviewing Authority

Office or designated person to review submittal.

1.3.2.1 Action Elements for Submittal Review

C Engineering & Construction Division, Construction Branch HDC Hydroelectric Design Center

1.4 SUBMITTAL CLASSIFICATION

Submittals are classified as follows:

G - This code is for submittals requiring government approval that were listed in the original government-generated specs.

I - This code is used for both Government-generated submittals and Contractor-generated submittals. This code is reserved for submittals that don't require approval, e.g. test reports.

1.4.1 Government Approved (G)

Government approval is required for extensions of design, critical materials, variations, equipment whose compatibility with the entire system must be checked, and other items as designated by the Contracting Officer's Representative. Government approval is required for any variations from the Solicitation or Accepted Proposal and other items as designated by the Contracting Officer's Representative. Within the terms of the Contract Clause entitled "Specifications and Drawings for Construction," they are considered to be "shop drawings."

1.4.2 Information Only (I)

Submittals not requiring Government approval will be for information only

(FIO).

1.5 CAD FILE REQUIREMENTS

The following applies to all CAD File submittals for this Contract, unless otherwise noted:

a. Furnish CAD files in the latest version of Bentley DGN format, for all CAD Files submitted by the Contractor in performance of this contract.

b. Unless otherwise noted, all CAD Files shall meet A/E/C CAD and Graphic Standards, as follows:

1. Compliant with the A/E/C CAD Standard ERDC/ITL TR-19-7 , A/E/C Graphics Standard ERDC/ITL TR-19-6 .

c. CAD Files shall have presentation graphics which can be edited by Bentley software (with the exception of photographs). Presentation graphics typically consist of drawing elements such as lines, arcs, shapes, text, and their attributes (e.g., color, width, line style).

d. If CAD files are developed in a format other than the specified Bentley software, furnish the following:

1. The converted CAD files in Bentley DGN format, in compliance with all specified CAD file requirements.

2. The original CAD files in their native file format.

e. In addition to CAD files, submit an ADOBE .pdf of each CAD File.

The pdfs and the CAD files shall be identical.

f. Submit files using the DoD SAFE (Secure Access File Exchange) website as directed by the Contracting Officer's Representative.

1.5.1 CAD File Requirements for Design Drawings Created After Award

In addition to the requirements listed above, when the Contractor prepares design drawings for requirements stated in the contract, for a modification, or as part of a Value Engineer Change Proposal, the following requirements apply:

a. Digital files shall be .dgn format, unless otherwise noted, with element types that can be edited (i.e. no attached raster files, .dxf, or .dwg file formats will be accepted). Use the provided Walla Walla District Templates/seed files and the A/E/C workspace to match the A/E/C CAD and Graphics standards for all drawings. Include the appropriate firm name within the title block.

b. Each drawing file shall be completely independent of any data in any other file, including fonts and shapes not included with the basic CAD software program utilized. Drawing files with external references or special fonts are not acceptable. All displayed graphic elements on all levels of the drawing file shall be part of the project drawing image. The drawing file shall not contain any graphic element that is not part of the drawing image.

c. Provide an index of drawings sheet in CAD as part of the drawing set, and a list in Microsoft Excel of all drawings. Include the filename, the sheet reference number, the sheet number, and the sheet title, containing the data for each drawing.

d. Design drawings may be prepared more like shop drawings to minimize construction submittals after final designs are approved. Therefore, the Contractor is encouraged to prepare and submit with the design drawings, appropriate connection, fabrication, layout, and product specific drawings.

e. The Contractor-originated drawings will be used as the basis for the record drawings. Shop drawings included as design documents shall comply with the same drawing requirements such as drawing form, sheet size, layering, lettering, and title block used in design drawings.

f. All final Contractor-originated design drawings shall be signed, dated, and bear the seal of the registered architect or the registered engineer of the respective discipline. This seal shall be the seal of the Designer of Record for that drawing, and who is professionally registered for work in that discipline. Application of the digital seal and signature accepts responsibility for the work shown thereon.

1.5.1.1 Bentley DGN File Submittal Requirements

a. If CAD files are developed in a format other than the specified Bentley software, furnish full Sheet Bentley DGN sample sheets along with submitted Design Drawings. At a minimum, sample sheet submittal must include the following Sheet types:

1. One Plan Sheet.

2. One Elevation or Section Sheet.

3. One Detail Sheet.

b. All Final Shop Drawings, and Record Drawings must be submitted in Bentley DGN format, and meet all requirements of paragraphs CAD FILE REQUIREMENTS, and "Format for SD-02 Shop Drawings", in this SECTION.

1.5.2 USACE CAD/BIM Technology Center

The USACE CAD/BIM Technology Center hosts all standard content for USACE.

This content can be accessed through the CAD/BIM Technology Center website, https://cadbimcenter.erdc.dren.mil .

1.6 PREPARATION

1.6.1 Transmittal Form

The attached sample transmittal form (ENG Form 4025) is in RMS and shall be completed in RMS 3.0 Contractor Mode. Use ENG Form 4025 for submitting both Government approved and information only submittals in accordance with the instructions on the reverse side of the form.

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 specification paragraph and sheet number of the contract drawings pertinent to the data submitted for each item.

1.6.2 Identifying Submittals

When submittals are provided by either the Prime Contractor or subcontractor, the Prime Contractor is responsible to prepare, review and stamp with Contractor's approval all specified submittals prior to submitting for Government approval.

Identify submittals, except sample installations and sample panels, with the following information permanently adhered to or noted on each separate component of each submittal and noted on transmittal form. Mark each copy of each submittal identically, with the following:

a. Project title, location, and date.

b. Contract number.

c. Date of the drawings and revisions.

d. Name, address, and telephone number of subcontractor, supplier, manufacturer and any other second tier Contractor associated with submittal.

e. Section number of the specification section by which submittal is required.

f. Submittal description (SD) number of each component of submittal.

g. When a resubmission, add a number suffix on submittal description, for example, submittal 18 would become 18.1, to indicate the resubmission.

h. Product identification and location in project.

The sequence of submission of drawings shall be such that all information is available for checking each drawing when it is received. Contract number and project shall be shown directly above the revision space on all drawings submitted. Drawing details and notes shall be of such quality and clarity and of sufficient definition and line weight as to permit sharp and totally legible scanning. All items shall be adequately identified to show where they will be used, and shall be referenced to applicable contract drawings and specification section.

All shop drawings submitted on a single transmittal (ENG form 4025) shall pertain to only one (1) specification section. Computed weights of all items shall be indicated on the shop drawings. Where drawings are submitted for either one (1) assembly consisting of more than one (1) piece of equipment, or two (2) systems consisting of numerous components dependent one on the other for matching or compatible characteristics, complete information shall be submitted on all such related components at the same time.

1.6.3 Format For Digital Submittals

The PDF filename of all submittals shall include the contract and transmittal number.

a. example: 19C0005 01 35 29.10 28-1 Item 1, 5

b. re-submittal example: 19C0005 01 35 29.10 28-1.1 Item 1, 5

All digital submittals shall be in color and digitally searchable. All pages in the file shall be oriented so that no rotation or manipulation to view is needed.

1.6.4 Format for SD-02 Shop Drawings

All shop drawings prepared by the Contractor for this contract shall be formatted to American National Standards Institute (ANSI D).

a. All shop drawings shall have a title block prepared by the Contractor independent of any Contract Drawing. Include a revision block.

b. Title block shall include the following:

1. Project title.

2. Sheet description.

3. Sheet number.

4. Contract number.

5. Issue date.

c. Revision block shall contain revision mark, revision description, date of revision.

d. Each Sheet shall have a unique number.

e. Each sheet shall have the Contractor Firm name on it.

f. CAD requirements for Shop Drawings include the following:

1. CAD file(s) meeting requirements of paragraph "CAD File Requirements" in this SECTION.

2. An Adobe .pdf copy of the corresponding CAD file(s). The pdfs and CAD files shall be identical.

3. Shop drawing format does not need to comply with A/E/C CAD and Graphic Standards.

1.6.4.1 Shop Drawing Submittals

Shop Drawing Submittals are required as follows:

1. As shown and specified in the plans and specifications during design and Construction. Adobe .pdf copies, only.

2. As specified in SECTION 01 78 00.00 28 CLOSEOUT SUBMITTALS, paragraph FINAL SHOP DRAWINGS, including all CAD Files as specified in paragraph CAD FILE REQUIREMENTS, in this SECTION.

1.6.5 Format of SD-03 Product Data and SD-08 Manufacturer's Instructions

a. Present product data submittals for each section as required.

Include table of contents, listing page and catalog item numbers for product data.

b. Indicate, by prominent notation, each product which is being submitted; indicate specification section number and paragraph number to which it pertains. Mark out all product data not pertaining to the product being submitted.

c. Supplement product data with material prepared for project to satisfy submittal requirements for which product data does not exist.

Identify this material as developed specifically for project, with information and format as required for submission of SD-07 Certificates.

d. Provide all software code, user interfaces, logic and graphic information, manuals, documentation, etc. in English, only.

e. Provide product data in English dimensions. Where product data are included in preprinted catalogs with Metric units only, submit English dimensions on separate sheet.

f. Include the manufacturer's name, trade name, place of manufacture, and catalog model or number on product data. Also include applicable federal, military, industry and technical society publication references. Should manufacturer's data require supplemental information for clarification, submit as specified for SD-07 Certificates.

g. Where equipment or materials are specified to conform to industry and technical society reference standards of the organizations such as American National Standards Institute (ANSI), ASTM International (ASTM), National Electrical Manufacturer's Association (NEMA), Underwriters Laboratories (UL), and Association of Edison Illuminating Companies (AEIC), submit proof of such compliance. The label or listing by the specified organization will be acceptable evidence of compliance. In lieu of the label or listing, submit a certificate from an independent testing organization, competent to perform testing, and approved by the Contracting Officer's Representative.

State on the certificate that the item has been tested in accordance with the specified organization's test methods and that the item complies with the specified organization's reference standard.

h. Collect required data submittals for each specific material, product, unit of work, or system into a single submittal. Mark the submittal to clearly indicate what choices, options, and portions of the product offering will be incorporated into the work. Mark each copy of the product data identically. Partial submittals will not be accepted for expedition of construction effort.

i. Submit manufacturer's instructions prior to installation.

1.6.6 Format of SD-05 Design Data and SD-07 Certificates

Provide design data and certificates formatted for 8-1/2 by 11 inches paper. Provide a bound volume for submittals containing numerous pages.

1.6.7 Format of SD-06 Test Reports and SD-09 Manufacturer's Field Reports

a. Provide reports formatted for 8-1/2 by 11 inches paper in one complete file.

b. Indicate by prominent notation, each report in the submittal.

Indicate specification number and paragraph number to which it pertains.

1.6.8 Format of SD-01 Preconstruction Submittals and SD-11 Closeout Submittals

When the submittal includes a document which is to be used in the project or become part of the project record, other than as a submittal, do not apply Contractor's approval stamp to the document, but to a separate sheet accompanying the document.

1.7 INFORMATION ONLY SUBMITTALS

Approval of the Contracting Officer's Representative is not required on information only submittals. The following list applies to all for information only submittals:

a. The Contractor is not relieved from the obligation to furnish material conforming to the plans and specifications.

b. The Contracting Officer's Representative reserves the right to require the Contractor to resubmit any item found not to comply with the contract, and is not prevented from requiring removal and replacement of nonconforming material incorporated in the work.

c. 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

The Submittal Register will be loaded into RMS by the Government. A copy of the Submittal Register is attached to the end of this SECTION with the following fields filled in:

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.

Column (f): Indicate approving authority for each submittal. The Contractor is responsible for maintaining the submittal register.

1.8.1 Use Of Submittal Register

Submit submittal register 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.

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 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:

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 Contractor Action Codes

SUBMITTALS

Submittal Classifications shown in UFGS Sections

Submittal Classification

Corresponding SpecsIntact

Submittal Register Code which is populated in the SI Submittal Register.

Software Limitations:

(The software shows one character delineation in the SpecsIntact Submittal Register)

RMS – The following Submittal

Classifications are populated in RMS when the SpecsIntact

Submittal Data File is pulled into

RMS)

G Submittal requires Government Approval

G GA

I Submittal is For Information Only

(FIO)

I FIO

S Submittal is for documentation of Sustainable requirements

S S/FIO

1.8.5 Contractor Action Code and Action Code

Entries for columns (j) and (o), are to be used as follows (others may be prescribed by Transmittal Form):

NR - Not Received

AN - Approved as noted

A - Approved

RR - Disapproved, Revise, and Resubmit

1.8.6 Copies Delivered to the Government

Deliver a PDF copy of the submittal register, updated by Contractor, to Government with each invoice request.

1.9 GOVERNMENT APPROVING AUTHORITY

When the approving authority is the Government, the Contracting Officer's Representative will:

a. Note date on which submittal was received from QC system Manager.

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" along with markings appropriate for action indicated.

The Government will provide the appropriate review notation for submittals, upon completion of review. The official response will only be through RMS.

1.9.1 Review Notations

Contracting Officer's Representative review will be completed within thirty (30) calendar days after date of receipt of submittal. Submittals will be returned to the Contractor with the following notations:

a. Submittals marked with an action code of "A" are "approved" or "accepted" and authorize the Contractor to proceed with the work covered.

b. Submittals marked with an action code of "B" are "accepted as noted on drawing", "accepted except as noted on drawing", and authorize the Contractor to proceed with the work covered once they make the changes to the submittal provided they take no exception to the corrections.

c. Submittals marked with an action code of "C" are "accepted as noted, resubmission required", and authorize the Contractor to proceed with the work covered provided they take no exception to the corrections. The Contractor shall resubmit with appropriate changes to address the Government notations.

d. Submittals marked with an action code of "E" are "disapproved", "not accepted", and 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 or accepted.

e. Submittals marked with an action code of "F" are Submittals marked "receipt acknowledge" and will indicate submittal has been received but not necessarily reviewed by the Government. Comments to these submittals may or may not be provided; however the Government reserves the right to require the Contractor to resubmit any item found not to comply with the contract.

f. FIO submittals marked with an action code of "FX" are Submittals marked as "does not comply as noted with contract requirements" and indicate noncompliance with the contract requirements or design concept, or that submittal is incomplete. Resubmit with appropriate changes for Government approval or acceptance. No work shall proceed for this item until resubmittal is received.

1.10 DISAPPROVED OR REJECTED SUBMITTALS

Make corrections required by the Contracting Officer's Representative. If the Contractor considers any correction or notation on the returned submittals to constitute a change to the contract drawings or specifications, give notice to the Contracting Officer's Representative as required under the FAR clause titled CHANGES. The Contractor is responsible for the dimensions and design of connection details and the construction of work. Failure to point out variations may cause the Government to require rejection and removal of such work at the Contractor's expense.

If changes are necessary to submittals, make such revisions and resubmit in accordance with the procedures above. No item of work requiring a submittal change is to be accomplished until the changed submittals are approved.

1.11 APPROVED/ACCEPTED SUBMITTALS

The Contracting Officer's Representative'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. 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 fabrication of all work .

After submittals have been approved or accepted by the Contracting Officer's Representative, no resubmittal for the purpose of substituting materials or equipment will be considered unless accompanied by an explanation of why a substitution is necessary.

1.12 STAMPS

Stamps used by the CQC system manager on the submittal data to certify that the submittal meets contract requirements is to be similar to the following:

| CONTRACT NUMBER |

| CONTRACTOR |

| (Firm Name) | | _____ Approved | | _____ Approved with corrections as noted on submittal | | data and/or attach sheets(s) |

| SIGNATURE: _____________________________________________|

| TITLE: CQC SYSTEM MANAGER |

| DATE: _______________ |

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION (NOT APPLICABLE)

-- End of Section --

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 1 OF 3 PAGES

W912EF24Q0004

Lower Monumental Fire Damaged Coolers

01 33 00 SD-01 Preconstruction Submittals

1.5.1.1 G GSBentley DGN Sample Sheets

05 50 03.00 26 SD-01 Preconstruction Submittals

1.2 G HDCInspection Agency Qualifications

SD-03 Product Data

2.1.2 G HDCGalvanized Steel Hardware

2.1 G HDCBolts, Nuts And Washers

2.1 G HDCStructural Steel

SD-06 Test Reports

1.2 G HDCInspection and Test Reports

SD-07 Certificates

2.1 G HDCBolts, Nuts, and Washers

2.3.1 G HDCGalvanizing

40 05 13.96 26 SD-01 Preconstruction Submittals

1.4.1 G HDCWelding Procedure Specifications

1.4.1 G HDCProcedure Qualification Test

Records

1.4.3.2 G HDCWritten Practice Manual

3.3 G HDCWelding Repair Plan

SD-03 Product Data

1.4.1 G HDCElectrode and Filler Metal

SD-06 Test Reports

3.2.5 G HDCNDE Testing Reports

SD-07 Certificates

1.4.2 G HDCWelder Certification

1.4.3.1 G HDCCertified Welding Inspectors

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

APPROVING AUTHORITY

A C T I V I T Y

N O

T R A N S M I T T A L

N O

S P E C

S E C T

DESCRIPTION

ITEM SUBMITTED

P A R A G R A P H

C L A S S I F I C A T I O N

G O V T

O R

A E

R E V W

R SUBMIT

APPROVAL

NEEDED

BY

MATERIAL

NEEDED

BY

A C T I O N

C O D E

DATE

OF

ACTION

DATE FWD

TO APPR

AUTH/

DATE RCD

FROM

CONTR

DATE FWD

TO OTHER

REVIEWER

DATE RCD

FROM OTH

REVIEWER

A C T I O N

C O D E

DATE

OF

ACTION

MAILED

TO

CONTR/

DATE RCD

FRM APPR

AUTH REMARKS

(a) (b) (c) (d) (e) (f) (g) (h) (i) (j) (k) (l) (m) (n) (o) (p) (q) (r)

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 2 OF 3 PAGES

Lower Monumental Fire Damaged Coolers

40 05 13.96 26 1.4.3.2 G HDCNDE Personnel

42 13 19.00 26 SD-01 Preconstruction Submittals

3.3.1 G HDCThrust Bearing Cooler Shop

Pressure Test Plan

3.3.1 G HDCSurface Air Cooler Shop

Pressure Test Plan

1.2.2 G HDCPurchase Orders

SD-02 Shop Drawings

1.2.4 G HDCThrust Bearing Cooler Shop

Drawings

1.2.4 G HDCSurface Air Cooler Shop

Drawings

SD-03 Product Data

1.2.3 G HDCThrust Bearing Cooler Descriptive

Literature and Specifications

1.2.3 G HDCSurface Air Cooler Descriptive

Literature and Specifications

1.2.3 G HDCProduct Data

SD-05 Design Data

1.2.1 G HDCThrust Bearing Cooler Design

Calculations

1.2.1 G HDCSurface Air Cooler Design

Calculations

SD-06 Test Reports

3.3.2 G HDCThrust Bearing Cooler Shop

Pressure Test Report

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

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FRM APPR

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 3 OF 3 PAGES

Lower Monumental Fire Damaged Coolers

42 13 19.00 26 3.3.2 G HDCSurface Air Cooler Shop

Pressure Test Report

SD-07 Certificates

2.1.2.1 G HDCThrust Bearing Cooler Finned

Tube Supplier

2.1.2.1 G HDCSurface Air Cooler Finned Tube

Supplier

2.1.3 G HDCThrust Bearing Cooler Shop

Materials

2.1.3 G HDCSurface Air Cooler Shop

Materials

SD-08 Manufacturer’s Instructions

1.3 G HDCDelivery/Shipping Plan

3.3 G HDCShop Pressure Test

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

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N O

T R A N S M I T T A L

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FRM APPR

DIVISION 05 - METALS

SECTION 05 50 03.00 26

METALWORK, FABRICATION, MACHINE WORK, AND MISCELLANEOUS PROVISIONS

PART 1 GENERAL

1.1 SUBMITTALS

1.2 INSPECTIONS AND TESTS

PART 2 PRODUCTS

2.1 MISCELLANEOUS METALS AND STANDARD METAL ARTICLES

2.1.1 Structural Steel

2.1.2 Bolts, Nuts, and Washers (General Purpose)

2.1.3 Bolts, Nuts, and Washers (Corrosion-Resistant)

2.1.4 Set Screws

2.2 FABRICATED METAL ITEMS

2.3 COATINGS

2.3.1 Galvanized Coatings

2.3.2 Cleaning of Corrosion-Resisting Steel

PART 3 EXECUTION

3.1 FABRICATION

3.1.1 General

3.1.2 Dimensional Tolerances for Structural Work

3.2 MACHINE WORK

3.2.1 General

3.2.2 Finished Surfaces

3.2.3 Unfinished Surfaces

3.2.4 Pin Holes

3.3 SHOP INSPECTION

3.4 PROTECTION OF MACHINED SURFACES

3.5 BOLTED CONNECTIONS

3.5.1 Bolt Holes

3.5.1.1 Regular Bolts

3.6 SET SCREWS

3.7 SPECIAL NON-DESTRUCTIVE TESTING

-- End of Section Table of Contents --

SECTION 05 50 03.00 26

METALWORK, FABRICATION, MACHINE WORK, AND MISCELLANEOUS PROVISIONS

PART 1 GENERAL

1.1 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals having an "I" designation are for information only.

Designation following the "G" or "I" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with SECTION 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Inspection Agency Qualifications; G, HDC

SD-03 Product Data

Galvanized Steel Hardware; G, HDC

Bolts, Nuts And Washers; G, HDC

Structural Steel; G, HDC

SD-06 Test Reports

Inspection and Test Reports; G, HDC

SD-07 Certificates

Bolts, Nuts, and Washers; G, HDC

Galvanizing; G, HDC

1.2 INSPECTIONS AND TESTS

Perform inspections and tests in accordance with this SECTION to demonstrate that the fabrication and machine work are in conformity and in addition to the applicable inspection requirements elsewhere specified.

Plan to record all measurements, and other details that indicate the plans and specifications are met. Perform these tests and inspections at the Contractor's expense, certify, and make available for review. For inspections and tests, conform to the requirements of the particular sections of these SPECIFICATIONS and plans for the respective items of work unless otherwise specified or authorized. Submit the Inspection Agency Qualifications at least 30 calendar days prior to the scheduled date of their use. The Government will notify the Contractor which inspections and tests shall be conducted in the presence of and witnessed by the Government. Notify the Government of the dates of the inspections and tests as required. Submit Inspection and Test Reports within 7 calendar days after completing the inspection or test. At a minimum, include the following in the inspection and test reports: Date of test/inspection, personnel present, name of person and company performing test/inspection, equipment used, and any abnormalities found.

PART 2 PRODUCTS

2.1 MISCELLANEOUS METALS AND STANDARD METAL ARTICLES

For miscellaneous metal materials and standard metal articles, conform to the respective specifications and other designated requirements. Use sizes as specified or shown on shop drawings. Where material requirements are not specified, furnish materials suitable for the intended use and are subject to Government approval. Submit product data for all bolts, nuts and washers and structural steel and certifications for bolts, nuts, and washers Government approval.

For bolts, nuts, and washers, use the type specified or indicated on the drawings. Equip all nuts with washers. Use beveled washers where bearing faces have a slope of more than 1:20 with respect to a plane normal to the bolt axis.

2.1.1 Structural Steel

For steel, use ASTM A36/A36M unless otherwise specified or approved.

2.1.2 Bolts, Nuts, and Washers (General Purpose)

For general purpose bolts, nuts, and washers, use the material, grade, type, class, style and finish indicated:

a. Bolts - ASTM A307, Grade A

b. Nuts - ASTM A563, Grade A

c. Plain Washers - ASTM F844 - ASME B18.21.1 , Type B

d. Lock Washers - ASME B18.21.1

e. Galvanized steel hardware: Provide existing galvanized product data or galvanize where required per ASTM F 2329 .

2.1.3 Bolts, Nuts, and Washers (Corrosion-Resistant)

For bolts, nuts, and washers made from corrosion-resistant materials, use the material, grade, type, class, style and finish indicated or best suited for intended use:

a. Bolts - ASTM A193/A193M , Grade B8

b. Nuts - ASTM A194/A194M , Grade 8

c. Plain Washers - UNS S30400 - ASME B18.21.1 , Type B

d. Lock Washers - UNS S30400 - ASME B18.21.1

2.1.4 Set Screws

Use set screws of the socket type, with sockets of the hexagonal or multi-splined shape. Do not use set screws for transmitting torsion.

2.2 FABRICATED METAL ITEMS

For metals, equipment, and miscellaneous material, conform to the requirements referred to in these SPECIFICATIONS and when not specifically covered, furnish metals and materials of standard quality. Use materials with the classification and grades approved by the Contracting Officer's Representative. Products other than those specified may be accepted when it is proved that they are equal in strength, durability, usefulness, and convenience for the purpose intended. In case the Contractor desires to use stock material not manufactured specifically for the work covered by these SPECIFICATIONS, submit evidence that such material conforms to the requirements of the specifications. Assure metals are free from scale, corrosion, and/or objectionable defects.

2.3 COATINGS

2.3.1 Galvanized Coatings

Galvanized coatings shall be applied in a manner and of a thickness and quality conforming to ASTM A 123/A 123M . Where zinc coatings are destroyed by cutting, welding or other causes, the affected areas shall be regalvanized. Coatings 2 ounces or heavier shall be regalvanized with a suitable low-melting zinc base alloy similar to the recommendations of the American Hot-Dip Galvanizers Association to the thickness and quality specified for the original zinc coating. Coatings less than 2 ounces shall be repaired in accordance with ASTM A 780 . Submit galvanizing report containing finish thickness.

2.3.2 Cleaning of Corrosion-Resisting Steel

Oil, paint and other foreign substances shall be removed from corrosion-resisting steel surfaces after fabrication. Cleaning shall be done by vapor degreasing or by the use of cleaners of the alkaline, emulsion or solvent type. After the surfaces have been cleaned they shall be given a final rinsing with clean water followed by a 24 hour period during which the surfaces are intermittently wet with clean water and then allowed to dry for the purpose of inspecting the clean surfaces. The surfaces shall be visually inspected for evidence of paint, oil, grease, welding slag, heat treatment scale, iron rust or other forms of contamination. If evidence of foreign substance exist the surface shall be cleaned in accordance with the applicable provisions of ASTM A 380 .

The proposed method of treatment shall be furnished for approval. After treatment the surfaces shall be visually reinspected. Brushes used to remove foreign substances shall have only stainless steel or nonmetallic bristles. Any contamination occurring subsequent to the initial cleaning shall be removed by one or more of the methods indicated above.

PART 3 EXECUTION

3.1 FABRICATION

3.1.1 General

Assure material is straight before being laid out or worked. If straightening is necessary, use methods that will not impair the metal.

Sharp kinks or bends will be cause for rejection of the material.

Material with welds will not be accepted except where welding is definitely specified, indicated on the drawings, or otherwise approved.

Make bends by dies, press brakes, or bending rolls normally used in this type of fabrication. Accurately cut and neatly finish all portions of the work. Make corners square and true unless otherwise shown.

3.1.2 Dimensional Tolerances for Structural Work

Measure dimensions by an approved calibrated steel tape of approximately the same temperature as the material being measured at the time of measurement. Assure the overall dimensions of an assembled unit are within the tolerances shown or as specified in the particular section of these SPECIFICATIONS for the item of work. Where tolerances are not specified in other sections of these SPECIFICATIONS or shown, an allowable variation of 1/32 inch is permissible in the overall length of component members with both ends milled. For component members without milled ends, do not deviate from the dimensions shown by more than 1/16 inch.

3.2 MACHINE WORK

3.2.1 General

a. For tolerances, allowances, and gages for metal fits between plain, non-threaded, cylindrical parts, conform to ASME B4.1 for the class of fit shown or to the dimensions shown. Where fits are not shown, use good industrial practice for the intended application and obtain approval prior to the beginning of work. Use tolerances for machine-finished surfaces designated by non-decimal dimensions within 1/64-inch unless otherwise specified:

(1) One decimal place (X.X).........0.3

(2) Two decimal places (X.XX).........0.020

(3) Three decimal places (X.XXX).........0.001

b. Allow sufficient excess material stock on surfaces requiring machining to ensure true surfaces of solid material while maintaining the specified minimum or finished plate thickness. Use true and exact finished contact or bearing surfaces to secure full contact. Finish all surfaces in accordance with the contract drawings to ensure proper operation when assembled. Accurately machine parts and assure all like parts are interchangeable. Accurately locate all drilled bolt holes to ensure interchangeability.

3.2.2 Finished Surfaces

Make surface finishes as indicated or specified in accordance with ASME B46.1 . Values of required roughness heights are arithmetical average deviations expressed in micro inches. These values are maximum. Lesser degrees are satisfactory unless otherwise indicated. Determine compliance with surface requirements by electronic profilometer, sense of feel and visual inspection of the work compared to roughness comparison specimens in accordance with the provisions of ASME B46.1 . Use consistent values of roughness width and waviness height with the general type of finish specified by roughness height. Where the finish is not indicated or specified, use the most suitable for the particular surface, provide the class of fit required, and indicate on the shop drawings by a symbol that conforms to ASME B46.1 when machine finishing is provided. Flaws such as scratches, ridges, holes, peaks, cracks, or checks that will make the part unsuitable for the intended use will be cause for rejection.

3.2.3 Unfinished Surfaces

Lay out all work to secure proper matching of adjoining unfinished surfaces unless otherwise directed. Where there is a discrepancy between adjoining unfinished surfaces, grind them smooth or machine to secure proper alignment. Make unfinished surfaces true to the lines and dimensions shown and grind them free of all projections and rough spots.

Fill in depressions or holes not affecting the strength or usefulness of the parts using an approved method.

3.2.4 Pin Holes

Bore pin holes in accordance with the dimensions and tolerances shown or noted.

3.3 SHOP INSPECTION

Inspect each unit prior to assembly to determine the correctness of the fabrication and machining of the component parts. Do not exceed the tolerances shown. Closely check each unit inspected to ensure that dimensions and tolerances are met. Keep an inspection record for review by the Contracting Officer's Representative for each item inspected.

3.4 PROTECTION OF MACHINED SURFACES

Thoroughly clean machined surfaces of foreign matter. Oil unassembled pins and bolts and wrap with moisture resistant paper or protect by other approved means.

3.5 BOLTED CONNECTIONS

3.5.1 Bolt Holes

3.5.1.1 Regular Bolts

Drill holes for regular bolts or subdrill and ream. Accurately locate holes and make holes smooth, perpendicular to the member, cylindrical and not more than 1/16-inch larger than the diameter of the bolt, unless shown otherwise.

3.6 SET SCREWS

Install set screws using Loctite, or approved equal.

3.7 SPECIAL NON-DESTRUCTIVE TESTING

When doubt exist as to the soundness of any part, such part may be subjected to any form of non-destructive testing determined by the Contracting Officer's Representative. This may include ultrasonic, magnaflux, dye penetrant, x-ray, gamma ray, or any other test that will thoroughly investigate the part in question. The cost of such investigation will be borne by the Government only if the part is found not to be defective. Repair or replacement of defective parts and all retesting is at Contractor's expense. This is in addition to the non-destructive testing required by the CQC Plan.

-- End of Section --

DIVISION 40 - PROCESS INTERCONNECTIONS

SECTION 40 05 13.96 26

WELDING

PART 1 GENERAL

1.1 SUBMITTALS

1.2 DEFINITIONS AND SYMBOLS

1.3 PERFORMANCE REQUIREMENTS

1.4 QUALIFICATIONS

1.4.1 Welding Procedure Specifications

1.4.1.1 Previously Qualified Welders and Procedures

1.4.2 Welder and Welding Operator Performance

1.4.2.1 Identification

1.4.2.2 Renewal of Qualification

1.4.3 Inspection and NDE Personnel Qualifications

1.4.3.1 Certified Welding Inspectors

1.4.3.2 NDE Personnel

1.5 DELIVERY, STORAGE, AND HANDLING

1.5.1 Material Control

1.5.2 Damaged Materials

1.5.3 Welding Materials

1.5.3.1 Welding Materials, General

1.5.3.2 Low-Hydrogen Steel Electrodes

1.5.3.3 Partially Used Electrodes

PART 2 PRODUCTS

2.1 MATERIALS

PART 3 EXECUTION

3.1 WELDING OPERATIONS

3.1.1 Base Metal Preparation

3.1.2 Weld Joint Fit-Up

3.1.3 Preheat and Interpass Temperatures

3.1.4 Production Welding Instructions

3.1.5 Postweld Heat Treatment

3.2 EXAMINATIONS, INSPECTIONS, AND TESTS

3.2.1 General

3.2.2 Inspection

3.2.3 Visual Inspection Procedures

3.2.4 Non-Destructive Examination (NDE)

3.2.5 Extent of NDE

3.3 CORRECTIONS AND REPAIRS

3.4 GOVERNMENT QUALITY ASSURANCE

3.4.1 General

3.4.2 Test Coupons

-- End of Section Table of Contents --

SECTION 40 05 13.96 26

WELDING

PART 1 GENERAL

1.1 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals having an "I" designation are for information only.

Designation following the "G" or "I" designation identifies the office that will review the submittal for the Government. Submit in accordance with SECTION 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Welding Procedure Specifications; G, HDC

Procedure Qualification Test Records; G, HDC

Written Practice Manual; G, HDC

Welding Repair Plan; G, HDC

SD-03 Product Data

Electrode and Filler Metal; G, HDC

SD-06 Test Reports

NDE Testing Reports; G, HDC

SD-07 Certificates

Welder Certification; G, HDC

Certified Welding Inspectors; G, HDC

NDE Personnel; G, HDC

1.2 DEFINITIONS AND SYMBOLS

Definitions must be in accordance with AWS A3.0M/A3.0 . Symbols must be in accordance with AWS A2.4 .

1.3 PERFORMANCE REQUIREMENTS

Quality of all joint preparation, welding, and examination is the Contractor's responsibility. Clearly identify and record all materials used in the welding operations. The inspection and testing defined in this SPECIFICATION are minimum requirements. Additional inspection and testing shall be the responsibility of the Contractor when it is deemed necessary to achieve the quality required.

1.4 QUALIFICATIONS

1.4.1 Welding Procedure Specifications

Record in detail and qualify the Welding Procedure Specifications for every proposed welding procedure. Prepare a Welding Procedure Specification for each type of weld joint configuration being used.

Qualification for each welding procedure must conform to the requirements of ASME BPVC SEC IX and to this SPECIFICATION. Describe the type of backing rings or consumable inserts, if used, as well as the removal process.

Submit copies of the welding procedure specifications and procedure qualification test records for each type of welding required. The Welding Procedure Specifications must describe all essential, nonessential, and when required, supplementary essential variables in accordance with

ASME BPVC SEC IX .

Submit product data sheets for the electrode and filler metal to be used with each welding procedure specification at the same time as the applicable welding procedure specification. Approval of any procedure does not relieve the Contractor of the sole responsibility for producing acceptable welds. Identify welding procedures individually and reference them on the shop drawings.

1.4.1.1 Previously Qualified Welders and Procedures

Welding procedures, welders, and welding operators previously qualified by test may be accepted for the work without requalification, provided that all of the following conditions are fulfilled:

a. Copies of the welding procedures, the procedure qualification test records, and the welder and welding operator performance qualification test records are submitted and approved.

b. Testing was performed by an approved testing laboratory or technical consultant or by the Contractor's approved quality assurance organization.

c. The welding procedures, welders, and welding operators were qualified in accordance with ASME BPVC SEC IX , or AWS B2.1/B2.1M and base materials, filler materials, electrodes, equipment, and processes conformed to the applicable requirements of ASME B31.1…