Coffeyville Municipal Light & Power Coffeyville Generation

81799_4520_000005 000005-1

Coffeyville Municipal Light & Power

Coffeyville Generation Facility 2 C4520 – Plant Structural Steel

Burns & McDonnell Project No. 81799 Burns & McDonnell Engineering Company, Inc.

DOCUMENT 000005 - INDEX AND CERTIFICATION PAGE

SPECIFICATION INDEX DOCUMENT / DIVISION

DESCRIPTION NUMBER OF PAGES

5 METALS 22 9 FINISHES 9

CERTIFICATION(S) Structural Scope

I hereby certify that this information in the document was assembled under my responsible charge. This report is not intended or represented to be suitable for reuse by others without specific verification or adaptation by the Engineer. This certification is made in accordance with the provisions of the statutes and rules of the Kansas State Board of Technical Professions.

Bid Document not for Regulatory Approval, Permitting, or Construction Without Engineer’s Seal

Attachment B

Technical Specifications & Drawings

Revision

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81799_4520_011100 011100-1

DIVISION 1 - GENERAL REQUIREMENTS SECTION 011100 - SUMMARY OF WORK

PART 1 - GENERAL

1.01 SUMMARY: A. This SECTION includes basic identification of the Work covered in detail in the complete

Contract.

1.02 PROJECT DESCRIPTION: A. The Project is a natural gas fired reciprocating engine power plant designed for 56 MW

(nominal) net electric power output. B. The Project Site is located at 2610 North 5th Industrial St., Coffeyville Industrial Park,

Coffeyville, KS 67337.

1.03 WORK COVERED BY CONTRACT: A. The Supplier shall be responsible for furnishing all material, tools, equipment, labor,

supervision, and any other incidental items or services necessary to perform all Work described herein.

B. The Work under this Contract includes, but is not limited to, the following items of which are listed for the Supplier’s convenience in understanding the scope of Work:

1. Furnish and deliver DDP jobsite the structural steel as described herein (including but not limited to): a. Silencer Support Structure b. SCR Support Structure c. SCR Outlet Duct and saddle supports d. Charge Air Inlet Ducts and saddle supports e. Radiator Support Structure f. Charge Air Support Structure g. Pipe Bridge Support Structure h. Pipe Rack Support Structure i. All associated Stairs, Treads, Platform Steel, Ladders, Guardrails, Kickplates, and

Grating 2. Furnish and deliver all associated connection hardware for structural steel, including

hardware to connect equipment to structural steel. 3. Delivery Date: As specified in the Contract Documents. Early deliveries, of more than

30 days of Equipment or Materials to the project Site shall require prior approval from Purchaser.

1.04 WORK BY OTHERS: A. C8310 – General Construction: Contract will be responsible for unloading and setting the

Equipment, installing foundations, furnishing all piping connections, and wiring all instruments and powered components. Contract also provides initial fills and tests all piping, instruments, and powered connections to the Equipment.

B. C8110 – Site Development: Provides clearing, grubbing, site grading, surfacing, temporary and finish gravel, seeding and roadways. Installs storm sewer system including detention ponds and HDPE piping. Installs temporary and permanent site fencing. Installs and maintains erosion control during while on site.

SECTION 011100 - SUMMARY OF WORK: continued

011100-2 81799_4520_011100

C. C8320 – Mechanical Installation: Installs all above ground mechanical process piping, piping specials, equipment, and instrumentation. Sets all mechanical equipment and structural steel in the yard of the power plant. Installs all steel in the engine hall supporting engine auxiliary equipment. Supplies and installs fire protection and detection system.

D. C8410 – Electrical Installation: Installs all electrical wiring, cable tray, and electrical equipment. Connects equipment and steel to the Contractor provided below ground grounding grid. Installs roadway light pole foundations, buried conduit for roadway lighting and light poles.

E. C8440 – Above Ground Substation Installation: Installs substation equipment, steel, dead end structure, lighting, fencing and wiring.

F. C9055 – Materials Testing: Third party construction services and material testing including but not limited to compaction, density, moisture, concrete and concrete paving testing.

G. C1210 – Reciprocating Engines: Supply and Install by Others.

1.05 CODES AND STANDARDS A. Design specifications and construction of the Project shall be in accordance with (1) applicable

laws, regulations, codes and standards of the Federal Government and State of Kansas, including those set forth below and, (2) applicable local (including county and city) laws, regulations, codes and ordinances, including those set forth below. Publications from the following nationally recognized organizations are applicable to the engineering, design, manufacture, and testing of the Equipment included in the Specifications to the extent referenced in these Specifications. All references to publications are to the latest issue of each together with all latest addenda, amendments, or additions thereto as of the Effective Date. References shall be made in accordance with the abbreviations listed below. In the event that conflicts arise between the codes, standards of practice, specifications or manufacturer recommendations described herein and codes, laws, rules, decrees, regulations, standards, etc., of the locality where the equipment is to be installed, the more stringent code shall apply. Supplier shall provide a written position of any such conflict clarifications to Owner in writing.

B. Federal Codes:

CAAA Clean Air Act and Amendments CFR Code of Federal Regulations FERC Federal Energy Regulatory Commission NERC North American Electric Reliability Corporation Title 29 Code of Federal Regulations (CFR), Part 1910 Occupational

Safety and Health Standards.

C. Industry Codes:

AA Aluminum Association AASHTO American Association of State Highway and Transportation

Officials ACI American Concrete Institute 318-08 ACI Building Code Requirements for Masonry Structures 530-05 AFPA American Forest and Paper Association AGA American Gas Association


81799_4520_011100 011100-3

AIA American Institute of Architects AISC American Institute for Steel Construction, ASD/LRFD (13th Ed.) AISI American Iron and Steel Institute ANSI American National Standards Institute API American Petroleum Institute ASCE American Society of Civil Engineers 7-05 ASHRAE American Society of Heating, Refrigeration and Air Conditioning ASME American Society of Mechanical Engineers ASTM American Society for Testing and Materials ASNT American Society of Nondestructive Testing AWWA American Water Works Association AWS American Welding Society CRSI Concrete Reinforcing Steel Institute DIN German Standard (Deutsche Institute für Normung) EJMA Expansion Joint Manufacturer’s Association EN European Standard FCI Fluid Control Institute HEI Heat Exchange Institute HI Hydraulic Institute IAPWS International Association for the Properties of Water and Steam IBC International Building Code 2009 ICEA Insulated Cable Engineers Association IEEE Institute of Electrical and Electronics Engineers IES IES Lighting Handbook ISA International Society of Automation ISO International Standard Organization MSS Manufacturers Standardization Society NEC National Electrical Code NEMA National Electrical Manufacturers Association NESC National Electric Safety Code NFPA National Fire Protection Association SMACNA Sheet Metal and Air Conditioner Contractors National Association SSPC Steel Structures Painting Council TEMA UFC Thermal Insulation Manufacturers Association UL Underwriters Laboratories

D. County / City Codes:

Fire Marshall / AHJ 2009 International Fire Code Building Code 2009 International Building Code

1.06 PROJECT SITE CONDITIONS:


011100-4 81799_4520_011100

A. The Project Site has the following Site Conditions: 1. Plant elevation is 755 feet above mean sea level. 2. Indoor Design Temperatures – Engine Halls, Mechanical Rooms

a. Maximum Dry Bulb 120°F b. Minimum Dry Bulb 50°F

3. Outdoor Design Temperatures (2009 ASHRAE)

a. Maximum Dry Bulb (1%) 97.1°F b. Mean Coincident Wet Bulb (1%) 75.8°F c. Minimum Dry Bulb (99.6%) 10.3°F

4. Outdoor Extreme Design Temperatures (2009 ASHRAE) a. Maximum Dry Bulb (n = 1 years) 102.8°F b. Minimum Dry Bulb (n = 1 years) 0.6°F c. Extreme Max Wet Bulb 88.9°F

B. IBC Design Criteria:

1. Occupancy Category: III 2. Wind loads – Section 1609

a. Basic wind speed: V3S = 90 mph b. Exposure category: C c. Wind Importance Factor: Iw=1.15 d. Minimum lateral pressure: ps = 10 psf

3. Seismic loads – Section 1613 a. Seismic Site Class: D b. Seismic Importance Factor: IE=1.25 c. Component Importance Factor: IP = 1.0

(per ASCE 7-05 Section 13.1)


81799_4520_011100 011100-5

d. Design Spectral Response Acceleration (1) Short Period: Ss = 0.193 (2) 1 Second: S1 = 0.063 (3) Max. considered short period: SMS = 0.309 (4) Max. considered 1-second: SM1 = 0.151 (5) 5% damped design short period: SDS = 0.206 (6) 5% damped design 1-second: SD1 = 0.101 (7) Long-Period Transition Period: TL = 12 seconds

e. Seismic Design Category: B 4. Snow loads – Section 1608:

a. Snow Importance Factor: IS = 1.1 b. Ground snow load: pg = 15 psf c. Terrain Category: C

5. Ice Loads a. Ice thickness Importance Factor: Ii = 1.25 b. Wind Concurrent with ice Importance Factor

IW = 1.0

c. Nominal Ice Thickness: t = 1.0” d. Concurrent wind speed VC = 40mph

C. Precipitation 1. Minimum Annual: Unknown 2. Average Annual: 37 inches 3. Maximum Annual: Unknown 4. Maximum 25-year 24 Hour Rain: 8 inches 5. Maximum 24 Hour Snow: 13 inches

D. Prevailing Wind Direction 1. Annual: South

1.07 WORK SEQUENCE: A. General: Supplier shall deliver required documents, submittals, equipment, materials, and

accessories as defined in the Contract Documents..

1.08 SPARE PARTS: A. Supplier shall include in Base Bid, all spare parts required for complete installation and

commissioning of all Supplier supplied Equipment and Materials. Supplier shall also provide a priced list of recommended spare parts for each piece of equipment.

1.09 MEASUREMENT AND PAYMENT: A. Lump Sum Contracts: All Work indicated and specified in the Contract Documents shall be

included in the Lump Sum Agreement.

PART 2 - PRODUCTS - Not Applicable.


011100-6 81799_4520_011100

PART 3 - EXECUTION - Not Applicable.

END OF SECTION 011100

75644_013210 013210-1

SECTION 013210 - PROJECT MEETINGS, SCHEDULES, AND REPORTS

PART 1 - GENERAL

1.01 SUMMARY: A. Project Meetings:

1. Preliminary Conference. 2. Engineering Coordination Meetings

B. Schedules and Reports: 1. Initial Coordination Submittals. 2. Work Progress Schedule. 3. Work Progress Reports.

C. Related SECTIONS: 1. Submittals: SECTION 013301. 2. Equipment and Materials: SECTION 016001.

1.02 PROJECT MEETINGS: A. Preliminary Conference:

1. Engineer will conduct a conference call within 10 Days after the Award Date, to review items stated in the agenda and to establish a working understanding between the parties as to their relationships during performance of the Work. The conference shall be attended by: a. Supplier. b. Owner. c. Supplier's principal Sub-Suppliers, at discretion of Engineer. d. Engineer

2. Meeting Agenda: a. Projected fabrication/construction schedules. b. Project coordination. c. Procedures and processing of: d. Substitutions. e. Submittals. f. Change Orders. g. Applications for Payment. h. Procedures for testing.

3. Location of Meeting: Conference Call 4. Reporting: Within five (5) Days after the meeting, Engineer will prepare and distribute

minutes of the meeting to each party represented. B. Engineering Coordination Meetings:

1. Supplier shall schedule and conduct a conference call at least monthly for coordination during Supplier's equipment engineering and design phase of the Work. Meetings shall be attended by: a. Supplier's representative(s) including engineering personnel. b. Supplier's principal Sub-Suppliers, at Engineer’s discretion. c. Owner d. Engineer.

SECTION 013210 - PROJECT MEETINGS, SCHEDULES, AND REPORTS: Continued

013210-2 75644_013210

2. Meeting Agenda: a. Review of action items. b. Facility design interfaces. c. Equipment and Material procurement status. d. Engineering/fabrication/manufacturing schedules. e. Requests for information (RFIs).

3. Location of Meetings: Conference Call 4. Reporting: Within five (5) days after the meeting, Supplier will prepare and distribute

minutes of the meetings to each party represented.

1.03 SCHEDULES AND REPORTS: A. Initial Coordination Submittals: Within the time indicated in SECTION 013301 Appendix A,

Supplier shall submit to Engineer: 1. A preliminary Work progress schedule. 2. A preliminary schedule of Submittals.

B. Work Progress Schedule: 1. After submittal of preliminary Work progress schedule, submit to Engineer a detailed

Work progress schedule and detailed manufacturing schedule for each piece of Equipment within the time indicated in SECTION 013301 Appendix A. Base the schedule on the preliminary Work progress schedule and incorporate review comments and other feedback.

2. The schedule shall show the Work in a graphic format suitable for displaying scheduled and actual progress. a. Prepare schedules as a horizontal bar chart with separate bar for each major portion

of the Work or operation. b. The schedule shall also show the Work broken down into major phases and key

items with the dates Work is expected to begin and be completed. Sequence of listings shall be in the chronological order of the start of each item of Work.

c. Scale and spacing shall allow space for notations and revisions. d. Sheet size: 8.5 x 11 or 11 x 17 inches.

3. Provide sub-schedules to define critical portions of entire schedules. 4. Coordinate Work progress schedule with Work progress reports and delivery schedule. 5. Engineer will review and comment on Work progress schedule and, upon agreement

between Engineer and Supplier on necessary changes: a. Supplier shall print and distribute copies of the accepted schedule to Owner,

Engineer, Sub-Suppliers, and other parties required to comply with scheduled dates. 6. Supplier shall not change the accepted Work progress schedule without prior written

concurrence of Engineer. 7. Submit to Owner an updated schedule at least once a month. Schedule shall show actual

progress and any proposed changes in the schedule of remaining Work. C. Work Progress Reports:

1. Submit monthly a report on actual Work progress. More frequent reports may be required should the Work fall behind the accepted schedule.

SECTION 013210 - PROJECT MEETINGS, SCHEDULES, AND REPORTS: continued

75644_013210 013210-3

2. Work progress reports shall consist of marked copies of prints made from the accepted Work progress schedule, and a narrative report which shall include but not be limited to the following: a. A description of current and anticipated delaying factors, if any. b. Impact of possible delaying factors. c. Proposed corrective actions.

3. A Work progress report shall accompany each application for partial payment. Work reported complete but not readily apparent to Owner must be substantiated with supporting data.

4. Should operations fall behind accepted schedule to an extent that Supplier’s ability to meet the Guaranteed Delivery Dates appears doubtful to Owner, Owner shall so notify Supplier, and Supplier shall, at no change in Contract Price, take corrective action to get back on schedule, and submit an updated Work progress report to Owner.


PART 3 - EXECUTION - Not Applicable. END OF SECTION 013210

81799_013301 013301-1

SECTION 013301 - SUBMITTALS

PART 1 - GENERAL

1.01 SUMMARY: A. This SECTION includes definitions, descriptions, transmittal, and review of Submittals.

B. Related SECTIONS:

1. Contract Closeout: SECTION 017801.

1.02 GENERAL INFORMATION: A. Definitions:

1. Shop Drawings, Product Data, and Samples are technical Submittals are defined below and are prepared by manufacturer or Supplier and submitted by Supplier to Engineer as a basis for review and approval of the use of Equipment and Materials proposed for incorporation in the Work or needed to describe installation, operation, maintenance, or technical properties, as specified in each DIVISION of the Specifications.

a. Shop Drawings include custom-prepared data of all types including drawings, diagrams, performance curves, material schedules, templates, instructions, and similar information not in standard printed form applicable to other projects.

b. Product Data includes standard printed information on materials, Products, and systems; not custom-prepared for this Contract, other than the designation of selections from available choices.

c. Samples include both fabricated and unfabricated physical examples of Materials, products, and Work; both as complete units and as smaller portions of units of Work; either for limited visual inspection or for more detailed testing and analysis. Mockups are a special form of Samples which are too large to be handled in the specified manner for transmittal of Sample Submittals.

2. Informational Submittals are those technical reports, administrative Submittals, certificates and guarantees not defined as Shop Drawings, product data, or Samples.

a. Technical reports include laboratory reports, tests, technical procedures, technical records, and Supplier's design analysis.

b. Administrative Submittals are those nontechnical Submittals required by the Contract or deemed necessary for administrative records. These Submittals include maintenance agreements, bonds, photographs, physical work records, statements of applicability, copies of industry standards, Contract record data, schedules, security/protection/safety data, and similar type Submittals.

c. Certificates and guarantees are those Submittals on Equipment and Materials where a written certificate or guarantee from the manufacturer or Supplier is called for in the Specifications.

3. Refer to ARTICLES 1.03 and 1.04 of this PART for detailed lists of documents and specific requirements.

B. Quality Requirements:

1. Shop Drawings and Product Data shall be submitted in electronic format. Every line, character, and letter shall be clearly legible and of suitable quality for reproduction.

SECTION 013301 - SUBMITTALS: continued

013301-2 81799_013301

2. Documents submitted to Owner and Engineer that do not conform to specified requirements shall be subject to rejection by Owner and Engineer, and upon request, Supplier shall resubmit conforming documents. Documents rejected due to illegibility or failure to comply with non-technical requirements will not satisfy schedule requirements. If conforming Submittals cannot be obtained, such documents shall be retraced, redrawn, or photographically restored as may be necessary to meet such requirements. Supplier’s failure to initially satisfy the legibility quality requirements will not relieve Supplier from meeting the required schedule for Submittals.

3. Supplier shall be notified of any Submittals rejected prior to review for legibility or formatting reasons by Engineer or Owner. No notification will be provided for Submittals which are not rejected.

C. Language and Dimensions:

1. All words and dimensional units shall be in the English language.

2. Metric dimensional unit equivalents may be stated in addition to the English units. However, English units of measurement shall prevail.

D. Submittal Completeness:

1. Submittals shall be complete with respect to dimensions, design criteria, materials of construction, and other information specified to enable Engineer to review the information effectively.

2. Where standard drawings are furnished which cover a number of variations of the general class of Equipment, each drawing shall be annotated to indicate exactly which parts of the drawing apply to the Equipment being furnished. Use hatch marks or X-outs to clearly indicate variations, optional equipment, or other items which do not apply to the Submittal and circle or box all selected variations, optional equipment, or other applicable selections. The use of “highlighting markers” will not be an acceptable means of annotating Submittals. Such annotation shall also include proper identification of the Submittal permanently attached to the drawing.

3. Reproduction or copies of Contract drawings or portions thereof will not be accepted as complete fabrication or erection drawings, but will be acceptable when used by Supplier as a drawing upon which to indicate information on erection or to identify detail drawing references. Whenever the Contract drawings are revised to show that additional Supplier's information, Engineer's title block shall be replaced with Supplier's title block, and Engineer's professional seal shall be removed from the drawing.

E. Form of Submittals:

1. Supplier shall have one contact person for submitting and retrieving documents. a. This person will be responsible for making sure all documents are submitted

properly. b. This person will be receiving an email every week stating what needs to be

resubmitted. (1) All submittals with an action status of “B”, “C”, or “D” need to be

resubmitted as described herein. 2. Submittal Documents

a. Name of file must include: (1) Specifications SECTION number in front of filename


81799_013301 013301-3

(2) Must be short and specific to the file b. Name of file must NOT include:

(1) Revision number/letter (2) Date (3) The word “Submittal”

c. All documents that are supplied by the Supplier must be .PDF formatted d. A Submittal Block will be provided to Supplier as a .JPEG file. e. The submittal block must be included on:

(1) Each individual PDF drawing. (one drawing per PDF file) (2) The first page of each document that is NOT a drawing.

f. When submitting: (1) See Appendix E for submittal instructions on the Webtools site. (2) Send a transmittal letter by email to: [email protected], with cc:

[email protected] and [email protected]. (3) On the transmittal letter:

1) Include a description for each file 2) State what revision the file is.

(4) State the project number (81799), project description, Contract number CXXXX (where ‘XXXX’ is to be replaced by the actual 4 digit number), and the number indicating the submittal number (1, 2, 3, etc.) within the e-mail

g. Return Submittal: (1) Make sure the file name has stayed exactly the same as when you first

submitted it. (2) Pick up any of Engineer’s comments and make the necessary changes to the

original document/drawing. (3) If you are making a change or verifying information on any document,

provide comment clouding on these items. (4) If the Engineer has made comments and you need to add or delete pages

from your original document: (a) Place an “X” through the page to delete it (b) Add additional pages to the end of the PDF.

3. Document Pick-Up a. Supplier will receive an e-mail stating that your package is ready to be picked up. b. Click on the Webtools link. c. Download the package.

(1) Included in the package are: (a) A return transmittal letter listing the document being returned and

what action status they are given. (b) Documents that are being returned with the submittal block filled out.

d. Pick-up or respond to all comments from the Engineer. e. Resubmit any required documents as described above. Cloud all changes and

increase the revision for all resubmitted documents.

1.03 TECHNICAL SUBMITTALS: A. Provide required Submittals as specified in Appendix A and in the Specifications. Additional

information about Submittals listed in Appendix A is provided in Appendix C. All durations are Days.

B. Schedule of Submittals:


013301-4 81799_013301

1. Prepare for Engineer's concurrence a schedule for submission of all Submittals specified or necessary for Engineer's approval of the use of Equipment and Materials proposed for incorporation in the Work or needed for proper installation, operation, or maintenance. Submit the schedule with the Work progress schedule. Schedule submission of all Submittals to permit review, fabrication, and delivery in time to not cause delay in the Work of Supplier or its Sub-Suppliers or any other contractors as described herein.

2. In establishing schedule for Submittals, allow 14 Days in Engineer's office for reviewing original submittals and 14 Days in Engineer's office for reviewing resubmittals. For submittals exceeding 20 drawings, Engineer and Owner may request additional time for review within 2 days of submittal receipt.

3. Submittals requiring revision shall be resubmitted within 14 Days after receipt of Engineer's review notations.

4. The schedule shall indicate the anticipated dates of original submission for each item and Engineer's approval thereof, and shall be based upon at least one resubmission of each item.

5. Schedule all Submittals required for submission within the time specified for each in Appendix A.

6. Resubmit Submittals the number of times required for Engineer's action stamp to read either A, F, or G as described below. However, any need for resubmittals in excess of the number set forth in the accepted schedule, or any other delay in obtaining approval of Submittals, will not be grounds for extension of the Contract Time provided Engineer completes its reviews within the times specified. Supplier shall not commence production of any part of the Equipment and Materials affected thereby until such Submittal has been reviewed and approved by Engineer.

C. Transmittal of Submittals:

1. All Submittals (shop drawings, product data, and samples) for Equipment and Materials furnished by manufacturers and Supplier shall be submitted to Engineer by Supplier.

2. Transmit all Submittals to Engineer for approval as follows:

a. Include Submittal Information Block:

(1) Electronic files of Submittal Information Blocks will be provided to Supplier for use on electronic Submittals.

(2) An example of the Submittal Information Block is included as Appendix B to this Section.

b. Mark each Submittal by Project name and number, Contract title and number, and the applicable Specifications SECTION and Article numbers.

c. Check and include Supplier's approval for Submittals of Supplier and manufacturers prior to transmitting them to Engineer. Supplier’s approval shall constitute a representation to Owner and Engineer that Supplier has determined and verified all design criteria, quantities, dimensions, materials, catalog numbers, compliance with applicable laws and regulations, and similar data, or Supplier assumes full responsibility for doing so, and that Supplier has coordinated each Submittal with the requirements of the Work and the Contract.


81799_013301 013301-5

d. At the time of each submission, call to the attention of Engineer in the transmittal letter any deviations from the requirements of the Contract.

e. Make all modifications noted or indicated by Engineer and return revised Submittals until approved. Direct specific attention in writing, or on revised Submittals, to changes other than the modifications called for by Engineer on previous Submittals. Previously approved Submittals transmitted for final distribution will not be further reviewed and are not to be revised. If errors are discovered during manufacture or fabrication, correct the Submittal and resubmit for review.

f. Resubmitted files shall be indicated on the transmittal letter by a later date and revision number than the previous submissions.

g. Following completion of the Work and prior to final payment, furnish record documents and approved Samples and Shop Drawings necessary to indicate "as constructed" conditions, including field modifications, in the number of copies specified. Furnish additional copies for insertion in Equipment instruction books and operating manuals as required. All such copies shall be clearly marked "PROJECT RECORD."

(1) Submit a final record copy of a master field drawing list which shall indicate the final revision status of each drawing on the list.

3. Quantity Requirements:

a. Except as otherwise specified in Appendix A, transmit all Shop Drawings in the following quantities:

(1) Initial Submittal:

(a) Per Appendix A, this Section.

(2) Resubmittals:

(a) Per Appendix A, this Section.

(3) Submittal for final distribution:

(a) Paper - One copy to Owner, One copy to Engineer.

(b) Electronic - One CD-ROM or flash drive copy to Engineer in native format. Drawings shall be provided as AutoCAD 2012 or later files.

(4) As-constructed documents:

(a) Paper - One copy to Owner, one copy to Engineer.

(b) Electronic - Three CD-ROM or flash drive copies to Engineer in native format. Drawings shall be provided as AutoCAD 2012 or later files.

b. Transmit Submittals of product data as indicated for Shop Drawings above.

c. Transmit Submittals of Material Samples, color charts, and similar items as follows:

(1) Initial Submittal – Two to Engineer. One to Owner.

(2) Resubmittal – Two to Engineer. One to Owner.


013301-6 81799_013301

(3) Upon approval, Sample(s) will not be returned to Supplier.

d. Except as otherwise specified in Appendix A, transmit Submittals of Equipment instruction books and operating manuals as follows:

(1) Initial Submittal:

(a) Paper - No copies to Engineer. One copy to Owner. Only Engineer’s comments will be returned to Supplier.

(b) Electronic - One copy to Engineer. One copy to Owner.

(2) Resubmittals:

(a) Paper - No copies to Engineer. One copy to Owner. Only Engineer’s comments will be returned to Supplier.

(b) Electronic - One copy to Engineer. One copy to Owner.

(3) Submittal for Final Distribution:

(a) Four paper copies to Owner upon Engineer’s written authorization.

(b) One CD-ROM or flash drive copy to Engineer as PDF files and Two CD-ROM or flash drive copies to Owner.

e. All Submittals provided in PDF format shall contain searchable text.

f. When all Submittals have been updated to "as-constructed" conditions, transmit to Engineer three copies and Owner five copies each of manuals on CD-ROM.

g. Owner may copy and use for internal operations and staff training purposes any and all document Submittals required by this Contract and approved for final distribution, whether or not such documents are copyrighted, at no additional cost to Owner. If permission to copy any such Submittal for the purposes stated is withheld from Owner by manufacturer or Supplier, the Supplier shall provide to Owner 50 copies plus the number of copies required by Supplier at each final distribution issue.

4. Supplier’s erection drawings and other Submittals required for installation of Equipment furnished under this Contract for installation under other contracts will be transmitted electronically to installing contractor by Engineer in the final distribution of such Submittals.

5. Information to Manufacturer's District Office: Supplier shall arrange for manufacturers and suppliers of Equipment or Materials to furnish copies of all agreements, drawings, specifications, operating instructions, correspondence, and other matters associated with this Contract to the manufacturer's district office servicing Owner. Insofar as practicable, all business matters relative to Equipment and Materials included in this Contract shall be conducted through such local district offices.

D. Engineer's Review:

1. Engineer will review and take appropriate action on Submittals in accordance with the accepted Schedule of Submittals. Engineer's review and approval will be only to determine if items of Equipment and Materials covered by the Submittals are compatible with the design concept and conform to information given in the Contract.


81799_013301 013301-7

2. Such review and approval will not extend to design data reflected in Submittals which is peculiarly within the special expertise of Supplier. Review and approval of a component item as such will not indicate approval of the assembly in which the item functions.

3. Engineer's review and approval of Shop Drawings, product data, or Samples will not relieve Supplier of responsibility for any deviation from requirements of the Contract Documents unless Supplier has in writing called Engineer's attention to such deviation at the time of submission, and Engineer has given written concurrence in and approval of the specific deviation. Approval by Engineer shall not relieve Supplier from responsibility for errors or omissions in Submittals.

E. Submittal Action Stamp:

1. Engineer's review action stamp, appropriately completed, will appear on all Submittals of Supplier when returned by Engineer. Review status designations listed on Engineer's action stamp are defined as follows:

A - SUBMITTAL APPROVED Signifies Equipment or Material represented by the Submittal conforms to the design concept and complies with the intent of the Contract and is approved for incorporation in the Work. Supplier is to proceed with fabrication or procurement of the items and with related Work. Copies of the Submittal are to be transmitted to Engineer for final distribution.

B - SUBMITTAL APPROVED AS NOTED (RESUBMIT) Signifies Equipment or Material represented by the Submittal conforms to the design concept and complies with the intent of the Contract and is approved for incorporation in the Work in accordance with Engineer's notations. Supplier is to proceed with fabrication or procurement of the items and with related Work in accordance with Engineer's notations and is to submit a revised Submittal responsive to notations marked on the returned Submittal or written in the letter of transmittal.

C - SUBMITTAL RETURNED FOR REVISION (RESUBMIT) Signifies Equipment or Material represented by the Submittal appears to conform with the design concept and comply with the intent of the Contract but information is either insufficient in detail or contains discrepancies which prevent Engineer from completing its review. Supplier is to resubmit revised information responsive to Engineer's annotations on the returned Submittal or written in the letter of transmittal. Fabrication or procurement of items represented by the Submittal and related Work is not to proceed until the Submittal is approved.

D - SUBMITTAL NOT APPROVED (SUBMIT ANEW) Signifies Equipment or Material represented by the Submittal does not conform to the design concept or comply with the intent of the Contract and is disapproved for use in the Work. Supplier is to provide Submittals responsive to the Contract.

E - PRELIMINARY SUBMITTAL Signifies Submittals of such preliminary nature that a determination of conformance with the design concept or compliance with the intent of the Contract must be deferred until additional information is furnished. Supplier is to submit such additional information to permit layout and related activities to proceed.


013301-8 81799_013301

F - FOR REFERENCE, NO APPROVAL REQUIRED Signifies Submittals which are for supplementary information only; pamphlets, general information sheets, catalog cuts, standard sheets, bulletins and similar data, all of which are useful to Engineer or Owner in design, operation, or maintenance, but which by their nature do not constitute a basis for determining that items represented thereby conform with the design concept or comply with the intent of the Contract. Engineer reviews such Submittals for general content but not for basic details.

G - DISTRIBUTION COPY (PREVIOUSLY APPROVED) Signifies Submittals which have been previously approved and are being distributed to Supplier, Owner, and others for coordination and construction purposes.

F. Instruction Books and Operating Manuals:

1. In addition to electronic Submittals specified above, Equipment instruction books and operating manuals prepared by the manufacturer shall include the following:

a. Index and tabs.

b. Instructions for installation, start-up, operation, inspection, maintenance, parts lists and recommended spare parts, and data sheets showing model numbers.

c. Applicable drawings.

d. Warranties and guarantees.

e. Name and address of nearest manufacturer-authorized service facility.

f. All additional data specified.

2. Each hard copy of the manuals shall be assembled and bound in black three-ring binders designed for rough usage. Binders shall be as specified below.

a. Front covers and spine of the manuals shall be permanently marked with white lettering indicating Owner’s name, plant name, unit number, name of equipment, volume number if applicable, contract number, name of Supplier, Supplier’s address, and year of manufacture. See Appendix D of this SECTION for more details.

Manufacturer ViaTech Publishing Solutions or approved equal 424 North Cedarbrook Avenue Springfield, Missouri 65802 1-800-888-0823

Binder type Swing Hinge C78 Split Prong

Construction Stiff binder board

Covering Supported vinyl skytogen liner

Material and color Black imitation leather (Material Code NV899)

Font News Gothic Condensed

Imprinting Foil stamp in accordance with Appendix D of this section. Imprinting color is to be white.


81799_013301 013301-9

Capacities available Split prong swing hinge 2 inch or 3 inch as required.

b. Binder capacities shall not exceed 3 inches, nor shall material included exceed the designed binder capacity. If material to be bound exceeds capacity rating, multiple volumes shall be furnished. Binder capacity should not be more than approximately ½- inch greater than the thickness of the material within the binder.

c. Submit mockup of cover and spine for Engineer's review.

G. Samples:

1. Office Samples shall be of sufficient size and quantity to clearly illustrate the following:

a. Functional characteristics of the product, with integrally related parts and attachment devices.

b. Full range of color, texture, and pattern.

c. Material, manufacturer, pertinent catalog number, and intended use.

1.04 INFORMATIONAL SUBMITTALS: A. Informational Submittals are comprised of technical reports, administrative Submittals, and

guarantees which relate to the Work, but do not require Engineer approval prior to proceeding with the Work. Informational Submittals include:

1. Test reports.

2. Certification on Materials:

a. Steel mill tests.

3. Shipping and/or packing lists.

4. Job progress schedules.

5. Equipment and Material delivery schedules.

6. Warranties and guarantees.

7. Welder qualification records.

8. Welding procedures qualification tests.

9. X-ray and radiograph reports.

10. Hydrostatic testing.

B. Transmittal of Informational Submittals:

1. All informational Submittals furnished by manufacturers and suppliers shall be submitted to Engineer by Supplier unless otherwise specified.

a. Identify each informational Submittal by Project name and number, Contract title and number, and the Specifications SECTION and Article numbers marked thereon or in the letter of transmittal. Unidentifiable Submittals will be returned for proper identification.

b. At the time of each submission, call to the attention of Engineer in the letter of transmittal any deviations from the requirements of the Contract.


013301-10 81799_013301

2. Quantity Requirements:

a. Technical reports and administrative Submittals except as otherwise specified:

(1) Paper: One copy each to Engineer and Owner.

(2) Electronic: One copy each to Engineer and Owner.

3. Test Reports:

a. Responsibilities of Supplier, Owner, and Engineer regarding tests and inspections of Equipment, Materials, and completed Work are set forth elsewhere in this Contract.

b. The party specified responsible for testing or inspection shall in each case, unless otherwise specified, arrange for the testing laboratory or reporting agency to distribute one electronic copy of the test reports to Owner, Engineer, and Supplier.

C. Engineer's Review:

1. Engineer will review informational Submittals for indications of Work or Material deficiencies.

2. Engineer will respond to Supplier on those informational Submittals which indicate Work or Material deficiency.


PART 3 - EXECUTION - Not Applicable. END OF SECTION 013301

A P P E N D I X A SUBMITTAL SCHEDULE LEGEND: E = Electronic Copy; P(x) = Paper Copy (no. of copies); ARO = After Receipt of Order

81799_4520_013300-APPENDIX A 013300-APPENDIX A-1

ID Description Subj.

To LD’s

With Proposal (for bid

evaluation and award)

For Approval (required prior to fabrication)

For Information / Certification / Construction

(conformed including Owner’s and Engineer’s comments)

1 Notice of Shipment E – 30 Days prior to shipment

2 Preliminary Manufacturing Schedule for each piece of equipment E – 10 Days ARO

3 Schedule of Submittals E E – 7 Days ARO

4 Detailed Manufacturing Schedule with milestones E – 10 Days ARO

5 Detailed drawing list with submittal dates E – 10 Days ARO

6 Detailed Work Progress Schedule E – 10 Days prior to delivery

7 Packing Lists P (1) – With each shipment

8 Bills of Materials E – 60 Days ARO

9 Unloading, Handling & Storage Requirements and Procedures P (1), E – With Notice

of Shipment

10 Material Safety Data Sheets (if applicable) P (4), E – With Notice of Shipment and with each Shipment

11 Steel Member Fabrication Drawings E – 20 Days ARO E – 30 Days ARO

12 All Other Drawings E – 20 Days ARO E – 30 Days ARO

013301-APPENDIX B

APPENDIX B

SUBMITTAL INFORMATION BLOCK

1. Use this decal on all shop drawings, whether prepared by Supplier or Sub-Supplier. Place as near as possible to the drawing title in the lower right corner.

2. Affix the gummed edge paper information blocks to all “product data” type Submittals immediately inside the front cover.

Project Supplier Identification Date Engineer Received

Supplier: _________________________________ Project Name: ____________________________

Project No.: ______________________________ Engineer’s Action Contract Title: ____________________________ (See Contract Documents)

Contract No.: ____________________________

Spec. Section No.: ________________________ Initials & Date Initials & Date

Supplier's Approval: Submission of this document shall represent contractor's approval as specified in the Contract. Supplier remains liable for accuracy of Submittals as provided in the Contract.

A______________ E______________ B______________ F______________ C______________ G______________ D______________

Supplier to fill in all blanks without preprinted information For the use of Engineer

013301-APPENDIX C

APPENDIX C SUBMITTAL DESCRIPTION

System I/O list Tabulation of all inputs and outputs associated with a PLC or DCS to

be used to control the supplied system. Electrical Schematic Detailed schematics showing each and every light, switch, controller,

relay, timer, etc., associated with a systems control circuit All voltage and current ratings Special wiring requirements (coax, high temp., etc.) Control Panel Front View & Internal Wiring Diagram Physical diagrams of all supplied control panels (internal and

external) All light and switches including color All wiring internal to the panel All Tagging/Labeling Panel NEMA rating Electrical Load List Tabulation of all motors (load in hp) Tabulation of all variable speed drives (load in kW) Tabulation of all 120V vital ac loads (load in kW) Tabulation including hp, voltage, and number of phases Electrical Equipment Layout Physical drawing showing the location of each of the electrical

interface points and elevation of equipment in respect to the plant elevation

Location of each device that requires Owner’s cable to be run to it Equipment Installation Details Drawings showing how to install all devices that require field

installation Details including support/mounting devices Instrument installation details including tubing installation from root

valve to the instrument including tubing size, slope, valve manifold, etc.

Interconnection Wiring Diagrams Overall system diagram showing 100% of the field wiring required Interface of each device or panel being supplied in the system Voltage and current ratings Control Logic Diagrams Normal start/stop sequence Alarm development Identification of all time delays Auto stop/start sequence Identification of digital control Identification of analog control P&ID's System diagrams of all system piping Identification of all instruments, pressure switches, limit switches,

temperature elements, etc. Identification of interface (PLC, DCS, or hard wired interlocks) for

each device Identification of valves, pumps, etc. Identification of all pipe size, materials, and schedule General Arrangement Drawings Dimension and location (plan and elevation) of all equipment

including locating dimensions in respect to the plant columns and elevation of equipment in respect to the plant elevation

Identification of all pull space requirements Identification of all access/maintenance requirements

Foundation Details Foundation details/outlines depicting overall dimensions, pad and

blockout requirements, anchor bolt locations and details, and any additional information necessary to establish the foundation arrangement

Either actual or "not-to-exceed" foundation design loads, and their points of application, for all applicable load cases and/or combinations (i.e., dead load, live load, wind, seismic, dynamic, etc.)

Identification of loading directions, magnitudes, and any other permanent data required for the foundation design

Structural and Miscellaneous Steel Certified shop drawings and erection diagrams for all structural steel

and miscellaneous steel Documents prepared in accordance with the AISC specification for

the design, fabrication, and erection of structural steel for buildings Outline Drawings Outline dimensional drawing Location of all interface connections (plan and elevation) Recommended/required mounting details clearly depicting bolting

location, size, material, and projection requirements, or sufficient data such that the Engineer can establish such requirements (for dynamic equipment or machinery data include operating speeds, rotating masses, centers-of-gravity, eccentricities, etc.)

Weight and center of gravity Type of interface connection (e.g., 150 lb. RF flange, welded, weld

end preparation, wall thickness or schedule, etc.) Allowable loads for all nozzles Removal space/maintenance requirements Special rigging requirements Thermal movements of all nozzles (if applicable) Piping Information Physical drawing showing the routing of all vendor supplied pipe Location of pumps, valves, traps, strainers, instrument connections,

etc. on the piping drawing Location of all Owner/Vendor interface points (plan and elevation)

for large and small pipe Drawing including locating dimensions in respect to the plant

columns and elevation or centerline of equipment Allowable loads and movements for all interface points Support locations and details Identification of pipe sizes, materials, valves, pumps, insulation, etc. Field weld locations Wall/floor penetration requirements Pipe movements in excess of 1 inch Design/service conditions (temperature/pressure) O & M Manuals Description of equipment Theory of operation Troubleshooting Equipment drawings Installation instructions Maintenance instructions Sub-supplier component list

013301-APPENDIX D

APPENDIX D

TYPICAL INSTRUCTION BOOK COVER

NAME OF

EQUIPMENT

Owner’s Name

Owner’s Facility Name

CONTRACT NUMBER XXXX

VOLUME NUMBER*

Owner’s Name

Owner’s Facility or Plant Name

INSTRUCTION BOOK FOR

NAME OF EQUIPMENT VOLUME NUMBER*

CONTRACT NUMBER XXXX

SUPPLIER'S NAME SUPPLIER 'S ADDRESS

SUPPLIER’S ORDER NUMBER

Equipment Tag Number(s)

36

24

36 36 36 36

24

24 24 24

24

(Spine) (Cover) NOTES: 1. All lettering shall be a block style font such as Arial. 2. All spine lettering shall be 14 point. 3. Cover lettering shall be point sizes indicated in column to right of cover illustration. 4. *Volume number required only if instructions are contained in more than one volume

Appendix E Vendor Submittal Reference Document

9400 Ward Parkway • Kansas City, MO 64114-3319 Tel: 816 333-9400 • Fax: 816 333-3690 • www.burnsmcd.com

013301-Appendix E-1 REV: B

Overview: The following procedure is for vendors, suppliers, or contractors who will be issuing submittals to Burns & McDonnell (BMcD). If you have questions about uploading submittals, please email or call your BMcD contact. It is a step by step guide on:

Login options o Logging in o Resetting the Password o Forgotten Passwords

Preparing and Delivering a Submittal o Creating a Submittal o Notification of Receipt

Picking up a Reviewed or Rejected Submittal o Notification of Completed/Rejected Documents o Download of Completed/Rejected Documents




Logging In: Log into BMcD WebTools at http://webtools.burnsmcd.com using the username and password sent to you by Burns and McDonnell’s IT support group.

Note: Accounts are user specific. Do not share the username and password. Others who wish to access the system should request a separate account.

Previously you were not able to change the password you received, but now it can be reset after using the initial password from BMcD. After changing the password it cannot be changed again for 24 hours. Previously used passwords cannot be used again. The Domain is BMCDEXT and should preface your username. To Login: The Domain is BMCDEXT\and should be typed in before the user name. Example: BMcDext\[user ID] so the information would be BMcDEXT\ext_jdoe.

a. You may change your password by checking the box for I want to change my password after logging on.

b. If you forgot your password you can have a new password sent to you by clicking the “Forgot your password?”




Login Screen:




Set New Password screen:

The new password must meet BMcD password requirements: The password has to be at least eight characters long. The password must contain characters from at least three of the following

categories: English uppercase characters (A - Z) English lowercase characters (a - z) Base 10 digits (0 - 9) Non-alphanumeric (For example: !, $, #, or %) The password cannot contain three or more characters from the user's

account name.




If you forgot your password you can have a new password sent to you by clicking the “Forgot your password”. If so, the following screen will appear for requesting a new password. Request New Password screen:




Creating a Submittal: If your password does not need to be changed, use your current User ID and Password to log into WebTools.

Your username and password information will be automatically populated into the BMcD Login screen.

1. To create a submittal click in the Project/Program text box and fill in with the appropriate project name or program number, then click Create Submittal. If a reminder of the appropriate project number is needed, log in to WebTools and view the available project number folders. By clicking on the “Documents” folder the list of available project number will be seen. Descriptions of those projects will be given on the right hand window pane. After the proper project number is verified, log back out to return to the Create Submittal option. Note: When creating a Submittal, the Repository information is not needed. If the number is incorrectly entered the following error message will be displayed. Check the number, if you believe you received this message in error you will need to contact your BMCD Document Control contact.




If this is the first time you are visiting the Submittal screen then you will be prompted to load the ActiveX Add-On that will allow you to drag and drop documents into the screen. Click on Install to load the ActiveX Add-On. Note: Some companies prohibit the install of an ActiveX Add-On. If this is the case for your system administrators please contact your BMcD representative.

After installing the Active X component, the window is now ready for files to be drag and dropped directly into the grid part of the window.




2. Select the files from your system and drag them into the window.

One of two options may be used in the Create Submittal window: Drag and drop a File Use the Add Folder or Add Files buttons in the Document Submittal window.

A vendor transmittal number will be assigned to the Submittal upon receipt. If preferred, a transmittal may be created and added to the list of files as a separate document. Please check with your project team for specific submittal needs. The Filename, client name, and project number will be pre-populated in the Create

Submittal window. Before dragging the files into the window make sure they follow the file naming requirements.

Filename should be the same as the Drawing Name or Document Number. Do not include the following in the filenames:

a. Revision b. Dates c. Transmittal Information

Note: If the document is being resubmitted then the filename must match EXACTLY with the previous submittal name.

Valid filename examples: A07-9877-8-1.pdf, M-114-1-par.pdf, A-347-wps.pdf, 18555-18 ASME calcs.pdf, Terminal Point List.pdf




Description is required and should relate to the document title from the title block of the

drawing. Valid description include: General Arrangements, Weld Procedures, Code Calcs, Terminal Point List, Wiring Diagram – Analyzer.

Revision should be the actual revision from the document title block. If the document does not have a revision enter a dash/hyphen (-).

Items with an * in the column name are required. Items that do not include the * may still be required by your project. Please fill in as much detail as possible unless directed otherwise by your BMCD Document Control contact. Note: Columns in the window may be resized as needed. If a drop down list is supplied then only those values may be selected. To narrow a list of items or if a value is known, it may be typed or the copy/paste option may be used into the drop down.




3. Click on the Upload Submittal and the files will begin to load.

4. When complete you will be prompted that the Package was successfully received. Click OK

and you will be returned to the Login Window.

Notification of Receipt:

Within a few minutes you will receive an email notice that will include a link to a transmittal receipt. If there is a correction made to the submittal you may receive an additional notice that will include a link to the updated transmittal receipt.




Picking up a Reviewed Submittal If your Submittal is being return after a review or is rejected, you will receive an email from the system with a link to a zip file consisting of the files. 1. To pick up the files, Click the File link.

2. After logging into WebTools you will be directed to the document for pickup. Click

on Download to get a copy of the file.

3. Select a location on your hard drive to save the file and click ok.

81799_016001 016001-1

SECTION 016001 - EQUIPMENT AND MATERIALS

PART 1 - GENERAL

1.01 SUMMARY: A. This SECTION includes general requirements for transportation and handling, delivery,

storage, and protection of Supplier-furnished Equipment and Materials.

B. Related SECTIONS:

1. Submittals: SECTION 013301.

1.02 DEFINITIONS: A. Terms used in this SECTION are not intended to negate the meaning of other terms used in

the Contract , including such terms as "systems," "structures," "finishes," "accessories," "furnishings," "special construction," and similar terms. Such terms are self-explanatory and have recognized meanings in the construction industry.

1.03 QUALITY ASSURANCE: A. Equipment and Material incorporated into the Work:

1. Conform to the Specifications and applicable codes, standards, and requirements of regulatory agencies.

2. Provide Products that comply with the requirements of the Contract, undamaged and, unless otherwise indicated, new and unused at the time of installation. Provide Products that are complete with all accessories, trim, finish, safety guards, and other devices and details needed for a complete installation and for the intended use and effect.

a. Standard Products: Where they are available and comply with the Specifications, provide standard Products of types that have been produced and used successfully in similar situations on other projects.

b. Continued Availability: Where, because of the nature of its application, Owner is likely to need replacement parts or additional amounts of a product at a later date, either for maintenance and repair or replacement, provide standard Products for which the manufacturer has published assurances that the products and its parts are likely to be available to Owner at a later date.

3. Comply with size, make, type, and quality specified, or as specifically approved in writing by Owner.

4. Manufactured and Fabricated Products:

a. Design, fabricate, and assemble in accordance with the applicable standard trade, engineering, and shop practices.

b. Manufacture like parts of duplicate units to standard sizes and gages, to be interchangeable.

c. Two or more items of the same kind shall be identical, by the same manufacturer.

d. Equipment and Material shall be suitable for service conditions intended.

e. Equipment capacities, sizes, and dimensions shown or specified shall be adhered to unless variations are specifically approved in writing by Owner.

SECTION 016001 - EQUIPMENT AND MATERIALS: Continued

016001-2 81799_016001

5. Do not use Material or Equipment for any purpose other than that for which it is designed or is specified.

B. Nameplates: Except for required labels and operating data, do not attach or imprint manufacturer's or producer's nameplates or trademarks on exposed surfaces of products that will be exposed to view in occupied spaces or on the exterior.

1. Labels: Locate required product labels and stamps on concealed surfaces or, where required for observation after installation, on accessible surfaces that are not conspicuous.

2. Equipment Nameplates: Provide a permanent nameplate on each item of service-connected or power-operated Equipment. Locate on an easily accessible surface that is inconspicuous in occupied spaces. The nameplate shall contain the following information and other essential operating data:

a. Name of product and manufacturer including address and telephone number.

b. Model and serial number.

c. Capacity.

d. Speed.

e. Ratings.

C. Electronic Equipment Compliance:

1. Supplier warrants that all equipment, devices, items, systems, software, hardware, or firmware provided shall properly, appropriately, and consistently function and accurately process date and time data (including without limitation: calculating, comparing, and sequencing). This warranty supersedes anything in the Contract which might be construed inconsistently. This warranty is applicable whether the equipment, device, item, system, software, hardware, or firmware is specified with or without reference to a manufacturer's name, make, or model number.

1.04 TRANSPORTATION AND HANDLING: A. Shipment Preparation:

1. Supplier shall prepare Equipment and Materials for shipment in a manner to facilitate unloading and handling, and to protect against damage or unnecessary exposure in transit and storage. Provisions for protection shall include the following:

a. Crates or other suitable packaging materials.

b. Covers and other means to prevent corrosion, moisture damage, mechanical injury, and accumulation of dirt in motors, electrical equipment, and machinery.

c. Suitable rust-preventive compound on exposed machined surfaces and unpainted iron and steel.

d. Grease packing or oil lubrication in all bearings and similar items.

B. Marking: Tag or mark each item of Equipment and Material as identified in the delivery schedule or on Submittals and include complete packing lists and bills of material with each shipment. Each piece of every item need not be marked separately provided that all pieces of each item are packed or bundled together, and the packages or bundles are properly tagged or marked.

SECTION 016001 - EQUIPMENT AND MATERIALS: continued

81799_016001 016001-3

C. Bills of Material: Supplier shall mail bills of material to Engineer prior to delivery of each shipment and shall include bills of material with each shipment.

D. Delivery:

1. Furnish Engineer all requirements for unloading and handling of Equipment and Materials upon delivery sufficiently in advance to allow installing contractor sufficient preparation time. Include type and capacity of unloading equipment required as applicable.

2. Deliver Equipment and Materials in an undamaged condition, in original containers or packaging, with identifying labels intact and legible.

3. Mark partial deliveries of component parts to identify the Equipment or Material, to permit easy accumulation of parts, and to facilitate assembly.

E. Receipt and Unloading:

1. Deliver all Equipment and Materials complete with packing lists and bills of material. Installing contractor will furnish receipts to shipper upon delivery.

2. Installing contractor will receive, check, unload, inventory, accept, and store all Equipment and Materials delivered to the Point of Delivery in accordance with proper notice. Installing contractor will report any damage to prior to or during unloading and notify Owner’s site representative of any shortage at time of delivery. Owner’s site representative will verify such reports and so notify Supplier.

1.05 STORAGE AND PROTECTION: A. Storage Requirements:

1. Furnish Engineer all requirements for storage and protection of all Equipment and Materials with notice of shipment, to allow installing contractor sufficient preparation time.

2. Installing contractor will furnish all facilities needed for storage of Equipment at the Project Site.

3. Installing contractor will assume responsibility for and protect all Equipment in accordance with Supplier's recommendations.

PART 2 - PRODUCTS - Specified in applicable Sections.



81799_017501 017501-1

SECTION 017501 - MANUFACTURER'S FIELD SERVICES

PART 1 - GENERAL

1.01 SUMMARY: A. This SECTION includes requirements of manufacturers of Equipment and Materials for Field

Services as defined and specified herein to be performed at the Project Site in regards to erection, start-up, and testing of Equipment and Materials.

1.02 SERVICES REQUIRED: A. Services with Equipment and Materials furnished under this Contract:

1. Furnish the services of qualified, competent field representative and necessary assistants for Equipment and Materials furnished under this Contract, as required to perform all manufacturers' Field Services called for in the Specifications. Field representative shall be certified by the manufacturer of the specified product or system as having the necessary knowledge and experience to perform the required functions.

2. Where such service is specified, installing contractor will not perform any work related to the installation or operation of Equipment or Materials furnished under this Contract without direct observation and guidance of the Supplier's or manufacturer's field personnel unless Owner concurs otherwise.

3. Supplier shall arrange to have the Supplier's or manufacturer's field personnel perform the following:

a. Supervise the initial start-up, operational check, and any required adjustments of Equipment.

b. Instruct Owner's designated personnel in proper operation and maintenance of all Equipment and Materials as required by Owner.

4. Supplier shall arrange for field personnel to report to the Site at times designated by Owner’s site representative, advise Owner’s site representative of arrival at the Site, and furnish Owner’s site representative a written report covering all Work done at least once each week and when completed.

5. Field representative shall be acceptable to Owner and Owner’s site representative and shall not be changed during the installation operations without Owner's consent unless field representative proves unsatisfactory to Owner and Owner’s site representative.

6. Field representative shall represent Supplier at the Site, and all instructions given to him shall be as binding as if given to Supplier.

7. Direct responsibility for planning, supervising, and executing the installation work of Equipment will remain with installing contractor.

8. All start-up, adjustments, and testing of Equipment will be performed in the presence of Owner and Supplier's field representative, unless otherwise agreed, and such operations will be in accordance with Supplier's instructions.

9. It shall be the duty of Supplier's field representative during the progress of start-up and testing, and such other times as may be required by Owner’s site representative, to instruct Owner's designated personnel in the proper operation and maintenance of the

SECTION 017501 - MANUFACTURER'S FIELD SERVICES: continued

017501-2 81799_017501

Equipment. Such instruction shall terminate only when both the Supplier’s field representative and Owner are satisfied that the Owner's personnel are properly instructed.

PART 2 - PRODUCTS: Specified in applicable Sections.

PART 3 - EXECUTION

3.01 OPERATION AND TESTING: A. Duties of the field representative during erection or installation shall include:

1. Instructing and guiding the installing contractor concerning proper methods and procedures on all technical phases of installation.

2. Inspecting and indicating approval or disapproval of each phase of the Work as it progresses.

3. Reporting his observations in writing to the installing contractor, with copies to Owner, at least once each week unless otherwise agreed.

4. Determining when Equipment is ready for start-up and operational checks.

B. Placing Equipment in operation:

1. Installing contractor will place all Equipment and Materials furnished by this Contract into successful operation according to instructions of the Supplier or manufacturer, or field representative, including making of all required adjustments, tests, operation checks, and the following as applicable:

a. Cleaning, sounding, blowing-out, flushing of lubricating oil and water systems and other pipelines.

b. Lubrication supplied by Supplier unless specified to be furnished by Owner or others.

c. Tests of lubrication system safety interlocks and system performance.

d. Final alignment checks and measurements made under observation of Owner or Owner’s site representative. Alignment checks shall include opening connections if required to ensure there are no abnormal stresses on Equipment from pipes, ducts, or other attachments. Alignment shall be within tolerances specified by the manufacturer, and measurements shall be recorded and furnished to Owner’s site representative.

e. Motor rotation checks before connecting couplings.

f. Inspection of sleeve bearings for adequate contact.

g. Checking of anchor-bolt tensions, grout, and shims. Anchor bolts shall be tightened with calibrated torque wrenches using care not to over stress bolts.

2. After "run-in" and acceptance of alignment, major Equipment shall be affixed in place using standard tapered dowels with jack-out nuts at head end to facilitate removal.

3. All above operations shall be recorded on forms either furnished by Owner or by Supplier and approved by Owner and Owner’s site representative.

SECTION 017501 - MANUFACTURER'S FIELD SERVICES: continued

81799_017501 017501-3

4. Provide all necessary field representatives and assistants as part of the Work to accomplish the above operations until such time as individual items, systems, Equipment, or sections of the plant are acceptable for operation by Owner.

5. With advice of Supplier, installing contractor will provide the required utilities for placing Equipment in operation, and Owner's personnel may assist or witness.

C. Performance Tests:

1. Equipment and Materials Furnished under this Contract:

a. Owner may conduct acceptance tests after installation to determine if the Equipment and Materials installed as part of the Work perform in accordance with the Contract and as guaranteed. Final acceptance of Equipment and Materials will be based on acceptable results of such tests.

b. No tests will be conducted on Equipment or Materials for which manufacturer's Field Services are specified unless manufacturer's field representative is present and declares in writing that the Equipment and Materials are ready for such test.

c. Supplier will be notified by Owner’s site representative so that Supplier can have a representative, or manufacturer's representative, present during any tests of Equipment or Materials furnished by this Contract for which manufacturer's Field Services are not specified.

d. The tests will be made as set forth in the Contract unless the interested parties mutually agree upon some other manner of testing.


81799_017801 017801-1

SECTION 017801 - CONTRACT CLOSEOUT

PART 1 - GENERAL

1.01 SUMMARY: A. Related Work Specified Elsewhere:

1. Prerequisites for final acceptance and payment: Attachment A Commercial Terms & Conditions.

2. Submittals: SECTION 013301. 3. Manufacturer’s Field Services: SECTION 017501. 4. Warranties: Attachment A Commercial Terms & Conditions.

1.02 REQUIREMENTS FOR FINAL PAYMENT: A. Unless otherwise required elsewhere by this Contract, the following shall be furnished to

Owner prior to application for final payment. 1. Field Services. 2. Maintenance and operating instructions. 3. Guarantees. 4. Certifications of inspection. 5. "Record Document" Submittals. 6. Other documents as required by the Contract. 7. Spare parts.

1.03 PROJECT RECORD DOCUMENTS: A. General: Maintain at the Supplier's facilities one record copy of:

1. Drawings. 2. Specifications. 3. Addenda. 4. Change Orders and other modifications to the Contract. 5. Approved Shop Drawings, Product Data, and Samples.

B. Recording: 1. Label each document "PROJECT RECORD" in neat, large, printed letters. 2. Record information concurrently with fabrication or Field Services progress. 3. Record Drawings: Legibly mark to record actual construction:

a. Where Submittals are used for mark-up, record a cross-reference at corresponding location on Drawings.

b. Field changes of dimension and detail. c. Changes made by Change Order or other modifications to the Contract. Note

related Change Order numbers where applicable. d. Details not on original drawings included in the Contract.

4. Record Specifications and Addenda: Legibly mark each Section to record: a. Manufacturer, trade name, catalog number, and supplier of each product and item of

Equipment actually furnished, particularly optional and substitute items. b. Changes to the Contract made by addendum, Change Order, or other modifications. c. Related Submittals.

SECTION 017801 - CONTRACT CLOSEOUT: Continued

017801-2 81799_017801

5. Record Product Data: Maintain one copy of each product data Submittal, and mark-up significant variations in actual Work in comparison with submitted information. a. Include both variations in product as delivered to Point of Delivery, and variations

from manufacturer's instructions and recommendations for installation. b. Give particular attention to concealed products and portions of the Work which

cannot otherwise be readily observed. Note related Change Orders and mark-up of record drawings and specifications.

6. Miscellaneous Record Submittals: Refer to other SECTIONS of these Specifications for requirements of miscellaneous record keeping and Submittals in connection with actual performance of the Work.

7. Instruction Books and Operating Manuals: Specified in SECTION 013301. 8. Electronic Documentation:

a. Provide electronic versions of record documents showing "as-constructed" conditions, master field drawing list showing final revisions, instruction books, and operating manuals on CD-ROM or flash drive in searcheable Adobe PDF and AutoCAD 2012 or later.

C. Delivery: 1. Deliver Record Documents to Owner. 2. Accompany submittal with transmittal letter in duplicate, containing:

a. Date. b. Contract title and number. c. Supplier's name, address, and telephone number. d. Number and title of each Record Document. e. Signature of Supplier's authorized representative.

1.04 WARRANTIES AND BONDS: A. Specified in Attachment A Commercial Terms & Conditions.




81799_4520_050513 050513-1

DIVISION 5 - METALS SECTION 050513 - GALVANIZING

PART 1 - GENERAL

1.01 SUMMARY: A. This Section includes hot-dip galvanizing of structural steel members, assemblies and metal

fabrications. B. Related Work Specified Elsewhere:

1. Structural Steel: SECTION 055013 2. Metal Fabrications: SECTION 055001

C. Definitions: 1. Hot-Dip Galvanizing: The dipping of steel members and assemblies into molten zinc for

lasting, long-term corrosion protection. The resultant zinc coating fuses permanently with the base steel material.

2. Electrogalvanizing: Electrodepositing or electroplating with zinc by electrolysis for limited corrosion protection.

3. Passivating: The chemical treatment of freshly galvanized steel materials to prevent humid storage stain (white rust or white corrosion). This treatment (passivation) consists of quenching freshly galvanized steel in water to which a chromate or a chromic-acid solution, or other proprietary solution, has been added.

1.02 REFERENCES: A. For applicable codes and standards, equivalent International System of Units (SI) measures or

grades may be used wherever English units are used in this Specification. Although only the English measures or grades are as listed in this Specification, the metric/SI measures or grades are applicable for projects using the metric system/SI.

B. Applicable Standards: 1. American Galvanizers Association, Inc. (AGA):

a. T-IPAF - Inspection of Products Hot-Dip Galvanized After Fabrication. b. D-PGAF - The Design of Products to be Hot-Dip Galvanized After Fabrication. c. D-RDS - Recommended Details for Galvanizing Structures. d. Quality Assurance Manual.

2. American Society for Testing and Materials (ASTM): a. A123 - Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel Products. b. A143 - Safeguarding Against Embrittlement of Hot-Dip Galvanized Structural Steel

Products and Procedure for Detecting Embrittlement. c. A153 - Zinc Coating (Hot-Dip) on Iron and Steel Hardware. d. A325 - High Strength Bolts for Structural Steel Joints. e. A384 - Safeguarding Against Warpage and Distortion During Hot-Dip Galvanizing

of Steel Assemblies. f. A385 - Providing High Quality Zinc Coatings (Hot-Dip). g. A563 - Carbon and Alloy Steel Nuts. h. A767 - Zinc-Coated (Galvanized) Steel Bars for Concrete Reinforcement. i. A780 - Repair of Damaged and Uncoated Areas of Hot-Dip Galvanized Coatings. j. B6 - Zinc (Slab Zinc). k. D2092 - Guide for Treatment of Zinc-Coated (Galvanized) Steel Surfaces for

Painting.

SECTION 050513 – GALVANIZING: continued

050513-2 81799_4520_050513

l. D6386 - Practice for Preparation of Zinc (Hot-Dip Galvanized) Coated Iron and Steel Product and Hardware Surfaces for Painting.

m. E376 - Practice for Measuring Coating Thickness by Magnetic-Field or Eddy-Current (Electromagnetic) Test methods.

3. American Welding Society (AWS): a. D19.0 - Welding Zinc-Coated Steel.

4. Federal Specification: a. DOD-P-21035 - Paint, High Zinc Dust Content, Galvanizing Repair. b. MIL-P-26915 - Primer Coating, Zinc Dust Pigmented.

5. Research Council on Structural Connections of the Engineering Foundation: a. Specification for Structural Joints Using ASTM A325 or A490 Bolts.

6. Society for Protective Coatings (SSPC) Surface Preparation Specifications: a. SP1 - Solvent Cleaning: Removes oil, grease, soil, drawing and cutting compounds,

and other soluble contaminants. b. SP6 - Commercial Blast Cleaning: Two-thirds of every 9 square inches free of

visible residues; remainder only slight discoloration. c. SP11 - Power Tool Cleaning to Bare Metal.

1.03 SUBMITTALS: A. Submit as specified in DIVISION 1:

1. Certification: Furnish notarized Certificates of Compliance with AGA, ASTM Specifications and Standards specified herein. Each certificate shall be signed by Supplier and galvanizer certifying that steel materials, bolts, nuts, washers, and items of iron and steel hardware conform with specified requirements. Certificate shall contain a detailed description of material processed and shall indicate the ASTM standard used for coating.

2. Name and location of coating applicator. Applicator shall certify that applicator specializes in hot-dip galvanizing and follows the procedures in the AGA Quality Assurance Manual.

3. Supplier shall review all details and submit modified details and/or recommended modified details to Engineer which comply with AGA guidelines.

4. Submit coating data sheets and applicator's recommendations.

1.04 QUALITY ASSURANCE: A. Inspections and Tests: Inspections, tests, and samples shall conform with ASTM

Specifications and Standards. Inspection rights and privileges, procedures, and acceptance or rejection of galvanized steel materials shall conform with ASTM A123 or A153, as applicable. Inspections and tests include the following: 1. Visual examination of samples and finished products. 2. Tests to determine weight or mass of zinc coating per square foot of metal surface. 3. Tests to determine distribution and uniformity of zinc coating.

B. Owner and Engineer shall be provided access to galvanizer's facilities during normal working hours for the purpose of obtaining information on the status and for visual inspection of materials being fabricated.

C. Delivery of any material shall in no way relieve Supplier of any responsibility for meeting all of requirements of the Specifications, and it shall not prevent subsequent rejection if such material is later found to be defective.

SECTION 050513– GALVANIZING: continued

81799_4520_050513 050513-3

D. Galvanizing plant shall review all design drawings for compatibility with galvanizing plant limitations and fabrication details. Any redesign, due to galvanizing limitations, shall be responsibility of Supplier.

E. All steel shall be marked with metal tags that will remain in place during normal handling and galvanizing.

1.05 DELIVERY, STORAGE, AND HANDLING: A. Packaging: Of type to prevent damage to galvanized surfaces and distortion of steel materials

and components. B. Handling and Storage: Handle and protect galvanized materials from damage to zinc coating.

Store galvanized material above ground and separate material with strip spacers. Do not allow galvanized material to rest on cinders, clinkers, or on wet soil or decaying vegetation. Store in a manner to promote continuous drainage.

PART 2 - PRODUCTS

2.01 STEEL: A. Material for galvanizing shall be geometrically suitable for galvanizing as specified in ASTM

A384 and A385. Steel materials suitable for galvanizing include structural shapes, pipe, sheet, fabrications, and assemblies.

B. Material shall be chemically suitable for galvanizing. Steel fabricator shall provide galvanizing shop mill orders (or any information required), such that galvanizer can determine that the supplied steel is chemically suited for galvanizing.

2.02 IRON AND STEEL HARDWARE: A. Bolts, nuts, washers, and items of iron and steel hardware furnished for galvanizing shall be

suitable for hot-dip galvanizing. B. Inspect iron and steel hardware before galvanizing and ascertain whether suitable for

galvanizing. Replace items which are not suitable for galvanizing.

2.03 SURFACE PREPARATION: A. Prepare all steel to be galvanized by removing paint markings, welding slag, and burrs.

Preclean in an alkaline cleaner and acid pickle, and flux. Alternatively, steel shall be blast cleaned and fluxed.

2.04 ZINC FOR GALVANIZING: A. Conform to ASTM B6, as specified in ASTM A123.

2.05 GALVANIZING: A. Galvanize steel members, fabrications, and assemblies after fabrication, by hot-dip process in

accordance with ASTM A123 or A153, as applicable. Weight of zinc coating shall conform with paragraph 5.1 of ASTM A123 or Table 1 of ASTM A153, as applicable.

B. Safeguard against steel embrittlement conforming to ASTM A143. C. Safeguard against warpage or distortion of steel members conforming to ASTM A384. Notify

Engineer of potential warpage problems which may require modification in design, before proceeding with steel fabrications.

D. Finish and uniformity of zinc coating and adherence of coating shall conform with ASTM A123 or A153, as applicable.

SECTION 050513 – GALVANIZING: continued

050513-4 81799_4520_050513

E. Galvanize bolts, nuts, and washers, and iron and steel hardware components in accordance with ASTM A153. Weight of zinc coating shall conform to requirements specified under "Weight of Coating" in ASTM A153. Nuts shall be tapped after galvanizing to minimum diametral amounts specified in ASTM A563. Coat nuts with waterproof lubricant, clean and dry to touch. High strength bolts for structural steel joints shall be galvanized in accordance with ASTM A325.

F. Comply with AGA's "Recommended Details for Galvanized Structure." G. Galvanize reinforcing steel in conformance with ASTM A767.

2.06 POST-GALVANIZING TREATMENTS: A. Galvanized materials subject to extended periods of storage in open, exterior locations shall be

given passivating treatment or light oiling to prevent humid storage stain. Treatment, solution and process shall be subject to review and acceptance by Engineer. Chromate passivation should not be used on items galvanized after fabrication and to be painted after erection.

B. Do not treat freshly galvanized or passivated surfaces with oils, grease, or chemicals which might interfere with adhesion of subsequent paint primers and coatings.

C. Where slip factors are required to enable friction grip bolting, these shall be obtained after galvanizing by suitable treatment of the faying surfaces in accordance with the latest edition of the "Specification for Structural Joints" using ASTM A325 or A490. Bolts shall be as approved by the Research Council on Structural Connections of the Engineering Foundation. Slip critical connections will be used for steel to steel connections.

2.07 COATING OF STEEL WHICH CANNOT BE HOT-DIP GALVANIZED: A. Coat as outlined below. Engineer approval is required prior to coating any steel as outlined

below. B. Surface Preparation: If grease or oils are present, SSPC-SP1 cleaning shall precede any other

method specified. C. Prepare surface in accordance with SSPC-SP6 methods and 1.0 to 1.5 mils profile depth. D. Shop Coat: Inorganic zinc rich primer (ethyl silicate base) with minimum 80% zinc in dry

film, by weight. Apply at 3 mils dry film thickness. 1. Ameron - Dimetcote 9HS. 2. Carboline - Carbozinc 11HS. 3. ICI Devoe - Catha-Coat 304 Series. 4. International - Interzinc 22HS. 5. Tnemec - Span Prime Ultra IOZ Series 385.


81799_4520_050513 055001-1

SECTION 055001 - METAL FABRICATIONS

PART 1 - GENERAL

1.01 SUMMARY: A. This Section includes fabrication and installation of the following miscellaneous steel or metal

items: 1. Metal ladders. 2. Ladder safety cages. 3. Alternating tread stairs. 4. Grating and grating treads. 5. Stairs. 6. Handrails. 7. Expansion joint covers. 8. Guard posts. 9. Miscellaneous supports. 10. Stainless steel fabrications. 11. Barrier gate.

B. Although such Work may not be specifically indicated, furnish and install all supplementary or miscellaneous items, appurtenances, and devices incidental to or necessary for a complete installation and suitable for its intended use.

C. Related Work Specified Elsewhere: 1. Structural Steel: SECTION 055013 2. Galvanizing: SECTION 050513

1.02 REFERENCES: A. Applicable Standards:

1. Americans with Disabilities Act (ADA); Accessibility Guidelines for Buildings and Facilities.

2. Architectural Aluminum Manufacturers Association (AAMA). 3. American Galvanizers Association (AGA). 4. American Institute of Steel Construction (AISC). 5. American Society for Testing and Materials (ASTM):

a. A27 - Steel Castings, Carbon, for General Application. b. A36 - Carbon Structural Steel. c. A47 - Ferritic Malleable Iron Castings. d. A48 - Gray Iron Castings. e. A53 – Pipe, Steel, Black and Hot-Dipped, Zinc-Coated, Welded and Seamless. f. A108 - Steel Bars, Carbon, Cold-Finished, Standard Quality. g. A123 - Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel Products. h. A148 - Steel Castings, High Strength, for Structural Purposes. i. A197 - Cupola Malleable Iron. j. A276 - Stainless Steel Bars and Shapes. k. A307 - Carbon Steel Bolts and Studs, 60,000 psi Tensile Strength. l. A312/A312M - Seamless and Welded Austenitic Stainless Steel Pipes. m. A325 - High-Strength Bolts for Structural Steel Joints. n. A354 - Quenched and Tempered Alloy Steel Bolts, Studs, and Other Externally

Threaded Fasteners. o. A501 - Hot-Formed Welded and Seamless Carbon Steel Structural Tubing. p. A575 - Steel Bars, Carbon, Merchant Quality, M-Grades.

SECTION 055001 - METAL FABRICATIONS: continued

050513-2 81799_4520_050513

q. A653 - Steel Sheet, Zinc-Coated (Galvanized) Zinc-Iron Alloy Coated (Galvannealed) by the Hot-Dip Process.

r. A666 - Specification for Annealed or Cold-Worked Austenitic Stainless Steel Sheet, Strip, Plate, and Flat Bar.

s. A668 - Steel Forgings, Carbon and Alloy, for General Industrial Use. t. B26/B26M – Aluminum-Alloy Sand Castings. u. B209/209M - Aluminum and Aluminum-Alloy Sheet and Plate. v. B221/B221M - Aluminum and Aluminum-Alloy Extruded Bars, Rods, Wire,

Profiles, and Tubes. w. B632/B632M - Aluminum-Alloy Rolled Tread Plate. x. E894 - Test Method for Anchorage of Permanent Metal Railing Systems and Rails

for Buildings. y. E935 - Test Methods for Performance of Permanent Metal Railing Systems and

Rails for Buildings. z. E985 - Permanent Metal Railing Systems and Rails for Buildings.

6. American Welding Society (AWS). 7. Federal Specifications (FS). 8. National Association of Architectural Metal Manufacturers (NAAMM). 9. Society for Protective Coatings (SSPC) Surface Preparation Specifications:

a. SP1 - Solvent Cleaning. b. SP2 - Hand Tool Cleaning. c. SP3 - Power Tool Cleaning. d. SP7 - Brush Off Blast Cleaning. e. SP11 - Power Tool Cleaning to Bare Metal.

1.03 SUBMITTALS: A. Submit as specified in DIVISION 1. B. Includes, but not limited to, the following:

1. Fabrication and erection drawings for all Work including anchor bolts and welds.

PART 2 - PRODUCTS

2.01 ACCEPTABLE MANUFACTURERS: A. As specified for each item.

2.02 BASIC MATERIALS: A. Structural Steel: ASTM A36, A575, or A108 as applicable. B. Cast Steel: ASTM A27, Grade 65-35; and A148, Grade 80-50. C. Steel Forgings: ASTM A668. D. Rivet Steel: ASTM A502. E. Bolts: ASTM A307, A325, and A354 as applicable. F. Filler Metal: AWS Standards. G. Cast Iron: ASTM A48, Class 30, minimum 30,000 psi tensile. H. Malleable Iron: ASTM A47 and A197 as applicable. I. Steel Pipe: ASTM A53. J. Galvanizing: ASTM 123 or A653 as applicable. K. Aluminum:

1. Aluminum Plate Sheet: ASTM B209/B209M, Alloy 6061-T6. 2. Aluminum Extrusions: ASTM B221/B221M, Alloy 6063-T6.


050513-3 81799_4520_050513

3. Aluminum-Alloy Rolled Tread Plate: ASTM B632/B532M, Alloy 6061-T6. 4. Aluminum Castings: ASTM B26/B26M, Alloy 443.O-F.

L. Stainless Steel Sheet, Strip, Plate, and Flat Bars: ASTM A666, Type 304. M. Anchorage Devices, Masonry:

1. Lead Expansion Shields for Machine Screws and Bolts 1/4 Inch (6 mm) and Smaller: Head out embedded nut type.

2. Machine Screws and Bolts Larger Than 1/4 inch (6 mm): Manufacturer's standard. 3. Bolt Anchor Expansion Shields for Lag Bolts: Zinc alloy, long shield anchors. 4. Bolt Anchor Expansion Shields for Bolts: Closed-end, bottom-bearing type.

N. Fasteners: 1. Zinc-coated (stainless steel) where built into exterior walls. Select fasteners for type,

grade, and class required: a. Bolts and Nuts: Regular hexagon head ASTM A307, Grade A. b. Lag Bolts: Square head type. c. Machine Screws: Cadmium-plated steel. d. Wood Screws: Flathead, carbon steel. e. Plain Washers: Round, carbon steel. f. Lock Washers: Helical spring carbon steel.

O. Galvanizing Repair Paint: 1. High zinc dust content paint (93% zinc in dry film by weight) for regalvanizing welds

and abrasions in galvanized steel. a. Subox - Galvanox Type II. b. ZRC Products Co. - Cold Galvanizing Compound.

P. Dissimilar Metal Protection Coating: 1. Self-priming, coal-tar coating with minimum 59% solids by volume. Apply at 3-mil dry

film thickness. a. Carboline - Bitumastic Black Solution. b. Tnemec - 46-465 H.B. Tnemecol.

Q. Grout, Nonshrink: 1. Five-Star Products, U.S. Grout. 2. Por-rock. 3. Sauereisen.

R. Slip-Resistant Stair and Platform Nosings: 1. American Safety Tread Co., Inc. 2. Safe-T-Metal Co., Inc. 3. Wooster Products, Inc.

2.03 METAL FABRICATIONS: A. General:

1. Provide all items and related accessories as required to complete construction and installation.

2. Provide anchorage accessories as required to securely anchor items to substrate. B. Ladders:

1. Galvanized steel. 2. Side rail dimension 1/2" x 2" (12 x 50 mm) minimum. 3. Rungs, round or square bars 7/8 inch (21 mm) minimum. Punch rungs through side rails

and weld. Maximum rung spacing of 12 inches (300 mm) oc. Provide nonslip surface on top of each rung.

4. Size to support concentrated load of 300 pounds (136 kg).


050513-4 81799_4520_050513

5. Minimum Clearance From Centerline of Rung to Wall or Obstruction: 7 inches (175 mm).

6. Minimum Ladder Width: 16 inches (400 mm) between side rails. C. Ladder Safety Cages:

1. Provide ladder safety cages for ladders longer than 20 feet (6 m). 2. Provide primary hoops at tops and bottoms of cages and spaced not more than 20 feet (6

m) o.c. Provide secondary intermediate hoops spaced not more than 48 inches (1200 mm) o.c. between primary hoops. a. Primary Hoops: 1/4" x 4" (6.4 mm x 100 mm) flat bar hoops. b. Secondary Intermediate Hoops: 1/4" x 2" (6.4 mm x 50 mm) flat bar hoops. c. Vertical Bars: 3/16" x 1-1/2" (4.8 mm x 38 mm) flat bars secured to each primary

and secondary hoop. d. Galvanize exterior and interior ladder cages, including fasteners, unless otherwise

indicated. D. Alternating Tread Stair:

1. Galvanized steel per ASTM A123. 2. Pitch: 68 degrees from horizontal. 3. Treads: Alternating at each side of a center stringer. Tread shall have a nonskid surface.

Tread risers shall be equally spaced within 3/16-inch (4.7 mm) for adjacent treads and 3/8-inch (9.5 mm) for nonadjacent treads.

4. Handrails: 1-1/2-inch (38-mm) o.d. 5. Acceptable Manufacturers:

a. Lapeyre Stair; Harahan, Louisiana. b. Other manufacturers with approved equal products.

E. Gratings and Grating Treads: 1. (Aluminum) (Stainless steel) (Galvanized steel). 2. Nominal 1-1/4-inch (31.75-mm) depth, with serrated or slip-resistant top surface. 3. Support minimum uniform load of 200 psf (976 ksm). 4. Provide individual grating sections sized to allow removal by hand. 5. Provide hold-down clips. 6. Furnish with frames and support items. 7. Provide separate abrasive cast aluminum slip-resistant nosings; Wooster, Type 120 or

approved equal. F. Stairs, Steel Pan:

1. Fabricate as indicated. 2. Treads: Minimum 14-gage (1.9-mm) steel pans with self-furring metal lath welded in

pan. 3. Risers: Minimum 14-gage (1.9-mm). Fabricate risers to accommodate separate cast

nosings where indicated. 4. Landings: Minimum 10-gage (3-mm) pans with angle supports as required. 5. Fabricate and design stair and landing assembly to support a 1,000-pound (453-kg)

concentrated moving load of 100 psf (488 ksm), whichever produces the greatest stress. 6. Fabricate and design stair components in accordance with NAAMM Metal Stairs

Manual. 7. Provide separate abrasive cast aluminum slip-resistant nosings; Wooster, Type 101,

Alumogrit or approved equal. 8. Supplier's Option: Provide factory-manufactured stair system in lieu of fabricated stairs,

subject to approval by Engineer. G. Stairs, Steel Pan, Factory Manufactured:


050513-5 81799_4520_050513

1. Comply with the following minimum requirements: a. General arrangement with rise, run, landing dimensions, handrail configurations,

similar to stairs indicated. b. Design auxiliary framing required for stairs. c. Fabricate and design stair and landing assembly in accordance with NAAMM Metal

Stairs Manual and AISC Manual of Steel Construction for loads specified. d. Stringers: Minimum 3/16-inch (4.5-mm) steel plate. e. Treads: Minimum 14-gage (1.9-mm) pans. f. Risers: Minimum 14-gage (1.9-mm). g. Landings: Minimum 10-gage (3-mm) pans with angle supports as required. h. Form surface of nosings with Wooster Type 101, Alumogrit, or approved equal. i. Provide stairs which will accept concrete fill thickness indicated. j. Modify standard railings to meet code requirements specified and details indicated. k. Acceptable Manufacturers:

(1) Alfab, Inc. (2) American Stair, Inc. (3) Sharon Companies Ltd.

H. Handrails, Railings, and Guardrails: 1. 1-1/4-inch (32-mm) OD minimum, 1-1/2-inch (38 mm) maximum steel pipe, galvanized

for exterior use. 2. Form to profiles indicated. 3. Mount to provide gap from walls of 1-1/2 inches (38 mm). 4. Set mounting brackets and posts not over 6 feet (1.80 m) and to be capable of

withstanding a 200-pound (90-kg) force applied in any direction at any point. 5. Return ends of all wall-mounted rails to wall. 6. Make all rails with smooth joints and without projections, to permit a hand to slide along

entire length. 7. Furnish all handrails complete with brackets. 8. Where pickets or posts are indicated to be set in sleeves, provide steel sleeves having a

minimum wall thickness of 1/8 inch (3 mm). 9. Provide 4-inch (100 mm) height kick plates (toeplates) at all landings and platforms. 10. Comply with ADA requirements.

I. Support Angles, Members, and Loose Lintels: 1. Fabricate of ASTM A36 steel. Size as indicated. 2. Galvanize units in exterior wall. Prime coat interior units.

J. Guard Posts: 1. Extra-strength steel pipe, 6-inch (150-mm) (8-inch) (200-mm) diameter. 2. Length to provide minimum 42-inch (1,050-mm) projection aboveground, or as

indicated, with minimum 36-inch (900-mm) embedment into concrete. 3. Fabricate with welded on wing anchors. 4. Fill with 3,000 psi concrete, round top.

K. Supports for folding partition and grille supports, ceiling-hung toilet partitions, and miscellaneous support items. 1. Fabricate from ASTM A36 steel.

L. Stainless Steel Fabrications: 1. Stainless Steel Sheet: ASTM A666, (Type 304), stretcher-leveled standard of flatness. 2. Bars and Shapes: ASTM A276, (Type 304). 3. Pipe: ASTM A312, Grade TP (304).


050513-6 81799_4520_050513

4. From to profiles indicated, in maximum lengths to minimize joints. Produce flat, flush surfaces without cracking or grain separation at bends.

5. Hem exposed edges. 6. Preassemble fabrications in shop to greatest extent possible to minimize field splicing and

assembly. Disassemble units only as necessary for shipping, handling, and installation limitations. Clearly mark units for reassembly and coordinated installation.

7. Build in straps, plates, and brackets as needed to support and anchor fabricated items to adjoining construction.

8. Provide support framing, mounting and attachment clips, splice sleeves, fasteners, and accessories needed to install fabrications.

9. Weld joints and seams continuously. Grind, fill, and dress to produce smooth, flush exposed surfaces in which joints are not visible after finishing is completed. a. Use welding procedures that will blend with and not cause discoloration of

adjoining surfaces. 10. Thickness: (14) gage, unless otherwise indicated. 11. Finish: (Dull Satin Finish, No. 6).

a. Remove tool and die marks and stretch lines or blend into finish. b. Grind and polish surfaces to produce uniform, directionally textured, polished finish

indicated, free of cross scratches. Run grain with long dimension of each piece. c. When polishing is completed, passivate and rinse surfaces. Remove embedded

foreign matter and leave surfaces chemically clean. M. Embedded Anchors:

1. Fabricated of ASTM A36 steel. 2. Size and shape as indicated.

N. Provide all fabricated items complete with attachment devices as required to install.

2.04 SHOP-PROTECTIVE COATINGS: A. Galvanize all items to be embedded in exterior walls, concrete, or attached to exterior surface.

Galvanizing shall be in accordance with ASTM A653. B. Prepare surfaces and apply shop primer to all ferrous metal except where indicated to be set in

or on concrete. Shop primer shall be a high-solids alkyd primer with minimum 50% solids by volume. 1. Apply two shop coats to metals that will be inaccessible after erection. 2. Do not prime stainless steel, aluminum, copper, brass, or bronze unless specifically

indicated. 3. Remove scale, rust, and deleterious materials before priming.

a. Remove contaminants in accordance with SSPC SP-1. b. Clean off rust and loose mill scale in accordance with SSPC SP-6 or SP-11.

4. Immediately after surface preparation, prime in accordance with manufacturer's instructions. Provide uniform dry film thickness of 1.5-mil minimum.

C. Provide Dissimilar Metal Protection Coating: 1. When dissimilar metals come in contact. 2. When metal or aluminum is anchored to or in contact with concrete or masonry.


81799_4520_055013 055013-1

SECTION 055013 - STEEL

PART 1 - GENERAL

1.01 SUMMARY: A. This Section includes fabrication and erection of the structural steel and other steel or metal

items as defined in AISC Manual, Code of Standard Practice. B. Related Work Specified Elsewhere:

1. Concrete: SECTION 033000


1. American Institute of Steel Construction (AISC): a. Manual of Steel Construction - (Allowable Stress Design.) (Load Resistance Factor

Design). b. Quality Criteria and Inspection Standards.

2. American Welding Society (AWS): a. A5.4 - Stainless Steel Electrodes for Shielded Metal Arc Welding. b. C5.4 - Recommended Practices for Stud Welding. c. D1.1 - Structural Welding Code - Steel. d. D1.6 - Structural Welding Code - Stainless Steel. e. QC1 - Standard for AWS Certification of Welding Inspectors.

3. American Society for Testing and Materials (ASTM): a. A1 - Carbon Steel Tee Rails. b. A6 - General Requirements for Rolled Structural Steel Bars, Plates, Shapes, and

Sheet Piling. c. A36 - Carbon Structural Steel. d. A53 - Pipe, Steel, Black and Hot-Dipped, Zinc-Coated Welded and Seamless. e. A106 - Seamless Carbon Steel Pipe for High-Temperature Service. f. A108 - Steel Bars, Carbon, Cold-Finished, Standard Quality. g. A123 - Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel Products. h. A153 - Zinc Coating (Hot-Dip) on Iron and Steel Hardware. i. A167 - Stainless and Heat-Resisting Chromium-Nickel Steel Plate, Sheet, and

Strip. j. A193 - Alloy Steel and Stainless Steel Bolting Materials for High-Temperature

Service. k. A264 - Stainless Chromium-Nickel Steel-Clad Plate, Sheet, and Strip. l. A307 - Carbon Steel Bolts and Studs, 60,000 psi Tensile Strength. m. A312 - Seamless and Welded Austenitic Stainless Steel Pipe. n. A325 -High-Strength Bolts for Structural Steel Joints. o. A449 - Quenched and Tempered Steel Bolts and Studs. p. A490 - Heat-Treated Steel Structural Bolts, 150 ksi Minimum Tensile Strength. q. A500 - Cold-Formed Welded and Seamless Carbon Steel Structural Tubing in

Rounds and Shapes. r. A563 - Carbon and Alloy Steel Nuts. s. A569 - Steel, Carbon (0.15 Maximum, Percent) Hot-Rolled Sheet and Strip

Commercial Quality. t. A572 - High Strength Low-Alloy Columbium-Vanadium Structural Steel, Grade 50. u. A588 - High-Strength Low-Alloy Structural Steel with 50 ksi (345MOA) minimum

yield point to 4-inch (100 mm) thick.

SECTION 055013 - STEEL: continued

81799_4520_055013 055013-2

v. A780 - Repair of Damaged and Uncoated Areas of Hot-Dip Galvanized Coatings. w. A786 - Hot-Rolled Carbon Low-Alloy, High-Strength Low-Alloy, and Alloy Steel

Floor Plates. x. A992 - Structural Steel Shapes. y. B695 - Coatings of Zinc Mechanically Deposited on Iron and Steel. z. C1107 – Packaged, Dry Hydraulic Cement Grout (Nonshrink). aa. F436 - Hardened Steel Washers. bb. F593 - Stainless Steel Bolts, Hex Cap Screws, and Studs. cc. F594 - Stainless Steel Nuts. dd. F959 - Compressible-Washer-Type Direct Tension Indicator for Use with Structural

Fasteners. ee. F1554 - Anchor Bolts, Steel, 36, 55, and 105-ksi Yield Strength.

4. The National Association of Architectural Metal Manufacturers (NAAMM): a. MBG 531 - Metal Bar Grating Manual. b. MBG 532 - Heavy Duty Metal Bar Grating Manual. c. MBG 533 - Welding Specifications for Fabrication of Steel, Aluminum and

Stainless Steel Bar Grating. 5. Research Council on Structural Connections (RCSC):

a. Specification for Structural Joints Using ASTM A325 Bolts or A490 Bolts as endorsed by AISC.

6. Society for Protective Coatings (SSPC) Surface Preparation Specifications: a. SP1 - Solvent Cleaning. b. SP3 - Power Tool Cleaning. c. SP5 - White Metal Blast Cleaning. d. SP6 - Commercial Blast Cleaning. e. SP10 - Near-White Blast Cleaning. f. SP11 - Power Tool Cleaning to Bare Metal.

7. Occupational Safety and Health Administration (OSHA) - All applicable OSHA regulations, including, but not limited to 29 CFR 1926 Subpart R - Steel Erection.


1. Fabrication and erection drawings for all Work. Supplier may use a reproduction of Engineer-prepared Contract Drawings for erection drawings such as to indicate information on erection or to identify detail drawing references. Where the drawings are revised to show this additional Supplier information, Engineer's title block shall be replaced with a Supplier's title block, and Engineer's professional seal shall be removed from the drawing. Supplier shall revise these erection drawings for subsequent Engineer revisions to the Contract Drawings.

2. All necessary information for the fabrication, including filler metal for welds, of the component part of the structure, presented on drawings to conform to recognized standard practice, AISC Manual and AWS Code.

3. Drawings indicating stud shear connector spacing regardless of whether connectors are shop-applied or field-applied.

4. Drawings showing each piece including anchor bolts marked for identification to correspond to erection drawings.

5. Manufacturer's literature on products including, but not limited to, grating, stair treads, stair nosings, stud shear connectors, grout, concrete anchors, and protective coatings.


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6. AWS Certified Welding Inspector Certificates. 7. Qualified welding procedure specifications and procedure qualification test results if

welding processes differ from those prequalified by AWS. C. Mill Tests:

1. Perform for each melt of material used in the fabrication. 2. Furnish (two) copies of each certified mill test to Engineer upon request.

D. High-Strength Connection Bolt and Nut Manufacturer's Inspections Certificate: 1. The Supplier shall certify that bolts, nuts, and washers furnished comply with all of the

requirements of these Specifications, and shall provide complete manufacturer's mill test reports (Manufacturer's Inspections Certificate).

2. For fasteners to be accepted by Supplier, certificate numbers shall appear on the product containers and correspond to the identification numbers on the mill test reports.

3. Manufacturer's symbol and grade markings shall appear on all bolts and nuts.

1.04 QUALITY ASSURANCE: A. Welder Qualifications:

1. Welders shall be previously qualified by passing the tests prescribed in the AWS D1.1 or by passing such other tests as Engineer may accept. Welders of stainless steel shall be previously qualified in accordance with AWS D1.6.

2. Welders shall have been tested within the past 12 months, and their qualification shall be considered as remaining in effect unless the welder is not engaged in a given process of welding for a period exceeding 6 months.

3. Submit two certified copies of the qualification records to Engineer as evidence of qualification to the above-mentioned code.

B. Inspection: Material or workmanship may be subject to inspection in the shop and field.

1.05 DELIVERY, STORAGE, AND HANDLING: A. Handle and store all steel and appurtenances as specified in DIVISION 1. B. Store all steel and appurtenances blocked-up off the ground and in orderly stacks. C. Protect all items with shop applied protective coatings from corrosion. Store in an

environment and manner consistent with type of coating.

PART 2 - PRODUCTS

2.01 BASIC MATERIALS: A. Steel: Conform to the following unless otherwise indicated or specified.

1. Wide flange (WF) shapes and tees cut from WF: ASTM A992, Grade 50. 2. M shapes, S shapes, HP (bearing piles), channels, and angles: ASTM A36. 3. Structural plates and bars: ASTM A36.

B. Steel - Conform to ASTM A572, Grade 50 or ASTM A992, Grade 50 unless otherwise indicated or specified.

C. Corrosion-Resistant Steel: Conform to ASTM A588, Grade 50. D. Rail Steel: Conform to No. 1 rail, ASTM A1 of the weight indicated or specified. E. Stainless or Heat-Resisting Chromium-Nickel Steel: Conform to ASTM A167, (Type 304.),

(Type 304L.), (Type 316.), (Type 316L.) F. Connection Bolts, Nuts, Washers, and Compressible Washer-Type, Direct Tension Indicators:

1. Conform to ASTM A325, Type 1, unless otherwise indicated or specified. 2. Be galvanized when connecting galvanized steel. 3. Conform to A325, Type 3, for use with A588, Grade 50.


81799_4520_055013 055013-4

4. Compressible Washer-Type, Direct-Tension Indicators: a. ASTM F959 Type 325 for use with A325 bolts. b. ASTM F959 Type 490 for use with A490 bolts. c. Galvanized for use with galvanized bolts.

5. Nuts: Conform to ASTM A563. 6. Flat and beveled washers: Conform to ASTM F436.

G. Anchor Bolts: 1. Conform to ASTM F1554, Grade 36, galvanized finish, unless otherwise indicated to be

stainless steel or high strength. 2. Machine Bolts: Conform to ASTM F1554, Grade 36. 3. Stainless Steel: Conform to ASTM F593, Type 304, with nuts conforming to ASTM

F594. Sleeves shall conform to ASTM A312. 4. High Strength: Conform to ASTM A449 with nuts conforming to ASTM A563. 5. Washers:

a. For ASTM F1554 and A449 Bolts: Conform to F436. b. For Stainless Steel Bolts: Conform to ASTM A167, Type 304, and dimensional

tolerances of F436. H. Handrail: Conform to ASTM A53, Type E or S, Grade B or ASTM A106, Grade B. I. Pipe for Structural Uses: Conform to ASTM A53, Type E or S, Grade B, or ASTM A106,

Grade B. J. Square and Rectangular Tubing Hollow Structural Sections (HSS): Conform to ASTM A500,

Grade B. K. Grating:

1. Main Bars: Conform to ASTM A569. 2. Cross Bars: Conform to ASTM A569.

L. Shear Stud Connectors: Manufacture from cold-finished carbon steel conforming to ASTM A108, Grade 1015 or 1020.

M. Checkered Plate: Conform to ASTM A786 with A36 material and with deformations of the 4-way type.

N. Threaded Rods: Conform to ASTM A36. O. Welding:

1. For ASTM A36 steel, use E70 electrodes for shielded metal arc welding, F7 series electrodes for submerged arc welding, E70T series electrodes for flux-cored arc welding, and ER70S series electrodes for gas metal arc welding. Select "matching" electrodes in accordance with Table 3.1 AWS D1.1.

2. For ASTM A588 steel, use E70 low-hydrogen electrodes for shielded metal arc welding, F7 series electrodes for submerged arc welding, E70T series electrodes for flux-cored arc welding, and ER70S series electrodes for gas metal arc welding. Select "matching" electrodes in accordance with Tables 3.1 and 3.3, AWS D1.1

3. For ASTM A572, Grade 50 steel or ASTM A992 steel, use E70 low-hydrogen electrodes for shielded metal arc welding, F7 series electrodes for submerged arc welding, E70T series electrodes for flux-cored arc welding, and ER70S series electrodes for gas metal arc welding. Select "matching" electrodes in accordance with Table 3.1, AWS D1.1.

4. For ASTM A167 or ASTM A312 stainless steel, use shielded metal arc welding, gas metal arc welding, gas tungsten arc welding, or flux-cored arc welding. Select "matching" electrodes in accordance with Table 3.3 of AWS D1.6.

P. Galvanizing: Conform to ASTM A123 and ASTM A153, where indicated or specified to be galvanized. Nuts, bolts, and washers may be hot-dip galvanized to conform to ASTM A153 or mechanically galvanized to conform to ASTM B695.


81799_4520_055013 055013-5

2.02 STEEL FABRICATION: A. Fabricate all steel to conform to AISC specifications, codes, and standards. B. Permissible variations for sweep, camber, length, and cross section of all steel members shall

conform to ASTM A6, AISC "Manual of Steel Construction, Part 1", AISC "Code of Standard Practice", and AISC "Quality Criteria and Inspection Standards" unless indicated otherwise.

C. Field-measure existing steel and structures where necessary to ensure fabrication fit-up of new steel.

D. Fabricator shall mark all shear connector locations (if field-applied) for composite beams by means of center punch and paint circle or other approved means so that field layout of shear connectors is not required. Do not paint shear connector contact surface.

E. Provide grout holes in base plates having the least dimension greater than 24 inches. Holes shall be as close to center as practicable and minimum of 2 inches in diameter.

F. Shop Milling: 1. Perform at the base of columns and at the top of column base plates, except that rolled-

steel bearing plates of 4-inch thickness or less may be straightened by pressing. 2. Perform on butted ends for bolted or partial penetration-welded column splices. Shop

milling is not required for welded column splices with full penetration welds. 3. Perform at ends of columns which butt against a plate.

G. Welding: 1. All welding shall be shielded metal arc, submerged arc, or flux-cored arc, or gas metal

arc. For gas metal arc welding, the short-circuiting mode of filler metal transfer is not permitted. Other welding processes may be used provided they are qualified by applicable tests as prescribed in the AWS D1.1 (AWS D1.6 for stainless steel) and approved by Engineer prior to use. For the use of any other welding process, Supplier shall prepare and submit to Engineer for approval, a qualified welding procedure specification and the procedure qualification test results. These Submittals shall be deemed Technical Submittals, and welding processes shall be approved for use only after receipt of specific written approval from the Engineer.

2. Conform to AWS Code, AISC Manual, and the AISC Quality Criteria and Inspection Standards.

3. Supplier shall perform fabrication welding inspection in accordance with AWS D1.1. (AWS D1.6 for stainless steel). This welding inspection shall be performed by AWS Certified Welding Inspector(s) (CWI). All such Certified Welding Inspectors shall be qualified and certified in accordance with the provisions of AWS QC1. Only individuals so qualified shall be authorized to perform fabrication/erection or verification inspection of the welding performed under the provisions of AWS D1.1 (AWS D1.6 for stainless steel) and these Contract Documents. Certifications verifying the qualifications of welding inspectors shall be submitted to Engineer as Submittals prior to commencement of structural welding operations or prior to welding inspection performed by an individual welding inspector. Defective welds shall be corrected.

H. Shop Connections: 1. Weld or bolt at Supplier's option except when otherwise indicated or specified. 2. Shop portions of connections may be welded equivalent to any bolted connection

specified if Engineer concurs. 3. Welded connections shall be as indicated or in accordance with acceptable alternative

designs: a. Welds of connection angles to beam webs shall conform with (AISC ASD Manual

Part 4) (AISC LRFD Manual, Part 10, Tables 10-2 and 10-3) with particular regard


81799_4520_055013 055013-6

for minimum web thickness. Provide longer connection angles or reinforce web as required.

b. All butt-joint groove welds shall be complete penetration welds unless otherwise indicated and shall conform to the applicable standards in (AISC ASD Manual, Part 4) (AISC LRFD Manual, Part 8), with special emphasis on maintaining root opening. Accomplish this for single-bevel, butt-joint welds by using backup plates or by chipping out and welding on the opposite side.

c. Prepare weld bevels with a mechanically guided cutting torch or by grinding. d. Remove all run-out tabs.

4. Bolted connections shall conform with (AISC ASD Manual, Part 4) (AISC LRFD Manual, Parts 9 and 10): a. All bolted connections shall be made with3/4-inch bolts, nuts, and washers unless

otherwise indicated or specified. b. Capacity of beam connections shall have a minimum capacity of that specified in

(AISC ASD Manual, Part 4, Table II-A) c. Use the minimum number of rows of bolts for beam connections so that bottom row

is below the centerline of the beam. I. Provisions for Field Connections:

1. Provide with bolted connections unless otherwise indicated or specified. The number of rows and number of bolts indicated on the Drawings or stated in the Specifications is the minimum number of rows or bolts. Provide additional bolts or connection devices, if necessary, to comply with OSHA regulation 29 CFR 1926, Subpart R - Steel Erection.

2. Provide for field welding only when so indicated or when detail clearances make bolting impractical.

3. Provide all members to be field-welded with bolted erection connections adequate to resist erection stresses prior to field welding.

J. Comply with OSHA 29 CFR 1926, Subpart R - Steel Erection.

2.03 COLUMN BASE AND EQUIPMENT ANCHOR BOLTS: A. Furnish for all columns and equipment furnished and installed under this Contract, (and as

required to install all equipment furnished by others for installation under this Contract unless otherwise indicated).

2.04 HANDRAIL: A. 1-1/2-inch nominal (1.9-inch od) round, black standard-weight pipe. B. Post spacing shall not exceed 6 feet from center-to-center. C. Form and weld all handrail. Grind all welds smooth and even with the surface of the pipe,

including field welds required for erection. D. Carefully form all handrail where change of direction or elevation occurs. E. Handrail posts shall be vertical (plumb) unless otherwise indicated. F. Furnish pipe sleeves for posts of handrail sections indicated to be removable.

2.05 EDGE ANGLES, PLATES, AND LINTELS: A. Furnish around and over openings as indicated. B. Keep plates and edge angles flush at intersections and fillet-weld to give a neat appearance at

the exposed intersecting surfaces. C. Provide lintel length of opening width plus 1'-4" unless otherwise indicated. D. Hot-dip galvanize after fabrication where indicated. E. Properly align, level, and plumb edge angles and plates before concrete is placed.


81799_4520_055013 055013-7

2.06 KICK PLATES: A. Furnish at the edge of uncovered openings and at the edge of walkways and platforms, except

as otherwise indicated. B. Hot-dip galvanize after fabrication where indicated.

2.07 STEEL FLOOR GRATING: A. One-piece, resistance-welded, carbon-steel construction without notching of bearing or cross

bars before welding and conforming to NAAMM MBG 531 or 532. B. Main Bearing Bars:

1. Thickness: 3/16-inch; 3/8-inch for heavy duty grating. 2. Depth: As indicated. 3. Spacing: Not more than 1-3/16 inches on center; 1-3/8 inches on center for heavy duty

grading. 4. Configuration of top surface of main bars unless otherwise indicated:

a. Exterior - Exposed to Weather: Serrated. b. Interior - Not Exposed to Weather: Plain.

C. Cross Bars: 1. Spacing: 4 inches oc. 2. One of the following shapes and minimum sizes:

a. Hexagon: 5/16-inch diameter of inscribed circle; 7/16-inch for heavy duty grating. b. Rectangular: 1/2" x 3/16"; 5/8" x 1/4" for heavy duty grating. c. Square: 1/4-inch with spiral twist; 1/2-inch for heavy duty grating. d. Round: 3/8-inch diameter, 1/2-inch for heavy duty grating.

D. Fabrication: 1. Fabrication shall conform to NAAMM MBG 531; MBG 532 for heavy duty grating, and

MBG 533. 2. Crossbars shall match crossbars of adjacent sections to form a continuous pattern of

straight lines. 3. Provide all openings in grating indicated and as required for installation of all piping,

wiring, and equipment installed under this Contract. 4. Band all openings 4 inches and larger with a metal bar same size as main bearing bar and

extend 4 inches above top of grating. Band bars shall be same depth as bearing bars. Weld to each bearing bar with a 3/16-inch fillet weld 3/4 inch long. Tack weld to all crossbars.

5. Trim-band all locations as follows: a. Open end of grating at head of a ladder. b. Manway opening. c. Hinged sections. d. Grating panels with four crossbars or less. e. Other locations as indicated.

6. Provide kickplates where indicated and at all handrail on floors or platforms 4 foot or more above adjacent floors or ground where persons can pass or machinery is located.

E. Shop Finish: 1. Galvanized

F. Manufacturer: 1. Grating shall be manufactured by one of the following:

a. Tru-Weld Grating, Inc., Wexford, Pennsylvania. b. Amico-Klemp Corporation, Chicago, Illinois. c. IKG-Borden, Clark, New Jersey.


81799_4520_055013 055013-8

d. Approved equal. 2. Fasteners – “G-CLIPS” type fasteners.

2.08 STAIRS: A. General Construction:

1. Stringer sizes indicated are minimum acceptable size. 2. Cross-brace stringers to provide lateral stability where the horizontal run exceeds 12 feet. 3. Provide struts and hangers where indicated or as otherwise required for proper support.

B. Treads: 1. Open-riser type with grating conforming to PART 2 - STEEL FLOOR GRATING, this

Section, and of the same type as specified herein, with main bars 1" x 3/16" unless indicated otherwise.

2. Treads damaged during construction shall be replaced immediately. 3. Provide (cast-abrasive nosings similar to Feralun nosing as manufactured by American

Abrasive Metal Company,) (standard checkered-plate nosing) (nosing as indicated). 4. Bolt tread to each stringer with a minimum of two 3/8-inch bolts.

C. Grating Landings: 1. Landings shall be of grating conforming to PART 2 - STEEL FLOOR GRATING. 2. Provide nosing as specified in PART 2 - STAIRS, this Section, at the head of all stairs.

D. Pan-Filled Stairs: 1. Stairs shall be interlocking construction with risers, treads, and landings constructed of

minimum 12-gage plate. 2. Provide with stiffeners as required. 3. Place temporary wood planking in pans. Planking shall extend the full length, width, and

height of pan and shall be securely anchored.

2.09 CHECKERED PLATE: A. Plate shall be of thickness indicated with surface deformations of the 4-way type. B. Hot-dip galvanize plate after fabrication where indicated. C. Fasten in place with screws spaced at 18 inches with a minimum of one at each corner of each

piece or as otherwise indicated. D. Screws shall be 1/4-inch countersunk stainless steel.

2.10 BUNKER HOPPERS: N/A

2.11 STUD SHEAR CONNECTORS: A. General:

1. Conform to specification for Stud Shear Connectors in AISC Manual, Part 5. 2. Use 1/2’’ x 4” long headed-type stud shear connectors unless otherwise indicated. 3. Number and spacing shall be as indicated.

B. Manufacturer: 1. Connectors shall be manufactured by one of the following:

a. KSM Fastening Systems, Moorestown, New Jersey, Division of Erico Fastening Systems, Inc.

b. Nelson Stud Welding Div., TRW Inc., Lorain, Ohio. c. Blue Arc Welding Stud, Division of Erico Fastening Systems Inc. d. Approved equal.

C. Stud Shear-Connector Welding:


81799_4520_055013 055013-9

1. Conform to AWS C5.4 for stud welding and recommendations of the connector manufacturer. Fillet welding of studs is not approved.

2. Stud shear connectors shall be shop- or field-welded at Supplier's option. Studs that obstruct walking surfaces of beams or joists shall be field welded. Conform to the requirements of 29 CFR 1926, Subpart R - Steel Erection.

3. Stud welding, equipment, and power requirements for stud welding shall conform to manufacturer's recommendations.

4. Clean stud shear-connector weld area of scale, rust, oil, paint, and any other foreign substance that would inhibit sound welds.

5. All welding ferrules for stud shear-connectors shall be removed from studs and deck prior to placement of concrete.

D. Inspection: 1. Workmanship of the stud shear-connector welding will be verified as follows:

a. Studs shall be at least 1/8-inch shorter after welding. b. Studs shall have a 360o weld fillet at base with no undercut. c. Any stud having a questionable weld will be subjected to a bend test by bending the

stud away from its axis until failure occurs but not exceeding 30o. Failure should occur in the stud, not in the weld. Replace studs that do not bend 30o without failure or otherwise do not meet these Specifications.

2.12 CONCRETE ANCHORS: A. Furnish and install manually expanded and adhesive anchor types. B. Furnish sizes indicated and install to conform to manufacturer's printed instructions. C. Anchors shall be manufactured by one of the following:

1. Drillco National Group, Inc., Long Island City, New York. 2. Hilti Inc., Tulsa, Oklahoma. 3. ITW Ramset/Red Head, Wood Dale, Illinois. 4. Simpson Strong-Tie Co., Dublin, California.

D. Concrete anchors that are not specifically indicated to be high strength steel or stainless steel shall be carbon steel with surface plating (or galvanizing) in accordance with manufacturer’s standard.

E. Anchors indicated to be high strength steel anchors shall be surface plated (or galvanized) in accordance with manufacturer’s standard.

F. Anchors indicated to be stainless steel shall be manufactured from 300 series stainless steel per the manufacturer's standard unless specifically indicated to conform to Type 304, 316.

G. Adhesive anchors shall be non-epoxy adhesive type anchors unless indicated to be epoxy adhesive type anchors.

H. Installed adhesive anchors shall not be disturbed or loaded until the anchor has been in place longer than the manufacturer’s cure time for the adhesive.

I. The concrete anchors for the various anchor types shall be as follows, unless otherwise indicated: 1. Wedge Type (carbon steel unless indicted to be stainless steel):

a. Hilti Kwik-bolt III. b. ITW Ramset/Red Head Trubolt. c. Simpson Wedge-All.

2. Flush Type (internal plug expansion) Type: a. Hilti HDI Drop-In. b. ITW Ramset/Red Head Multi-Set II. c. Simpson Drop-In.


81799_4520_055013 055013-10

3. Undercut Type (carbon steel unless indicated to be stainless steel): a. Drillco Maxi-Bolt (ASTM A193 Grade B7 for carbon steel). b. Hilti HDA-P Undercut.

4. Adhesive Type – Carbon Steel: a. Hilti HIT HY 150 injection adhesive with HAS Standard ASTM A36 Rods. b. Hilti HVA Capsule adhesive with HAS Standard ASTM A36 Rods. c. Simpson Acrylic-Tie injection adhesive with ASTM A307 (SAE 1018) threaded

rods. 5. Adhesive Type – High Strength Carbon Steel:

a. Hilti HIT HY 150 injection adhesive with HAS Super ASTM A193 B7 Rods. b. Hilti HVA Capsule adhesive with HAS Super ASTM A193 B7 Rods. c. ITW Ramset/Red Head A7 injection adhesive with ASTM A193 Grade B7 (SAE

4140) threaded rods. d. Simpson Acrylic-Tie injection adhesive with ASTM A193 Grade B7 (SAE 4140)

threaded rods. 6. Adhesive Type – Stainless Steel:

a. Hilti HIT HY 150 injection adhesive with HAS SS AISI 304 or 316 SS Rods. b. Hilti HVA Capsule adhesive with HAS SS AISI 304 or 316 SS Rods. c. ITW Ramset/Red Head A7 injection adhesive with AISI 304 or 316 stainless steel

threaded rods. d. Simpson Acrylic-Tie injection adhesive with AISI 304 or 316 stainless steel

threaded rods. 7. Epoxy Adhesive Type – Carbon Carbon Steel:

a. Hilti HIT RE 500 injection adhesive with HAS Standard ASTM A36 Rods. b. Simpson SET injection adhesive with ASTM A307 (SAE 1018) threaded rods.

8. Epoxy Adhesive Type – High Strength Carbon Steel: a. Hilti HIT RE 500 injection adhesive with HAS Super ASTM A193 B7 Rods. b. ITW Ramset/Red Head C6 injection adhesive with ASTM A193 Grade B7 (SAE

4140) threaded rods. c. Simpson SET injection adhesive with ASTM A193 Grade B7 (SAE 4140) threaded

rods. 9. Epoxy Adhesive Type – Stainless Steel:

a. Hilti HIT RE 500 injection adhesive with HAS SS AISI 304 or 316 SS Rods. b. ITW Ramset/Red Head C6 injection adhesive with AISI 304 or 316 stainless steel

threaded rods. c. Simpson SET injection adhesive with AISI 304 or 316 stainless steel threaded rods.

J. Minimum embedment of wedge-type anchors shall be as follows, unless otherwise indicated:

Anchor size Minimum Embedment 1/4” 1-1/8” 3/8” 1-3/4” 1/2” 2-1/4” 5/8” 2-3/4” 3/4” 3-3/8” 7/8” 3-7/8” 1” 4-1/2” 1 1/4” 5-5/8”

K. Minimum embedment for adhesive anchors (i.e., non-epoxy adhesive anchors) shall be as follows, unless otherwise indicated:


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Carbon Steel High Strength Steel Stainless Steel Size See above Hilti HVA See above Hilti HVA See above Hilti HVA 3/8” 1-3/4” 3-1/2” 5-1/4” 5-1/4” 3-1/2” 3-1/2” 1/2” 2-1/8” 4-1/4” 6-3/8” 6-3/8” 4-1/2” 4-1/4” 5/8” 2-1/2” 5” 7-1/2” 7-1/2” 5-5/8” 5” 3/4” 3-3/8” 6-5/8” 10” 10” 6-3/4” 6-5/8” 7/8” 3-7/8” 6-5/8” 11-1/4” 10” 7-7/8” 6-5/8” 1” 4-1/2” 8-1/4” 12-3/8” 12-3/8” 9” 8-1/4” 1-1/4” 6” 12” 15” 15” 12” 12” L. Minimum embedment for epoxy adhesive anchors shall be as follows, unless otherwise

indicated: Size Carbon Steel High Strength Steel Stainless Steel

3/8” 1-3/4” 4-1/2” 3-1/2” 1/2” 2-1/4” 6” 4-1/2” 5/8” 2-7/8” 7-1/2” 5-5/8” 3/4" 3-3/8” 9” 6-3/4” 7/8” 4” 10-1/2” 7-7/8” 1” 4-1/2” 12” 9” 1-1/4” 5-5/8” 15” 11-1/4”

M. Minimum embedment for undercut anchors shall be as follows, unless otherwise indicated:

Inch Size Metric Size (Equiv.)* Drillco Maxi-Bolt Hilti HAD-P 1/4" N.A. 2” N.A. 3/8” M10 3-1/2” 4” 1/2” M12 6” 5” 5/8” M16 7-1/2” 7.5” 3/4" M20 9-1/4” 9.8” 7/8” N.A. N.A. N.A. 1” N.A. 12-1/2” N.A. 1-1/4” N.A. 16” N.A.

* Drillco anchors are available in inch diameters, and the Hilti anchors are available in metric diameters. Inch diameters will be shown on the Drawings. If Hilti anchors are used, the metric equivalents shown in this table shall be provided.

2.13 SHOP-PROTECTIVE COATING: A. Surface Preparation: Prepare all surfaces except galvanized (or otherwise specified) in

accordance with (SSPC-6) (SSPC-SP10) and 1.0 - to 1.5-mil profile depth. B. Apply shop coat of inorganic zinc-rich primer (ethyl silicate base), 3-mil dry-film thickness, to

all steel including connections except for the following surfaces: 1. Where encased in concrete. 2. Covered with gunite. 3. Within 3 inches adjacent to field welds. 4. Top flange and anchors on composite beams.


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C. The shop applied inorganic zinc rich primer along with the specified surface preparation shall meet the requirements for Class A relative to painted faying surfaces, slip coefficient, hole type, cure time, etc., as required by RCSC "Specification for Structural Joints Using ASTM A325 or A490 Bolts". Unless otherwise indicated or specified, submit paint manufacturer's certification that the paint to be incorporated with the specified surface preparation will meet the above stipulated requirements.

D. Manufacturer: 1. Ameron - Dimetcote 9HS. 2. Carboline - Carbozinc 11HS. 3. ICI Devoe - Catha-Coat 304V. 4. International - Interzinc 22HS. 5. Tnemec - Span Prime Ultra IOZ Series 385.

E. Coating shall not exceed specified mil thickness by more than 20%. If this tolerance is exceeded, Supplier and fabricator shall be responsible for corrective action and compatibility with finish coats.

2.14 GALVANIZING: A. Galvanize steel after fabrication where indicated or specified to be galvanized.


81799_4520_099000 CR-1 099000 CR-1

COATING REPORT Contract Name: _________________________ Contract No.: ____________________________

Coating Contractor: ______________________ Foreman: _______________________________

Unit or Surface Identification: _______________________________________________________

Unit or Surface Location: Exterior: ____________________, Interior: _____________________

Surface Preparation:

Date _________________; Air Temp ______________oF; Relative Humidity ______________%

Method of Surface Preparation: ______________________________________________________

Profile achieved _________________________ mils (if applicable).

Touch-Up:

Date ____________; Time ____________; Air Temp _________oF; Surface Temp _________oF

Relative Humidity _________________________%; Dew Point _________________________oF

Coating Used _________________________________; Dry Film Obtained ______________mils.

First Coat:



Coating Used _________________________________; Dry Time Before Recoat __________ hrs.

Dry Film Obtained __________________ mils.

Second Coat:



Coating Used _________________________________; Dry Time Before Recoat __________ hrs.

Dry Film Obtained __________________ mils.

Third Coat:



Coating Used _________________________________; Dry Film Obtained ______________mils.

PCSC2 0107

Burns & McDonnell Engineering Company Engineers – Architects – Consultants

Kansas City, Missouri

PROTECTIVE COATING SYSTEM

System: C-2

SERVICE: Steel & Iron: Surface Temperature 350° to 1000°F (177° to 538°C) Continuous

Surface Preparation: Shop or Field First Coat: SSPC-10 and profile depth 1.0 mil (0.025 mm). Field Touch-Up (of Shop-applied first coat): SSPC-6 and profile depth 1.0 mil (0.025 mm).

First Coat: Silicone aluminum. Aluminum or grey color. Apply at 1.0 to 1.5 mils (0.025 to 0.038 mm) dry film thickness, or greater as required by manufacturer.

Second Coat: Same as first coat.

System Total: Minimum 2.0 to 3.0 mils (0.051 to 0.076 mm) dry film thickness.

Volatile Organic Content: Maximum 5.3 lb/gal (623 g/L).

COATING MANUFACTURER

PRODUCT DESIGNATION

Ameron Carboline ICI Devoe International Keeler & Long Pittsburgh Paints Sherwin-Williams Tnemec

FIRST COAT TOUCH UP SECOND COAT THIRD COAT

Amercoat 878 Same as first coat Same as first coat

Thermaline 4700 Same as first coat Same as first coat

HT-12 Same as first coat Same as first coat*

Intertherm 50 Same as first coat Same as first coat*

Hi-Heat Silicone Same as first coat Same as first coat* No. KLC 3731

Speedhide High Same as first coat Same as first coat* Heat 6-220

Kem Hi-Temp Same as first coat Same as first coat* Aluminum 100-A-518

Silicone Aluminum Same as first coat Same as first coat* 39-1261

*Note: Coatings require heating of substrate for proper curing and coating performance after coating system application.

81799_4520_099000 099000-1

DIVISION 9 - FINISHES SECTION 099000 - PROTECTIVE COATINGS

PART 1 - GENERAL

1.01 SUMMARY: A. This Section includes coating of exterior and interior surfaces throughout the Project and

which are listed in PART 2, with systems specified on "coating system" sheets at the end of this Section.

B. Coating systems include surface preparation, prime coat (first coat), finish coats (second and third coats), inspection, cleaning, and touch-up of surfaces and equipment. Shop preparation, prime coat, and finish coats to be shop-applied, may be specified elsewhere or referenced to this Section so that a complete system is specified and coordinated. 1. Where surface preparation and first (prime) coat are specified in other Sections to be

shop-applied, such as for structural steel, hollow metal doors or equipment, only the touch-up and finish coats are a part of field painting. Surface preparation is the required degree of preparation prior to application of first (prime) coat regardless if done in shop or field.

2. If materials are provided without shop primer such as miscellaneous steel or sheet metal, then surface preparation, first, second, and third coats are a part of field painting.

3. Concealed surfaces are generally not required to have finish-coats unless otherwise specified, but prime coat should be applied and touched up prior to concealment.

4. Where Equipment and Materials are provided with shop-applied finished coating system, only touch-up is a part of field painting.

5. Refer to applicable Sections to determine whether surface preparation and first coat, or complete coating system, is to be shop-applied.

C. Related Work Specified Elsewhere: 1. Shop Painting and Coatings: All applicable Divisions.

D. Colors: 1. Color of finish coatings shall match accepted color Samples. 2. When second and finish coats of a system are of same type, tint or use an alternate color

on second coat to enable visual coverage inspection of the third coat. When first and second coats only are specified and are of same or different types, tint or use an alternate color on first coat to enable visual coverage inspection of the second coat.


1. American National Standards Institute (ANSI): a. A13.1 - Scheme for the Identification of Piping Systems. b. Z535.1 - Safety Colors.

2. American Society for Testing and Materials (ASTM): a. D2092 – Guide for Treatment of Zinc-Coated (Galvanized) Steel Surfaces for

Painting. b. D4258 - Surface Cleaning Concrete for Coating. c. D4259 - Abrading Concrete. d. D4260 - Acid Etching Concrete. e. D4261 - Surface Cleaning Concrete Unit Masonry for Coating.

3. Society for Protective Coatings (SSPC) Surface Preparation Specifications: a. SP1 - Solvent Cleaning: Removes oil, grease, soil, drawing and cutting compounds,

and other soluble contaminants. b. SP2 - Hand Tool Cleaning: Remove loose material. Not intended to remove

adherent mill scale, rust, and paint.

SECTION 099000 - PROTECTIVE COATINGS: continued

099000-2 81799_4520_099000

c. SP3 - Power Tool Cleaning: Removes loose material. Not intended to remove all scale or rust.

d. SP5 - White Metal Blast Cleaning: Removes all scale, rust, foreign matter. Leaves surface gray-white uniform metallic color.

e. SP6 - Commercial Blast Cleaning: Two-thirds of every nine square inches free of all visible residues; remainder only light discoloration.

f. SP7 - Brush-Off Blast Cleaning: Removes only loose material, remaining surface tight and abraded to give anchor pattern.

g. SP10 - Near-White Blast Cleaning: At least 95% of every nine square inches shall be free of all visible residues.

h. SP11 - Power Tool Cleaning to Bare Metal. i. SP12 – Surface Preparation and Cleaning of Steel and Other Hard Materials by

High and Ultrahigh Pressure Water Jetting Prior to Recoating. j. SP13 – Surface Preparation of Concrete.

4. National Sanitation Foundation (NSF): a. 61 - Drinking Water Treatment Chemicals - Health Effects.


1. Schedule of products and paint systems to be used. Schedule shall include the following information: a. Surfaces for system to be applied. b. Surface preparation method and degree of cleanliness. c. Product manufacturer, name, and number. d. Method of application. e. Dry film mil thickness per coat of coating to be applied.

2. Technical and material safety data sheets. 3. Certification(s) by coating manufacturer(s) that all coatings are suitable for service

intended as stated on each coating system sheet. If manufacturer has an equivalent product as that specified, and it is suitable for the intended purpose, Supplier shall submit the recommended product for approval at no increase in cost, and state reasons for substitution.

4. Supplier shall certify in writing to the Engineer/Architect that applicators have previously applied all the systems in this Specification and have the ability and equipment to prepare the surfaces and apply the coatings correctly.

C. Submittals for industrial maintenance coatings shall be prepared by, or have assistance in preparation of, a corrosion engineer or industrial coatings technical representative of the coating manufacturer.

1.04 QUALITY ASSURANCE: A. Certification: Coating work shall be performed by an SSPC certified Supplier having a

minimum of Category QP 1 certification for work without hazardous paint removal, and Category QP 2 certification for work involving hazardous paint removal.

B. Include on label of container: 1. Manufacturer's name, product name, and number. 2. Type of paint and generic name. 3. Color name and number. 4. Storage and temperature limits.


81799_4520_099000 099000-3

5. Mixing and application instructions, including requirements for precautions which must be taken.

6. Drying, recoat, or curing time. C. Sampling of Materials:

1. All materials to be used will be subject to testing for compliance with Specifications. D. A coating report shall be completed daily by Supplier at each phase of the coating system

starting with surface preparation. These shall be submitted on the form attached at end of this Section.

E. In the event a problem occurs with coating system, surface preparation, or application, Supplier shall require coating applicator and coating manufacturer's technical representative to promptly investigate the problem and submit results to Engineer/Architect.

F. Specified VOC shall mean unthinned maximum VOC certified by manufacturer. VOC content as a result of thinning shall not exceed that allowed by federal or local environmental regulations.

1.05 DELIVERY, STORAGE, AND HANDLING: A. Delivery of Materials:

1. Deliver in sealed containers with labels and information legible and intact. Containers shall also have correct labels with required information.

2. Allow sufficient time for testing if required. B. Storage of Materials:

1. Store only acceptable materials on Project Site. 2. Provide separate area and suitable containers for storage of coatings and related coating

equipment. 3. Dispose of used or leftover containers, thinners, rags, brushes, and rollers in accordance

with applicable regulations.

1.06 REGULATORY REQUIREMENTS: A. In addition to requirements specified elsewhere for environmental protection, provide coating

materials that conform to the restrictions of the U.S. EPA and the local and regional jurisdictions. Notify Engineer/Architect of any coating specified herein that fails to conform to the requirements for the location of the Project or location of application.

B. Lead Content: Use only coatings that are totally lead free except for zinc-rich primers which shall not have a lead content over 0.06% by weight of nonvolatile content.

C. Chromate Content: Do not use coatings containing zinc-chromate or strontium chromate. D. Asbestos Content: Materials shall not contain asbestos. E. Mercury Content: Materials shall not contain mercury or mercury compounds.

1.07 PROJECT CONDITIONS: A. This Project contains some structures of a height in which drifting coatings, if spray-applied,

could contaminate adjacent structures or building surfaces. All containment precautions and application methods shall be taken into consideration and implemented to prevent the above from occurring.

PART 2 - PRODUCTS

2.01 ACCEPTABLE MANUFACTURERS: A. Proprietary names and product numbers are specified in most systems for material

identification from these manufacturers: 1. Ameron Protective Coatings Systems Group, Ameron Corp.


099000-4 81799_4520_099000

2. Carboline Company, Inc. 3. Ceilcote USA, Inc. 4. Devoe Coating Company, Division of ICI. 5. ITW Devcon Futura Coatings, Inc. 6. International Protective Coatings. 7. Keeler & Long, Inc., Division of PPG Industries, Inc. 8. Pittsburgh Paints, PPG Industries Inc. 9. Sherwin-Williams. 10. Tnemec Company, Inc. 11. Equivalent coatings (on approval by Engineer/Architect) are acceptable from the

following alternate companies: a. E.I. DuPont de Nemours & Co., Inc. b. Benjamin Moore Company. c. Coronado Paint Company. d. Rust-Oleum. e. Sigma Coatings USA B.V. f. U.S. Coatings, Inc. g. Kwal-Howells, Inc.

2.02 GENERAL: A. Materials furnished for each coating system must be compatible to the substrate. B. When unprimed surfaces are to be coated, entire coating system shall be by the same coating

manufacturer to assure compatibility of coatings. C. When shop-painted surfaces are to be coated, ascertain whether finish materials will be

compatible with shop coating. Inform Engineer/Architect of any unsuitable substrate or coating conditions.

2.03 COATING SYSTEMS: A. Specified on the "Protective Coating System" sheets at the end of this Section.

2.04 SURFACES TO BE COATED: A. System C-1:

1. Exterior surface of all carbon steel piping. B. System C-2:

1. Exterior surface of SCR Outlet Duct and all attached components. 2. Exterior surface of Exhaust Stack and all attached components. 3. Exterior surface of Charge Air Duct and all attached components.

2.05 SURFACES NOT TO BE COATED: A. Galvanized steel unless specifically specified otherwise. B. Stainless steel piping and equipment. C. Finish coats are not required on components which are insulated.

2.06 COLOR CODING OF PIPING AND PHYSICAL HAZARDS: A. Color Coding of Piping: Exterior and interior by color coding entire pipe.

1. General: a. Coat piping with solid colors as specified for entire length of pipe in exposed

finished and unfinished areas. Exclude areas in pipe chases and furred areas. b. Coat all other piping in colors matching adjacent surfaces. If adjacent area is

unfinished, paint in color determined by Engineer/Architect.


81799_4520_099000 099000-5

c. Identify piping with legend and arrows per Appendix 485990. Apply after completion of finish coating.

2. Color Scheme per Appendix 485990. 3. Location of Legends and Arrows:

a. Place on piping near connections to Equipment, adjacent to valves or fittings, on both sides of walls penetrated, and at intervals not to exceed 50 feet (15 meters).

b. Place arrows adjacent to or below legends depending upon visibility. Place arrows in direction of flow. For dual-flow piping, indicate both directions.

c. Locate legends to be visible from normal line of vision above floor level. Legend locations subject to approval of Engineer/Architect.

4. Letter Size: a. Block-style letters, all capitals, conforming to ANSI A13.1 and as follows:

Outside Diameter of Minimum Size of Letters Pipe or Covering and Arrows Less than 3/4" (19mm) Approved metal tag or band 3/4" to 1-1/4" (19mm to 32mm) 1/2" (13mm) 1-1/2" to 2" (38mm to 50mm) 3/4" (19mm) 2-1/2" to 6" (64mm to 150mm) 1-1/4" (32mm) 8" to 10" (200mm to 250mm) 2-1/2" (64mm) Over 10" (250mm) 3-1/2" (89mm)

B. Color Coding Physical Hazards: Exterior and interior. 1. General:

a. Paint areas indicated to identify physical hazard areas as required by ANSI Z535.1. b. All colors shall conform to Federal Safety Color Code requirements.

2. Color Coding:

Area or Item Color Fire Protection Equipment and Apparatus, Danger or Stop Red Caution - Moving Hazards Orange Caution - Stationary Hazards Yellow or Yellow and Black Stripes Safety Areas and First Aid Equipment Green Housekeeping and Traffic Area Designations White and Black Stripes

PART 3 - EXECUTION

3.01 SURFACE PREPARATION: A. Prepare surfaces for each coating system conforming to SSPC or ASTM surface preparation

specifications listed. 1. If grease or oils are present, SSPC-SP1 shall precede any other method specified for

metal substrates. 2. Remove surface irregularities such as weld spatter, burrs, or sharp edges prior to

specified surface preparation. B. Depth of profile will be as specified or as recommended by the manufacturer for each system,

but in no instance shall it exceed one-third of the total dry film thickness of complete system. C. Prepare only those areas which will receive the first coat of the system on the same day.


099000-6 81799_4520_099000

1. On steel substrates, apply coating before rust bloom forms. D. For new galvanized steel to be coated, if absence of hexavalent stain inhibitors is not

documented, test as described in ASTM D2092, Appendix X2, and remove by one of the methods described therein.

3.02 APPLICATION: A. Apply coatings in accordance with coating manufacturer's recommendations. B. Use properly designed brushes, rollers, and spray equipment for all applications. C. On unprimed surfaces apply first coat of the system the same day as surface preparation. D. Dry film thickness of each system shall meet the minimum specified. Maximum dry film

thickness shall not exceed the minimum more than 20% or coating manufacturer's requirements if less. Where a dry film thickness range is specified, the range shall not be less than or exceeded.

E. Shop and field painting shall remain 3 inches (75mm) away from unprepared surface of any substrate such as areas to be welded or bolted.

F. Environmental Conditions: 1. Atmospheric temperature must be 50oF (10oC) or higher during application, unless

otherwise approved by coating manufacturer. Do not apply coatings when inclement weather or freezing temperature may occur within coating recoat cure times.

2. Wind velocities for exterior applications shall be at a minimum to prevent overspray or fallout and not greater than coating manufacturer's limits.

3. Relative humidity must be less than 85%. The ambient temperature and the temperature of the surface to be painted must be at least 5oF (2.8oC) above the dew point.

4. Provide adequate ventilation in all areas of application to ensure that at no time does the content of air exceed the Threshold Limit Value given on the manufacturer's Material Safety Data Sheets for the specific coatings being applied.

G. Recoat Time: In the event a coating, such as an epoxy, has exceeded its recoat time limit, prepare the applied coating in accordance with manufacturer's recommendations.

H. Protection: 1. Cover or otherwise protect surfaces not to be painted. Remove protective materials when

appropriate. 2. Mask, remove, or otherwise protect finish hardware, machined surfaces, grilles, lighting

fixtures, and prefinished units as necessary. 3. Provide cover or shields to prevent surface preparation media and coatings from entering

orifices in electrical or mechanical Equipment. Where ventilation systems must be kept in operation at time of surface preparation, take precautions to shield intakes and exhausts to prevent the materials from entering system or being dispersed.

4. Provide signs to indicate fresh paint areas. 5. Provide daily cleanup of both storage and working areas and removal of all paint refuse,

trash, rags, and thinners. Dispose of leftover containers, thinners, rags, brushes, and rollers which cannot be reused in accordance with applicable regulations.

6. Do not remove or paint over Equipment data plates, code stamps on piping, or UL fire-rating labels.

3.03 INSPECTION: A. Supplier shall provide and use a wet film gauges to check each application approximately

every 15 minutes in order to immediately correct film thickness under or over that specified. B. Supplier shall provide and use a dry film gauge to check each coat mil (mm) thickness when

dry, and the total system mil (mm) thickness when completed.


81799_4520_099000 099000-7

C. Use holiday or pinhole detector on systems over metal substrates to detect and correct voids when indicated on system sheet.

D. Furnish a sling psychrometer and perform periodic checks on both relative humidity and temperature limits.

E. Check air temperature and temperature of the substrate at regular intervals to be certain surface is 5oF (2.8oC) or more above the dew point.

3.04 CLEANING AND REPAIRS: A. Remove spilled, dripped, or splattered paint from surfaces. B. Touch up and restore damaged finishes to original condition. This includes surface preparation

and application of coatings specified.
