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Home My WebLink About4.497 Original Contract </. </q7 " "t . . BID DOCUMENTS FOR WATER AND WASTEWATER MATERIALS PURCHASE CONTRACT NO. 05-01A CITY OF PORT ANGELES WASHINGTON JUNE 2005 GLENN A. CUTLER, P.E., DIRECTOR OF PUBLIC WORKS & UTILITIES GARY KENWORTHY, CITY ENGINEER -,>"1C2 ~ \'\ S ELf C-n<. l c.. ORIGINAL #1 N:\PROJECTS\05-01 Utility Extension to WUGA\Pre-Purchase\Bld Docs.doc Page 1 of 13 iii '- .... ~.. BID DOCUMENTS FOR WATER AND WASTEWATER MATERIALS PURCHASE CONTRACT NO. OS-01A CITY OF PORT ANGELES WASHINGTON JUNE 2005 GLENN A. CUTLER, P.E., DIRECTOR OF PUBLIC WORKS & UTILITIES GARY KENWORTHY, CITY ENGINEER N:\PROJECTS\05-01 Utility Extension to WUGA\Pre-Purchase\Bid Docs.doc Page 1 of 13 /of - .' . - INVIT A T!ON TO BID Sealed bids will be received by the Public Works and Utilities Director until 2:00 PM, Friday, June 24, 2005, and at 2:01 PM on June 24 will be opened and read in the Engineering Conference Room, 2nd floor of Port Angeles City Hall, 321 East Fifth Street, Port Angeles, Washington 98362. Bids will be taken for the following Materials: 3 Hp Submersible Sewage Pump and Motor 2 Each 30 Hp Horizontal End Suction Centrifugal Booster Pump and 3 Each Motor 250 Hp Horizontal Split Case Centrifugal Booster Pump and 2 Each Motor Slanting Disk Check Valve - 3 Inch 3 Each Slanting Disk Check Valve - 8 Inch 2 Each Motor Control Center for Water Pump Station 1 Lump Sum .- Starter for 250 Hp Pump 2 Each Bidders are not required to bid on all items. The materials to be bid are fully described in the instructions to bidders and the bid documents. Technical questions regarding this bid should be addressed in writing to Mike Szatlocky at (360) 417-4808. All bids must be on the form provided and must be accompanied by a bid deposit in the form of a surety bond, postal money order or cashier's check for a sum of not less than 5% of the amount of the bid. Faxed bids and/or surety bonds will not be accepted. Contract(s) may be awarded to the lowest responsible bidder for one, several, or all of the items. The City of Port Angeles reserves the right to reject any or all bids and to waive informalities in the bidding process. Minority and women owned businesses shall be afforded full opportunity to submit bids in response to this invitation, shall not be discriminated against on the grounds of sex, race, color, age, national origin or handicap in consideration of an award of any contract or subcontract, and shall be actively solicited for participation in this project by direct mailing of the invitation to bid to such businesses as have contacted the City for such notification. Further, all bidders are directed to solicit and consider minority and women owned businesses as potential subcontractors and material suppliers for this project. Bids must be sealed with the outside of the envelope marked "BID OPENING DATE: June 24,2005, PURCHASE CONTRACT NO. 05-01A". The name and address of the bidder shall also appear on the outside of the envelope. Bids shall be addressed to the Public Works and Utilities Director, PO Box 1150, 321 East Fifth Street, Port Angeles, Washington 98362. Page 2 of 13 ... INSTRUCTIONS FOR BIDDERS BID SUBMITTAL: All bids must be sealed with the outside of the envelope marked with the words: "BID OPENING DATE: June 24,2005, PURCHASE CONTRACT NO. 05-01A". The name and address of the bidder shall also appear on the outside of the envelope. Bids shall be directed to the Director of Public Works and Utilities, and mailed to P.O. Box 1150, or delivered to 321 East Fifth Street, Port Angeles, Washington 98362. It is the intent of the attached specifications to describe the minimum requirements for the materials requested in sufficient detail to secure bids on comparable materials. All parts included in the bid shall conform in strength, quality of workmanship and material to that which is usually provided the trade in general. Any variance from the specifications or standards of quality must be clearly pointed out in writing by the bidder. Do not make reference to brochures or supporting literature on the bid sheet. All notations for bid compliance or exceptions are to be made on the bid sheet or on a plain p,iece of paper attached and referenced to the bid item. Bidders are not required to bid on all items. The City will evaluate bids for each item independently, without regards to bids for other items. The award decision will be based on lowest responsive bid for each item. If a bidder's company policy mandates use of an official quotation form, it may be submitted. However, the cost data must be duplicated on the City's bid form. Unless expressly accepted in writing, no terms or conditions stated in a bidder's quotation form are included or incorporated into the purchase contract. The City's bid form must be signed by the bidder or its agent in order for the proposal to be accepted. If alternate materials are proposed, bidders are required to submit a separate bid form for each unit offered. All bids must be made on the required bid form, and in cases of errors in the extension of prices in the bid, the unit prices will govern. All blank spaces for bid prices must be filled in, with ink or typewritten, and each bid form for which the bidder is providing a bid must be fully completed and executed when submitted. Only one copy of each complete bid form is required. The completed bid form(s) must be accompanied by one completed Non-Collusion Affidavit form, and one bid deposit in the form of a cashier's check, postal money order, or surety bond for a sum of not less than 5% of the amount of the total bid for the items for which the bidder is providing a bid. Faxed bids and/or surety bonds will not be accepted. Failure to adhere to instructions may constitute disqualification of proposal. COMPLIANCE WITH SPECIFICATIONS: The materials must be in accordance with the specifications. Failure on the Contractor's part to comply with any specification herein, once the bid is accepted by the City, will be grounds for disqualification of the bid. Page 3 of 13 WI . - All items called for in the specifications, including but not limited to the materials constructed as shown, and the necessary manuals, must be complied with before the , j final payment can be processed. J Where the description of an item includes both specifications and a brand name and number, the specifications shall govern in case of conflict. Brand name and number are for' reference as to the type and quality required and do not preclude offers of a comparable or better product, provided full specifications and descriptive literature accompany the offer. Failure to include full descriptive literature may be cause to reject the offer. The term "approved equal" shall mean that the quality of materials must be equal to the named reference and receive the approval of the City. The City shall be the sole arbiter in the determination of equality, and it reserves the right to reject any and all bids, to accept the bid or bids which in its sole and absolute judgment will, under all circumstances, best serve the interest of the City. GENERAL INFORMATION: The City of Port Angeles reserves the right to consider delivery time, to waive any informalities or minor defects and to reject any and all bids. Any bid may be withdrawn prior to the above scheduled time for the opening of bids or authorized postponement thereof. Any bid received after the time and date specified shall not be considered. No Bidder will be permitted to withdraw its proposal between the closing time for receipt of proposals and the execution of contract, unless the award is delayed for a period exceeding sixty (60) calendar days. The City of Port Angeles may, at its option, in awarding this purchase contract, take into consideration the revenue it would receive from purchasing the materials from a supplier located within its boundaries, in accordance with RCW 39.30.040. All offers made in accordance with the Invitation to Bid shall be good and firm for the period of 60 calendar days after receiving initial order unless the Bidder specifically limits its offer to a shorter period by written notification on the bid document. However, bids so modified may be declared non-responsive. Quantities shown are of total estimated initial quantities to be ordered. Payments shall be made monthly for materials received and invoiced. Should a vendor fail to deliver any item within 75 calendar days of execution of a contract, the City may, at its option, exercise its right to deduct from that vendor's billing liquidated damages of five hundred ($500.00) dollars per day for each day any shipment is late. This amount is fixed and agreed upon by the successful bidder and the City because of the impracticability and extreme difficulty in ascertaining the actual damages the City would sustain in such an event. Minority and women owned businesses shall be afforded full opportunity to submit bids in response to this invitation, shall not be discriminated against on the grounds of sex, race, color, age, national origin or handicap in consideration of an award of any contract or subcontract, and shall be actively solicited for'participation in this project by direct mailing of the invitation to bid to 'Such businesses as have contacted the City for such Page 4 of 13 .. - notification. Further, all bidders are directed to solicit and consider minority and women owned businesses as potential subcontractors and material suppliers for this project. , , .' I I Signing of the bid sheet by Contractor and subsequent acceptance by the City Council of the lowest responsible bid(s) will constitute a binding agreement between the City and Contractor. Contractor understands and agrees that no contract payment will be made until the City certifies that all stated specifications have been complied with and the materials are delivered and accepted by the City. Bids will be evaluated and submitted to the City Council for acceptance or rejection as soon as possible atter bid opening. All bidders will be notified of results in writing. Upon award of a contract to the successful bidder(s), the City will send the Contractor duplicate, complete sets of Contract Documents, which will include the City's Purchase Order Requisition. The Purchase Order Requisition will include the final agreed upon price and the specific materials being purchased. The Contractor will then sign the duplicate sets of Contract Documents and return them for signing by the City. Each party will retain a fully executed set of the Contract Documents. The invitation to Bid is released by the City of Port Angeles Public Works and Utilities Department, which shall act as sole point of contact for administration of the bidding. Questions should be directed in writing to Mike Szatlocky (360) 417-4808; or Steve Sperr, (360) 417-4821. STANDARD TERMS AND CONDITIONS: THE PURCHASE CONTRACT INCLUDES THE FOLLOWING TERMS AND CONDITIONS AND THE PUBLISHED RULES, REGULATIONS, AND LAWS OF THE CITY OF PORT ANGELES AND THE STATE OF WASHINGTON, WHICH ARE HEREBY INCORPORATED BY REFERENCE. 1. CHANGES: No alteration in any of the terms, conditions, delivery price, quality, quantities, or specification will be effective without written consent of the appropriate representative of the City. Any variation proposed by the successful bidder must be approved in writing by the City prior to the change. Such variations, regardless of whether there is any adjustment in the contract amount, must be confirmed by a fully- signed change order. Failure to follow this procedure can result in non-acceptance of the materials by the City. 2. HANDLING: No charges will be allowed for handling, including but not limited to packing, wrapping bags, containers or reels, unless otherwise stated herein. 3. DELIVERY & ACCEPTANCE: For any exception to the delivery date as specified in this Contract, Contractor shall give prior notification and obtain written approval thereto from the City. Time is of the essence and the Contract is subject to termination for failure to deliver as specified and/or appropriate damages. The acceptance by the City of late performance with or without objection or reservation shall not waive the right to claim damage for such breach nor constitute a waiver of the requirements for the timely performance of any obligation remaining to be performed by Contractor. Page 5 of 13 /, The successful bidder shall be responsible for delivery to the City's Corporation Yard, 1703 S. liB" Street in Port Angeles, Washington, between the hours of 7:00 AM and 1 :30 PM during the City's normal work day, unless otherwise agreed upon by both parties. . 4. DAMAGES FOR DELAY: Delays add cost to the City in the form of time needed for operational duties, administration and supervision. Because the City finds it impractical , to calculate all of the actual cost of delays, it has adopted the following to calculate liquidated and actual damages for failure to complete the delivery of the equipment/material on time. Accordingly, the Contractor agrees to: a. Pay liquidated damages in the amount of $500 for each calendar day beyond the 75 calendar days established for physical delivery of the equipment/material. b. To authorize the City to deduct these liquidated and actual damages from any money due or coming due to the Contractor. 5. PAYMENTS: Invoices will not be processed for payment until receipt of a properly completed invoice or invoiced items, whichever is later. Payment will be made within 30 days of receipt of invoice. 6. SHIPPING INSTRUCTIONS: Unless otherwise specified, all goods are to be shipped prepaid, F.O.B. the City's Corporation Yard, located at 1703 South B Street. 7. REJECTION: All goods or materials purchased herein are subject to approval by the City. Any rejection of goods or material resulting because of non-conformity to the terms and specifications of this Contract, whether held by the City or returned, will be at Contractor's risk and expense. 8. IDENTIFICATION: All invoices, packing lists, packages, shipping notices, instruction manuals, and other written documents affecting this Contract shall contain the applicable purchase contract number. 9. INFRINGEMENTS: Contractor agrees to protect and hold harmless the City against all claims, suits or proceedings for patent, trademark, copyright or franchise infringement arising from the purchase, installation, or use of goods and materials ordered, and to assume all expenses and damages arising from such claims, suite or proceedings. 10. WARRANTIES: Contractor warrants that articles supplied under this Contract conform to specifications herein and are fit for the purpose for which such goods are ordinarily employed, except that if a particular purpose is stated, the material must then be fit for that particular purpose. 11. ASSIGNMENTS: The provisions or moneys due under this Contract shall only be assignable with prior written consent of the City. 12. TAXES: Unless otherwise indicated the City agrees to pay all State of Washington sales or use tax. No charge by Contractor shall be made for federal excise taxes, and the City agrees Page -'6 of 13 to furnish Contractor, upon acceptance of articles supplied under this Contract with an exemption certificate. 13. LIENS, CLAIMS AND ENCUMBRANCES: Contractor warrants and represents that all the goods and materials ordered herein are free and clear of all liens, claims, or encumbrances of any kind. 14. RISK OF LOSS: Regardless of FOB point, Contractor agrees to bear all risks of loss, injury or destruction of goods and materials ordered herein which occur prior to acceptance of the material by the City. Such loss, injury or destruction shall not release Contractor from any obligation hereunder. ' 15. HOLD HARMLESS: Contractor shall protect, indemnify, and hold the City harmless from and against any damage, cost or liability for any injuries to persons or property arising from acts or omissions of Contractor, its employees, agents or subcontractors howsoever caused. 16. LABOR AND INDUSTRIES: Contractor is required to the extent applicable, to procure Labor and Industries permits LI 700-7 and LI 700-29 and abide by the requirements thereof. Copies of "Statement of Intent to Pay Prevailing Wages" and "Affidavit of Wages Paid" shall be submitted to the City Clerk and Department of Labor and Industries. 17 . ANTI-TRUST: Contractor and the City recognize that in actual economic practice overcharges resulting from anti-trust violations are in fact borne by the City. Therefore, Contractor hereby assigns to the City any and all claims for such overcharges. 18. DEFAULT: Contractor shall be liable for damages suffered by the City resulting from Contractor's breach of Contract. The Contractor covenants and agrees that in the event suit is instituted by the City for any default on the part of the Contractor, and the Contractor is adjudged by a court of competent jurisdiction to be in default, Contractor shall pay to the City all costs, expended or incurred by the City in connection therewith, and reasonable attorney's fees. The Contractor agrees that the Superior Court of the State of Washington shall have jurisdiction over any such suit, and that venue shall be laid in Clallam County. 19. BRANDS: When a special brand is named it shall be construed solely for the purpose of indicating the standards of quality, performance, or use desired. Brands of equal quality, performance, and use shall be considered, provided the bidder specifies the brand and model and submits descriptive literature when available. Any bid containing a brand which is not of equal quality, performance, or use specified must be represented as an alternate and not as an equal, and failure to do so shall be sufficient reason to disregard the bid. 20. SAFETY: The materials shall completely comply with all State and Federal laws, rules, regulations and codes in effect at the time of delivery. 21. ACCEPTANCE: CONTRACTOR ACCEPTS ALL OF THE TERMS AND CONDITIONS SET FORTH. FORMAL OBJECTION IS HEREBY MADE BY THE CITY TO ANY ADDITIONAL OR DIFFERENT TERMS PROPOSED BY VENDOR CONTRACTOR AS A CONDITION OF ACCEPTANCE OR DELIVERY. Page 7 of 13 .' u ,... . PURCHASE CONTRACT . THIS AGREEMENT is made and entered Into this ..2.i day of June . 2005. between the City of Port Angeles (hereinafter called the .City") and s t r a its r; 1 e 8 t r j c (hereinafter allied the -COntrac:tor-. '"Vendor", or .Bidder"). WITNESSETH: That the City and the Contractor, in consideration of the performance of the terms and condit~ hereinafter mentioned, agree as foDows: ARnCLE I CONTRACT DOCUMENTS - The complete contract includes the invitation to Bid, the Instructions to Biddels. the Bid Farm, the Specifications. the Standard Terms and Conditions, the Drawings, and the Purchase Contract. The foregoing documents shall hereinafter be called "Contract Documents- or "Conttact". All obligations of the City and the ConlraCtDr are fully set forth and described herein. . - . In the event of a discrepancy between any of the Contnld Documents, as &bove defined, the City shall give 8 written Int8rpretatlon thereof. which interpretation shall govern. ARTICLE R CONTRACT COST The Contractor agrees to seft end deliver to the City, at the delivery point specified In the lnstrucIfons to Bidders, and the City agrees to purchase and receive from Contrector the equipment 88 desa1bed and set forth in the Contract Documents and the provisions of the Contractor's bid attached and made a pert hereof. ARTICLE III ASSIGNMENT The Contracta' shall not assign any of Its respanslbi'iIy under this Contract wllhoUt the express written consent of the City. ARTICLE IV APPUCABLE LAW AND VENUE this Contract shall be governed by, and construed in accordance WIth, the applicable laws of the S1ate of Washington. MY legal proceedings to determine the rfghts and obligations of the parties hereunder shafl be brought end hean:l1n CIaIlam County Superior Court. ARTICLE V NONDISCRIMINATION During the performance of this Contract, the perUes shall condoot their business in a mannar which assures far, equal and nondiscriminatory treatment of all persons. without respect to race, aeed. color, sex, Vl8In8m era veteran status, disabled veteran condition. physical or mental handicap. or national origin, and, in particular: 1. The partIeS WIll maintain open hiring and employment prectices and will welcome applicaUans for employment in all positions from qualified Individuals who are members of the above stated minorities. 2. The parties wHI comply strictly with aU requlr8ments of eppIic8b1e federal, state or 1acaIl8ws or regulations Issued pursuant theretD. relating to the establishment of nondisaimlnatory raquiremen1s in hiring an emplOyment practices and assuring the service of all patrons end custamer& without dlSorlmlnatian with respect to the ebove-st8ted minority status. Page80f 13 ,I ~1rZ";;-;;" ---~7~_ Ii !i '- ~..._~*: - ~ ~-':~~~l~ , ~ - -l;:.'$t~~w~-:_--:~-:=~i<.~=~-:- ~-- ~ -~ ~- ~-~- --"-- -~--~ - - - -- .A- -=-: ~~~ -~':~~-..I-"'''- ARTICLE VI TERMINATION OF CONTRACT In the event that any of the provIsions of this Contract are violated by the Contractor or the Contractor's subcontractors, the City may serve written notice of intention to terminate such Contract upon the Contractor, which notice shall specify the reasons therefore Unless within thirty (30) days after serving such notice upon the Contractor such violation shall cease and an arrangement for the correction thereof satisfactory to the City be made, the Contract shall, upon the expiration of the said thirty (30) days, cease and terminate. In the event of any such termination, the City may purchase the matenals necessary for complete performance of this Contract, and the Contractor shall be liable to the City for any excess cost thereby ARTICLE VII SEVERABILITY If any term or condltton of this Contract or the application thereof to any person(s) or circumstances is held invalid, such invalidity shall not affect other terms, conditions, or applications which can be given effect without the invalid term, condition, or application. To thiS end the terms and conditions of thiS Contract are declared severable. ARTICLE VIII WAIVER Waiver of any breach of any term or condition of this Contract shall not be deemed a waiver of any pnor or subsequent breach, no term or condition of thiS Contract shall be held to be waived, modified, or deleted except by a written instrument signed by the parties hereto. CONTRACTOR ~ Title: tJu~ Dated: 7-$- O&, Dated '7 - I ~ - 05 A ~~~STO~ William Bloor, City Attorney ATTEST: Page 9 of 13 ". _-=--,=,,",..::~_~~-=-o::-==-__ ~_.. ~_ _ .____ _ _ __=--~_.....:=.=::....~----==-"-=-=-=-:o.::__JU.-~ -.::: ':-_ _ - - ..~.~-;:;:'",.":7'=::- ;:..--=--.::,.....:;: --...-~-'-.......':. ~~~....::.~_.:g-..-::=:-::::...~--===&j;--~..::&""~7"~-~~~~.:; --- *. - - - -:-:"":-Ci~.,..-4.-;:- ~~..r....:""_..--..... ________ _____H___ ___ ~ ---.;;.;;!"~=~~S= :--==-"i!.-lW!!!C -- -- -- ~- ._::--.:.::,:.?-~ ~ --~,-; - <-~'- BID FORM Item See , Estimated Unit Price Extended No. No. Description of Item Quantity Units (Figures) Amount 1 11305 3 Hp Submersible Sewage 2 Each $ $ & Pump and Motor 16220 2 11312 30 Hp Honzontal End Suction 3 Each $ $ & Centrifugal Booster Pump and 16220 Motor 3 11312 250 Hp Honzontal Split Case 2 Each $ $ & Centnfugal Booster Pump and 16220 Motor 4 15202 Slanting DIsk Check Valve - 3 3 Each $ $ Inch 5 15202 Slanting DIsk Check Valve - 8 2 Each $ $ Inch 6 16440 Motor Control Center for Water 1 Lump $ $ Pump StatIOn Sum 44043.38 44043.38 7 16440 Starter for 250 Hp Pump 2 Each S'8555.58 ~7111.16 Bid Subtotal $ 61154.54 Sales Tax (8.3%) $5075.83 Total $ 66230.37 ADDENDA ACKNOWLEDGMENT: The bidder hereby acknowledges that it has received Addenda No(s). N / A to this project manual. The undersigned hereby accepts the terms and conditions as set forth herein. This bid submittal sheet must be signed and dated by the bidder or a representative legally authorized to bind the bidder. FULL LEGAL NAME OF BIDDER straits Electric o Corporation rn Partnership (general) 0 Partnership (limited) o Sole Proprietorship 0 Limited Liability Company ADDRESS 1206 s. c. st./ P.o. Box 2914 TYPE OF BUSINESS: CITY/STATE/ZIP Port Angeles, Wa 98362 PHONE 360-452-9104 FAX 360-457-4698 TITLE Owner DATE June, 24th, 2005 SIGNE Page 10 of 13 . . t ~ ;;;...--- - 1---- --;~--- NON-COLLUSION AFFIDAVIT STATE OF WASHINGTON ) ) COUNTY OF Cliillam ) The undersigned, being first duly sworn on oath, says that the bid herewith submitted is a genuine and not a sham or collusive bid, or made in the interest or on behalf of any person not therein named; and (s)he further says that the said bidder has not directly or indirectly induced or solicited any bidder on the above work or supplies to put in a sham bid, or any other person or corporation to refrain from bidding; and that said bidder has not in any manner sought by collusion to secure to him/her self an advantage over any other bidder or bidders. ,20~. Subscribed and sworn to before me this 24 th:lay 0 otary Public in and for the State of Washington. Residing at Clallam County fv\y C (JVY1m;s,<;-r ()Y\ a.plJL'_-S 1'2--2.-q- og Page 11 of 13 ... ~ ,: l', ( -. -- ----- - ----~-- ----~-~--------- ------ -- ~ -- -- - ::.fe.. :;r~~~",~-=-",::<~ -~.=.I ~~- .~.........-::-:-=--: - ~ :: :.:f- BID BOND Herewith find deposit in the form of a cashiers check, postal money order or bid bond in the amount of $ ? less thah five (5%) percent of the total bid. which amount IS not BID BOND KNOW ALL MEN BY THESE PRESENTS That we, as Principal and as Surety, are held and firmly bound unto the CITY OF PORT ANGELES as Obligee, in the penal sum of Dollars, for the payment of which the Principal and the Surety bind themselves, their heirs, executors, administrators, successors and assigns, jOintly and severally, by these presents. The condition of this obligation is such that If the Obligee shall make any award to the Principal for: Project No. 05-01A WATER AND WASTEWATER MATERIALS according to the terms of the proposal or bid made by the Principal, therefor, and the Principal shall duly make and enter into a contract with the Obligee In accordance with the terms of said proposal or bid and award and shall give bond for the faithful performance thereof, with Surety or Sureties approved by the Obligee; or if the Principal shall, In case of failure so to do, pay and forfeit to the Obligee the penal amount of the deposit specified in the call for bids, then this obligation shall be null and void; otherwise it shall be and remain in full force and effect and the Surety shall forthwith pay and forfeit to the Obligee, as penalty and liquidated damages, the amount of this bond. SIGNED, SEALED AND DATED THIS _ day of ,20 . Principal Surety Dated: Received return of deposit in the sum of $ Signature Page 12 of 13 BIDDER'S CHECKLIST 1. Has a bid bond or certified check been enclosed with your bid? 2. Is the amount of the bid guaranty at least five percent (5%) of the amount of the bid? 3. Has the Bid Signature Sheet been properly signed, and corporate seal affixed, if applicable? " 4. Have all Addenda, if any, been acknowledged on the Bid Signature Sheet? 5. Has the Non-Collusion Affidavit been properly executed? 6. Have you bid on all items on each of the schedules you have included in your proposal? 7. Do the written amounts of the proposal agree with the amounts in figures? Page 13 of 13 . . CITY OF PORT ANGELES WEST UGA UTILITIES EXTENSION 323194C SECTION 11305 SUBMERSffiLE PUMPS PART 1 GENERAL 1.01 REFERENCES A. The following is a list of standards that may be referenced in this section: 1. ASTM International (ASTM): a. A48, Standard Specification for Gray Iron Castings. b. A576, Standard Specification for Steel Bars, Carbon, Hot- Wrought, Special Quality. 2. Hydraulic Institute Standards (HIS). 3. National Electric Code (NEC). 4. National Electrical Manufacturers Association (NEMA). 5. National Fire Protection Association (NFP A): 70, National Electric Code. 6. Underwriters Laboratories Inc. (UL). 1.02 DEFINITIONS A. Terminology pertaining to pumping unit performance and construction shall conform to ratings and nomenclature of Hydraulic Institute Standards. 1.03 SUBMITTALS A. Action Submittals: 1. Make, model, weight, and horsepower of each equipment assembly. 2. Complete catalog information, descriptive literature, specifications, and identification of materials of construction. 3. Performance data curves showing head, capacity, horsepower demand, and pump efficiency over entire operating range of pump, from shutoff to maximum capacity. Indicate separately head, capacity, horsepower demand, overall efficiency, and minimum submergence required at guarantee point. 4. Power and control wiring diagrams, including terminals and numbers. 5. Complete motor nameplate data, as defined by NEMA, from motor manufacturer. 6. Factory-finish system. 7. Bearing life calculations. SEA/323 1 94.WU.FD.02 11305 1 JUNE 10, 2005 SUBMERSIBLE PUMPS CITY OF PORT ANGELES WEST UGA UTILITIES EXTENSION 323194C . . 1.04 EXTRA MATERIALS A. Furnish for this set of pumps: 1 1. One set mechanical seals. 2. One complete set of special tools required to dismantle pump. 3. One impeller and wear rings. PART 2 PRODUCTS 2.01 GE~RAL A. Pump and Electrical Driver: Meet requirements for class, group, and division location in accordance with NFP A 70. 2.02 SUPPLEMENTS A. Specific requirements are attached to this section as supplements. B. No "or-equal" or substitute products will be considered. 2.03 COMPO~NTS A. Pump equipment shall consist ofpump(s) complete with motor(s), control system, guide rail and anchoring brackets, base elbow, power cable(s), and pump lifting cable(s). 1. Pump metal parts that come into contact with guide rail or cable system shall be made of nonsparking materials. B. Lifting Arrangement: 2 feet minimum, stainless steel chain, and one "grip_ eye." Attach chain permanently to pump and interior of manhole within 1 foot of top of manhole with stainless steel wire rope. "Grip-eye" will be capable of being threaded over and engaging links of stainless steel chain so pump and motor may be lifted with "grip-eye" and independent hoist. C. Sliding guide bracket shall be integral part of pump unit. Pump unit shall be guided by no less than two Type 304 stainless steel guide bars, or equivalent cable system, and pressed tightly against discharge connection elbow with metal-to-metal contact, or through use of profile-type gasket, provided that gasket is attached to pump's flange and can be easily accessed for inspection when pump is lifted out of wetwell. D. Oil chamber between seals shall be equipped with drain and inspection plug. Plug shall have positive anti-leak seal and shall be easily accessible from outside. SEN323194.WU.FD.02 11305 2 JUNE 10, 2005 SUBMERSIBLE PUMPS . . CITY OF PORT ANGELES WEST UGA UTILITIES EXTENSION 323194C E1 Motor nameplate horsepower shall not be exceeded at any head-capacity point. on pump curve. F. Pump motor and sensor cables shall be suitable for submersible pump application and cable sizing shall conform to NEC specifications for pump motors. Cable shall be of sufficient length to reach junction boxes without strain or splicing. G. Cable Entry System: 1. Utilize cable with factory-installed sealing gland with nonshrink epoxy seal system. 2. O-ring compression seal between sealing gland and cable entry point shall also be acceptable. 2.04 CONTROL PANEL A. By others. 2.05 ACCESSORIES A. Equipment Identification Plate: 16-gauge stainless steel with 1/4-inch die- stamped equipment tag number securely mounted in readily visible location. B. Lifting Lugs: Equipment weighing over 100 pounds. 2.06 FACTORY FINISHING A. Prepare, prime, and finish coat with coal tar epoxy in accordance with Section 09900, Painting and Protective Coatings. 2.07 SOURCE QUALITY CONTROL A. Pump: 1. Factory Performance Test: a. In accordance with illS 11.6, Level B for submersible pump tests. b. Include test data sheets and curve test results. 2. Conduct on each pump. 3. Perform under actual or approved simulated operating conditions. a. Throttle discharge valve to obtain pump data points on curve at 2/3, 1/3, and shutoff conditions. SEA/323194.WU.FD.02 11305 3 JUNE 10, 2005 SUBMERSIBLE PUMPS CITY OF PORT ANGELES WEST UGA UTILITIES EXTENSION 323194C . . PART 3 EXECUTION 3.01 MANUFACTURER'S SERVICES A. Manufacturer's Representative: Present at Site or classroom designated by City, for minimum person-days listed below, travel time excluded: 1. 1 person-day for installation assistance and inspection. 2. 1 person-day for functional and performance testing and completion of Manufacturer's Certificate of Proper Installation. 3. 1 person-day for facility startup.' 3.02 SUPPLEMENTS A. The supplements listed below, following "End of Section," are part of this Specification. 1. Data Sheets: Pump and motor. END OF SECTION SEAl323 I 94.WU.FD.02 11305 4 JUNE 10, 2005 SUBMERSIBLE PUMPS CITY OF PORT ANGELES WEST UGA UTILITIES EXTENSION 323194C . . SUBMERSIBLE PUMp.DATA SHEET, 11305-1 Tag Numbers: P-21-l, P-21-2 Pump Name: Sewage Pump No. l, Sewage PumP No.2 Manufacturer and Model Number: (1) Hydromatic S4NX SERVICE CONDITIONS Liquid Pumped (Material and Percent): Abrasive (Y IN) Y Minimum diameter solid pump can pass (inches) ---1- Min. NPSH Available (Ft. Absolute): .2L PERFORMANCE REQUIREMENTS Capacity (US gpm): Rated: ~ Total Dynamic Head (Ft): Rated: 25.5 Maximum Shutoff Pressure (Ft): 30.3 Min. Rated Pump Hydraulic Efficiency at Rated Capacity (%): ~ Max. Pump Speed at Rated Capacity (rpm): 1.750 Constant (YIN): L Adjustable (Y IN): ---R. DESIGN AND MATERIALS Pump Type: Heavy-Duty Nonc1og (YIN) L Volute Material: Cast Iron ASTM A48 Pump Casing Material: Cast Iron ASTM A48 SEA/323194.WU.FD.02 11305 SUPPLEMENT 1 JUNE 10, 2005 SUBMERSIBLE PUMPS CITY OF PORT ANGELES WEST UGA UTILITIES EXTENSION 323194C SUBMERSIBLE PUMP DATA SHEET, 11305-1 Tag Numb,ers: P-21-1. P-21-2 , Pump Name: Sewage Pump No. 1. Sewage Pump No.2 Fasteners: Stainless Steel Base Elbow: Cast Iron ASTM A48 Double Mechanical Seal (Y/N): Y Bearing Life (Rrs): 50,000 DRIVE MOTOR (See Section 16220, Low Voltage AC Induction Motors) Horsepower: 2- Voltage: 240 Phase: --L Synchronous Speed (rpm): 1.800 Enclosure: EXP _ CLASSIFICATION: Class 1, Group D, Division 1 REMARKS SEA/323194.WU.FD.02 11305 SUPPLEMENT 2 JUNE 10, 2005 SUBMERSffiLE PUMPS CITY OF PORT ANGELES WEST UGA UTILITIES EXTENSION 323194C . . SECTION 11312 HORIZONTAL CENTRIFUGAL PUMPS PART 1 GENERAL 1.01 DEFINITIONS A. Terminology pertaining to pumping unit performance and construction shall conform to the ratings and nomenclature of the Hydraulic Institute Standards. 1.02 SUBMITTALS A. Action Submittals: 1. Shop Drawings: a. Make, model, weight, and horsepower of each equipment assembly. b. Complete catalog information, descriptive literature, specifications, and identification of materials of construction. c. Performance data curves showing head, capacity, horsepower demand, and pump efficiency over the entire operating range of the pump, from shutoff to maximum capacity. Indicate separately the head, capacity, horsepower demand, overall efficiency, and minimum submergence required at the guarantee point. d. Detailed mechanical and electrical drawings showing the equipment dimensions, size, and locations of connections and weights of associated equipment. e. Power and control wiring diagrams, including terminals and numbers. f. Complete motor nameplate data, as defined by NEMA, motor manufacturer. g. Factory finish system data sheets. B. Informational Submittals: 1. Factory Functional Test Reports. 2. Manufacturer's Certification of Compliance that factory finish system is identical to the requirements specified herein. 3. Special shipping, storage and protection, and handling instructions. 4. Manufacturer's printed installation instructions. 5. Manufacturer's Certificate of Proper Installation. 6. Suggested spare parts list to maintain the equipment in service for a period of 5 years. Include a list of special tools required for checking, SEA/323194.WU.FD.02 11312 1 JUNE 9, 2005 HORIZONTAL CENTRIFUGAL PUMPS CITY OF PORT ANGELES WEST UGA UTILITIES EXTENSION 323194C . .. testing, parts replacement, and maintenance with current price information. 7. List special tools, materials, and supplies furnished with equipment for use prior to and during startup and for future maintenance. 8. Operation and Maintenance Data: As specified in Part III, Section 1-04.12, Operation and Maintenance Manuals. PART 2 PRODUCTS 2.01 GENERAL A. Coordinate pump requirements with drive manufacturer and be responsible for pump and drive requirements. 2.02 SUPPLEMENTS A. Some specific requirements are attached to this section as supplements. 2.03 ACCESSORIES A. Lifting Lugs: Equipment weighing over 100 pounds. B. OSHA-approved coupling guard for direct coupled or belt driven pumps. C. Anchor Bolts: Type 316 stainless steel, sized by equipment manufacturer, and as specified in Section 05500, Metal Fabrications and Castings. 2.04 FACTORY FINISHING A. Manufacturer's standard baked enamel finish. 2.05 SOURCE QUALITY CONTROL A. Factory Inspections: Inspect control panels for required construction, electrical connection, and intended function. B. Factory Tests and Adjustments: Test all equipment actually furnished. C. Factory Test Report: Include test data sheets and curve test results, certified correct by a registered professional engineer. D. Functional Test: Perform manufacturer's standard, test on equipment. Include vibration test, as follows: 1. Dynamically balance rotating parts of each pump and its driving unit before final assembly. SEA/323 1 94.WU.FD.02 11312 2 JUNE 9, 2005 HO~ONTALCENTroFUGAL PUMPS CITY OF PORT ANGELES WEST UGA UTILITIES EXTENSION 323194C HORIZONTAL END SUCTION CENTRIFUGAL PUMP DATA SHEET Tag Numbers: P-1-l, P-1-2. P-1-3 , Pump Name: Low Flow Booster Pump Manufacturer and Model Number: (1) Cornell. Mode12YH (2) SERVICE CONDITIONS Liquid Pumped (Material and Percent): Potable Water Pumping Temperature (Fahrenheit): Normal: 60 Max ~ Min 55 Specific Gravity at 60 Degrees F: 1.0 Viscosity Range:_ pH: 7.0 , Abrasive (YIN) ~ Possible Scale Buildup (YIN): ~ Min. NPSH Available (Ft. Absolute): >75 Suction Pressure (psi): Max _ Rated 150 Discharge Pressure (psi): Max _ Rated 250 PERFORMANCE REQillREMENTS AT PRIMARY DESIGN POINT Capacity (US gpm): Rated: 250 ea. Total Dynamic Head (Ft): Rated: 283 Min. Hydraulic Efficiency (%): 68 Maximum Shutoff Pressure (Ft): 350 Max. Pump Speed at Design Point (rpm): 3.600 Constant (YIN): ~ Adjustable (YIN): ~ PERFORMANCE REQillREMENTS AT SECONDARY DESIGN POINTS Capacity (US gpm): 253 Total Dynamic Head (Ft): 278 Capacity (US gpm): Total Dynamic Head (Ft): _ Min. Hydraulic Efficiency (%): _ Min. Hydraulic Efficiency (%):_ SEA/323194.WU.FD.02 11312 SUPPLEMENT 1 JUNE 9, 2005 HORIZONTAL CENTRIFUGAL PUMPS CITY OF PORT ANGELES WEST UGA UTILITIES EXTENSION 323194C 2. Limits: a. Driving Unit Alone: Less than 80 percent ofNEMA MG 1 limits. b. . Complete Rotating Assembly Including Less.than 90 percent of limits established in the Hydraulic Institute Standards. E. Performance Test: 1. In accordance with Hydraulic Institute Standards. 2. Adjust, realign, or modify units and retest in accordance with Hydraulic Institute Standards if necessary. F. Motor Test: See Section 16220, Low Voltage AC Induction Motors. G. Hydrostatic Tests: Pump casing(s), nozzles, and flanges from discharge flange back to suction flange tested at 150 percent of shutoff head, or hydrostatic test pressure of discharge pipeline, whichever is greater. Test pressure maintained for not less than 5 minutes. PART 3 EXECUTION 3.01 MANUFACTURER'S SERVICES A. Manufacturer's Representative: Present at Site for minimum person-days listed below, travel time excluded: 1. 2 person-days for installation assistance and inspection. 2. 2 person-days for functional and performance testing and completion of Manufacturer's Certificate of Proper Installation. 3. 2 person-days for facility startup. 3.02 SUPPLEMENTS A. The supplements listed below, following "End of Section," are a part of this Specification. 1. Data Sheets: Pumps. END OF SECTION SEA/323194.WU.FD.02 11312 3 JUNE 9, 2005 HOrozONTALCENTroFUGAL PUMPS CITY OF PORT ANGELES WEST UGA UTILITIES EXTENSION 323194C DESIGN AND MATERIALS ANSI (YIN) _Standard (YIN) -5- Design: Frame-mounted (YIN)-.l'L Close-Coupled Casing (Y IN)-.l'L Back Pullout (Y IN) l Discharge Orientation: Horizontal Rotation (view from end coupling):_ Casing Materials: CI - see spec Case Wear Ring (Y IN) Y Impeller: Type: Enclosed Material: Bronze SAE 660 Material: Bronze SAE 40 or Cast Iron ASTM A48 Impeller Wear Ring (Y1N):-.l'L _ Material: Shaft Material: Shaft Sleeve Material: Bronze SAE 660 Shaft Seal: Packing (Y IN) -.l'L Mechanical (Y IN) l.- Lubrication: Product Material: _ Type: Internal ABMA L-lO Bearing Life (Hrs): 30.000 Lubrication: Grease Coupling: Falk (Y IN) Spring-Grid (Y IN) _ Gear Type (Y IN) Standard (Y IN) Fast (YIN)_ Spacer (Y IN) _ Manufacturer Baseplate: Design: _ Material: Drive Type: Direct-Coupled: ~ Belt Other: Adjustable Speed ~ DRIVE MOTOR (See Section 16220, Low Voltage AC Induction Motors) Horsepower: 2L Voltage: 480 Phase: l Synchronous Speed (rpm): 3.600 Service Factor:..1.JL Inverter Duty (YIN) ~ Motor nameplate horsepower shall not be exceeded at any head-capacity point on the pump curve, excluding any service factor when pump is operated above 250 TDH. Enclosure: DIP EXP WPI ODP ~ TEFC CISD- TEFC TENV WPII SUBM Mounting Type: Horizontal ~ Nonreverse Ratchet (Y IN) _ SEA/323194.WU.FD.02 11312 SUPPLEMENT 2 JUNE 9, 2005 HOrozONTALCENTIDFUGAL PUMPS CITY OF PORT ANGELES WEST UGA UTILITIES EXTENSION 323194C TESTING Pump Tests: Factory Functional (YIN) ~ Field Performance (YIN) ~ ,I Factory Hydrostatic Casing Pressure Test (YIN) ~ Other _ Field Functional (YIN) ~ Field Performance (YIN) ~ Field Vibration (Y IN) ~ Motor Test: Short Commercial (Y IN) _ Other (Y IN) _ REMARKS SEA/323194.WU.FD.02 11312 SUPPLEMENT 3 JUNE 9, 2005 HORIZONTAL CENTRIFUGAL PUMPS .. CITY OF PORT ANGELES WEST UGA UTILITIES EXTENSION 323194C HORIZONTAL SPLIT -CASE CENTRIFUGAL PUMP DATA SHEET Tag Numbers: P-2-1. P-2-2 Pump Name: High Flow Booster Pump Manufacturer and Model Number: (1) Peerless Model No. 8AE20. or equal (2) SERVICE CONDITIONS Liquid Pumped (Material and Percent): Water Pumping Temperature (Fahrenheit): Normal: 60 Max...1SL Min ~ Specific Gravity at 60 Degrees F: 1.0 Viscosity Range: pH:~ Abrasive (YIN) -1L Possible Scale Buildup (YIN):-R- Min. NPSH Available (Ft. Absolute): ~ Suction Pressure (psig): Max Rated 150 Discharge Pressure (psi): Max Rated 250 PERFORMANCE REQUIREMENTS AT PRIMARY DESIGN POINT Capacity (US gpm): Rated: 1.750 ea. Total Dynamic Head (Ft): Rated: 308 Suction Pressure (psig): Max _ Rated 150 NPSH Available (ft): <75 20 Design Point 2.230 gpm at 278 feet THD Min. Hydraulic Efficiency (%): ...IL Maximum Shutoff Pressure (Ft): 350 Max. Pump Speed at Design Point (rpm): 1200 Constant (Y IN): l Adjustable (Y IN): ~ Rated Power (BHP): 250 Factory Testing: [gI Required, functional and performance D Not Required SEA/323194.WU.FD.02 11312 SUPPLEMENT 1 JUNE 9, 2005 HO~ONTALCENTroFUGAL PUMPS CITY OF PORT ANGELES WEST UGA UTILITIES EXTENSION 323194C . PERFORMANCE REQillREMENTS AT SECONDARY DESIGN POINTS Capacity (US gpm): 2230 Total Dynamic Head (Ft): 278 Capacity (US gpm): Total Dynamic Head (Ft): Min. Hydraulic Efficiency (%):_ Min. Hydraulic Efficiency (%):_ DESIGN AND MATERIALS ANSI (Y IN) Standard (YIN) ~ Design: Frame-mounted (YIN)_ Close-Coupled Casing (Y IN) _ Back Pullout (Y IN) Coupling Manufacturer: Steelflex Driver Half-Coupling Mounted by Pump Mfr. Casing Mount: Near Centerline Casing Type: Single Volute Rotation (view from end coupling): Casing Materials: ~ Case Wear Ring (YIN) ~ Material: Bronze Impeller: Type: Material: Bronze Impeller Wear Ring (YIN): Material: Bronze Shaft Material: Carbon Steel Shaft Sleeve Material: Bronze Shaft Seal: Packing (Y IN) JL Mechanical(YIN)~ Lubrication: Material: _ Type: Crane 21. or equal Bearing Type: Radial: SRDG Thrust: SRDG Bearing Life (Hrs): 30.000 Coupling: Falk (YIN) Spring-Grid (Y IN) Gear Type (Y IN) Standard (Y/N) Lubrication: Grease Fast (Y IN) Spacer (Y IN) Manufacturer SEA/323194.WU.FD.02 11312 SUPPLEMENT JUNE 9, 2005 2 HOroZONTALCENTRIFUGAL PUMPS '" CITY OF PORT ANGELES WEST UGA UTILITIES EXTENSION 323194C SECTION 15202 PROCESS V ALVES AND OPERA TORS PART 1 GENERAL 1.01 SUBMITTALS A. Action Submittals: 1. Shop Drawings: a. Product data sheets for each make and model. Indicate valve Type Number, applicable Tag Number, and facility name/number or service where used. b. Complete catalog information, descriptive literature, specifications, and identification of materials of construction. PART 2 PRODUCTS 2.01 GENERAL A. All valves to include operator and accessories for a complete operation. B. Valve to be suitable for intended service. Renewable parts not to be of a lower quality than specified. C. Valve same size as adjoining pipe. D. Valve ends to suit adjacent piping. E. Size operator to operate valve for the full range of pressures and velocities. F. Factory mount operator, and accessories. 2.02 MATERIALS A. Bronze and brass valve components and accessories that have surfaces in contact with water to be alloys containing less than 16 percent zinc and 2 percent aluminum. 1. Approved alloys are of the following ASTM designations: B61, B62, B98/B98M (Alloy UNS No. C65100, C65500, or C66100), B139 (Alloy UNS No. C51000), B584 (Alloy UNS No. C90300 or C94700), B164, B194, and B127. 2. Stainless steel Alloy 18-8 may be substituted for bronze. SEN323194.WU.FD.02 15202 1 JUNE 9, 2005 PROCESS VAL YES AND OPERATORS . CITY OF PORT ANGELES WEST UGA UTILITIES EXTENSION 323194C .. Baseplate: Design: _ Material: Dri,ve Type: Direct-Coupled: ---X- Belt _ Adjustable Speed Other: DRIVE MOTOR (See Section 16220, Low Voltage AC Induction Motors) Horsepower: 250 Voltage: 480 Phase: --L Synchronous Speed (rpm): 1800 Service Factor: 1.15 Inverter Duty (Y IN) ~ Motor nameplate horsepower shall not be exceeded at any head-capacity point on the pump curve, excluding any service factor. TENV EXP WPI ODP --1L TEFC CISD- TEFC Enclosure: DIP WPII SUBM Mounting Type: Horizontal --1L Nonreverse Ratchet (Y IN) _ TESTING I Pump Tests: Factory Functional (YIN) ~ Field Performance (YIN) ~ Factory Hydrostatic Casing Pressure Test (YIN) ~ Other _ Field Functional (Y IN) ~ Field Performance (Y IN) ~ Field Vibration (YIN) ~ Motor Test: Short Commercial (Y IN) _ Other (Y IN) _ REMARKS Horizontal Bolted Casing SEA/323194.WU.FD.02 11312 SUPPLEMENT 3 JUNE 9, 2005 HOrozONTALCENTIDFUGAL PUMPS . . CITY OF PORT ANGELES WEST UGA UTILITIES EXTENSION 323194C 2:03 FACTORY FINISHING A. Exposed Valves: In accordance with Section 09900, Painting and Protective Coatings. 2.04 VALVES A. Check and Flap Valves: 1. Type V614 Slanting Disc Check Valve 2 Inches to 16 Inches: a. Slanting or tilting disc design, off-center pivot, body ductile iron two-piece design, bronze seat on 55 degree angle, disc bronze or ductile iron, pivot pin and bushing Type 304 stainless steel, Class 125,200 psi rating, Class 125 flange drilling, bottom mounted buffer cylinder for cushion closing, valve disc position indicator. b. Manufacturers and Products: 1) APCO; Series 800. 2) Val Matic; Series 9800. PART 3 EXECUTION (NOT USED) END OF SECTION SEA/323194.WU.FD.02 15202 2 JUNE 9, 2005 PROCESS VAL YES AND OPERATORS . CITY OF PORT ANGELES WEST UGA UTILITIES EXTENSION 323194C . . SECTION 16220 LOW VOLTAGE AC INDUCTION MOTORS , I PART 1 GENERAL 1.01 RELATED SECTIONS A. This section applies only when referenced by a motor-driven equipment specification. Application, horsepower, enclosure type, mounting, shaft type, synchronous speed, and any deviations from this section will be listed in the equipment specification. Where such deviations occur, they shall take precedence over this section. 1.02 REFERENCES A. The following is a list of standards which may be referenced in this section: 1. American Bearing Manufacturers Association (ABMA): a. 9, Load Ratings and Fatigue Life for Ball Bearings. b. 11, Load Ratings and Fatigue Life for Roller Bearings. 2. . Institute of Electrical and Electronics Engineers, Inc. (IEEE): a. 85, Test Procedure for Airborne Sound Measurements on Rotating Electric Machinery. b. 112, Standard Test Procedures for Polyphase Induction Motors and Generators. c. 114, Standard Test Procedures for Single-Phase Induction Motors. d. 620, Guide for the Presentation of Thermal Limit Curves for Squirrel Cage Induction Motors. e. 841, Standard for Petroleum and Chemical Industry - Severe Duty Totally Enclosed Fan-Cooled (TEFC) Squirrel Cage Induction Motors - up to and Including 500 hp. 3. National Electrical Manufacturers Association (NEMA): a. 250, Enclosures for Electrical Equipment (1,000 Volts Maximum). b. C50.41, Polyphase Induction Motors for Power Generating Stations. c. MG 1, Motors and Generators. d. MG 13, Frame Assignments for Alternating Current Integral Horsepower Induction Motors. 4. National Fire Protection Association (NFPA): 70, National Electrical Code. (NEC) SEA/323194.WU.FD.02 16220 1 JUNE 9, 2005 LOW VOLTAGE AC INDUCTION MOTORS CITY OF PORT ANGELES WEST UGA UTILITIES EXTENSION 323194C 5. Underwriters Laboratories (UL): a. 1, Flexible Metal Conduit. b. 674, Standard for Safety Electric Motors and Generators for use in Division 1 Hazardous (Classified) Locations. c. 2111, Overheating Protection for Motors. 1.03 DEFINITIONS A. CISD-TEFC: Chemical industry, severe-duty enclosure. B. DIP: Dust-ignition-proof enclosure. C. EXP: Explosion-proof enclosure. D. ODP: Open drip-proof enclosure. E. TEFC: Totally enclosed, fan cooled enclosure. F. TENV: Totally enclosed, nonventilated enclosure. G. WPI: Open weather protected enclosure, Type 1. H. WPII: Open weather protected enclosure, Type II. I. Motor Nameplate Horsepower: That rating after any derating required to allow for extra heating caused by the harmonic content in the voltage applied to the motor by its controller. J. Inverter Duty Motor: Motor meeting all applicable requirements of NEMA MG 1, Section IV, Parts 30 and 31. 1.04 SUBMITTALS A. Action Submittals: 1. Descriptive information. 2. Nameplate data in accordance with NEMA MG 1. 3. Additional Rating Information: a. Service factor. b. Locked rotor current. c. No load current. d. Safe stall time for motors 100 horsepower and larger. e. Guaranteed minimum full load efficiency and power factor. 4. Enclosure type and mounting (e.g. horizontal, vertical). 5. Dimensions and total weight. SEN323194.WU.FD.02 16220 2 JUNE 9, 2005 LOW VOLTAGE AC INDUCTION MOTORS CITY OF PORT ANGELES WEST UGA UTILITIES EXTENSION 323194C 6. Conduit box dimensions and usable volume as defined in NEMA MG 1 andNFPA 70. 7. Bearing type. 8. Bearing lubrication. 9. Bearing life. 10. Space heater voltage and watts. 11. Description, ratings, and wiring diagram of motor thermal protection. 12. Motor sound power level in accordance with NEMA MG 1. 13. Maximum brake horsepower required by the equipment driven by the motor. B. Informational Submittals: 1. Factory test reports. 2. Operation and Maintenance Data: As specified in Part III, Section 1-04.12, Operation and Maintenance Manuals. PART 2 PRODUCTS 2.01 MANUFACTURERS A. General Electric. B. Reliance Electric. C. MagneTek. D. Siemens Energy and Automation, Inc., Motors and Drives Division. E. Baldor. F. U.S. Electrical Motors. G. TECO-Westinghouse Motor Co. H. Toshiba International Corp., Industrial Division. 1. WEG Electric Motors Corp. 2.02 GENERAL A. For multiple units of the same type of equipment, furnish identical motors and accessories of a single manufacturer. SEN323194.WU.FD.02 16220 3 JUNE 9, 2005 LOW VOLTAGE AC INDUCTION MOTORS . . CITY OF PORT ANGELES WEST UGA UTILITIES EXTENSION 323194C B. In order to obtain single source responsibility, utilize a single supplier to provide a drive motor, its driven equipment, and specified motor accessories. C. Meet requirements ofNEMA MG 1. D. Frame assignments in accordance with NEMA MG 13. E. Provide motors for hazardous (classifi~d) locations that conform to UL 674 and have an applied UL listing mark. F. Motors shall be specifically designed for the use and conditions intended, with a NEMA design letter classification to fit the application. G. Lifting lugs on all motors weighing 100 pounds or more. H. Operating Conditions: 1. Maximum ambient temperature not greater than 40 degrees C. 2. Motors shall be suitable for operating conditions without any reduction being required in the nameplate rated horsepower or exceeding the rated temperature rise. 3. Overspeed in either direction in accordance with NEMA MG 1. 2.03 HORSEPOWER RATING A. As designated in motor-driven equipment specifications. 2.04 SERVICE FACTOR A. 1.15 minimum at rated ambient temperature, unless otherwise indicated. 2.05 VOLTAGE AND FREQUENCY RATING A. System Frequency: 60 Hz. B. Voltage Rating: Unless otherwise indicated in motor-driven equipment specifications: Volta e 115 460 4,000 Phases 1 3 3 C. Suitable for full voltage starting. SEA/323194.WU.FD.02 16220 4 JUNE 9, 2005 LOW VOLTAGE AC INDUCTION MOTORS CITY OF PORT ANGELES WEST UGA UTILITIES EXTENSION 323194C D. Suitable for accelerating the connected load with supply voltage at motor starter supply terminals dipping to 90 percent of motor rated voltage. 2.06 EFFICIENCY AND POWER FACTOR A. For all motors except single-phase, under 1 horsepower, multispeed, short- time rated and submersible motors, or motors driving gates, valves, elevators, cranes, trolleys, and hoists: 1. Efficiency: a. Tested in accordance with NEMA MG 1, Paragraph 12.59. b. Guaranteed minimum at full load in accordance with NEMA MG 1 Table 1, Supplement, or as indicated in motor- driven equipment specifications. 2. Power Factor: Guaranteed minimum at full load in accordance with Table 1 or as indicated in motor-driven equipment specifications. 2.07 LOCKED ROTOR RATINGS A. Locked rotor kV A Code G or lower, if motor horsepower not covered by NEMA MG 1 tables. B. Safe stall time 12 seconds or greater. 2.08 INSULATION SYSTEMS A. Single-Phase, Fractional Horsepower Motors: Manufacturer's standard winding insulation system. B. Motors Rated Over 600 Volts: Sealed windings in accordance with NEMAMG 1. C. Three-Phase and Integral Horsepower Motors: Unless otherwise indicated in motor-driven equipment specifications, Class F with Class B rise at nameplate horsepower and designated operating conditions, except EXP and DIP motors which must be Class B with Class B rise. 2.09 ENCLOSURES A. Enclosures to conform to NEMA MG 1. B. TEFC and TENV: Furnish with a drain hole with porous drain/weather plug. SEA/323194.WU.FD.02 16220 5 JUNE 9,2005 LOW VOLTAGE AC INDUCTION MOTORS CITY OF PORT ANGELES WEST UGA UTILITIES EXTENSION 323194C C. Explosion-Proof (EXP): 1. TEFC listed to meet UL 674 and NFPA 70 requirements for Class I, Division 1, Group D hazardous locations. 2. Drain holes with drain and breather fittings. 3. Integral thermostat opening on excessive motor temperature in accordance with UL 2111 and NFP A 70. 4. Terminate thermostat leads in terminal box separate from main terminal box. D. Submersible: In accordance with Article Special Motors. E. Chemical Industry, Severe-Duty (CISD-TEFC): In accordance with Article Special Motors. 2.10 TERMINAL (CONDUIT) BOXES A. Oversize main terminal boxes for all motors. B. Diagonally split, rotatable to each of four 90-degree positions. Threaded hubs for conduit attachment. C. Except ODP, furnish gaskets between box halves and between box and motor frame. D. Minimum usable volume in percentage of that specified in NEMA MG 1, Section 1, Paragraph 4.19 and NFP A 70, Article 430: Terminal Box Usable Values V olta!!e Horsepower Percenta~e Below 600 15 through 125 500 Below 600 150 through 300 275 Below 600 350 through 600 225 Above 600 All sizes 200 E. Terminal for connection of equipment grounding wire in each terminal box. SEA/323194.WU.FD.02 16220 6 JUNE 9,2005 LOW VOLTAGE AC INDUCTION MOTORS CITY OF PORT ANGELES WEST UGA UTILITIES EXTENSION 323194C 2.11 BEARINGS AND LUBRICATION A. Horizontal Motors: 1. 3/4 Horsepower and Smaller: Permanently lubricated and sealed ball bearings, or regreasable ball bearings in labyrinth sealed end bells with removable grease relief plugs. , 2. 1 Through 400 Horsepower: Regreasable ball bearings in labyrinth sealed end bells with removable grease relief plugs. 3. Minimum 100,000 hours L-I0 b~aring life for ball and roller bearings as defined in ABMA 9 and ABMA 11. B. Regreasable Antifriction Bearings: 1. Readily accessible, grease injection fittings. 2. Readily accessible, removable grease relief plugs. C. Oil Lubrication Systems: 1. Oil reservoirs with sight level gauge. 2. Oil fill and drain openings with opening plugs. 3. Provisions for necessary oil circulation and cooling. D. Bearing Isolation: Motors rated for inverter duty shall have electrically isolated bearings to prevent stray current damage. 2.12 NOISE A. Measured in accordance with IEEE 85 and NEMA MG 1. B. Motors controlled by adjustable frequency drive systems shall not exceed sound levels of 3 dBA higher than NEMA MG 1. 2.13 BALANCE AND VIBRATION CONTROL A. In accordance with NEMA MG 1, Part 7. 2.14 EQUIPMENT FINISH A. Protect Motor for Service Conditions: 1. ODP Enclosures: Indoor industrial atmospheres. 2. Other Enclosures: Outdoor industrial atmospheres, including moisture and direct sunlight exposure. SEA/323194.WU.FD.02 16220 7 JUNE 9, 2005 LOW VOLTAGE AC INDUCTION MOTORS CITY OF PORT ANGELES WEST UGA UTILITIES EXTENSION 323194C B. Internal Finish: Bore and end turns coated with clear polyester or epoxy varnish. 2.15 SPECIAL FEATURES AND ACCESSORIES A. Screen Over Air Openings: Stainless steel on motors with ODP, WPI, and WPII enclosures meeting requirements for Guarded Machine in NEMA MG 1, and attached with stainless steel screws. B. Winding Thermal Protection: 1. Thermostats: a. Motors for constant speed application 10 horsepower through 75 horsepower. b. Bi-metal disk or rod type thermostats embedded in stator windings. c. Automatic reset contacts rated 120 volts ac, 5 amps minimum, opening on excessive temperature. (Manual reset shall be provided at motor controller.) d. Leads extending to separate terminal box for motors 100 horsepower and larger. 2. Thermistors: a. Motors for constant speed application 100 horsepower and larger. b. Thermistor embedded in each stator phase winding before winding dip and bake process. c. In intimate contact with winding conductors. d. Epoxy-potted, solid state thermistor control module mounted in NEMA 250, Type 4X box on motor by motor manufacturer. e. Individual thermistor circuits factory-wired to control module. f. Control module rated for 120V ac power supply. g. Control module automatically reset contact for external use rated 120 volts ac, 5 amps minimum, opening on abnormally high winding temperature. Manual reset shall be provided at motor controller. C. Nameplates: 1. Raised or stamped letters on stainless steel or aluminum. 2. Display motor data required by NEMA MG 1, Paragraph 10.39 and Paragraph 10040 in addition to bearing numbers for both bearings. 3. Premium efficiency motor nameplates to also display NEMA nominal efficiency, guaranteed minimum efficiency, full load power factor, and maximum allowable kV AR for power factor correction capacitors. SEA/323194.WU.FD.02 16220 8 JUNE 9, 2005 LOW VOLTAGE AC INDUCTION MOTORS CITY OF PORT ANGELES WEST UGA UTILITIES EXTENSION 323194C D. Anchor Bolts: Provide anchor bolts meeting manufacturer's recommendations and of sufficient size and number for the specified seismic conditions. 2:16 SPECIAL MOTORS A. Requirements in this article take precedence over conflicting features specified elsewhere in this section. B. Chemical Industry, Severe-Duty (CISD- TEFC): 1. In accordance with IEEE 841. 2. TEFC in accordance with NEMA MG 1. 3. Suitable for indoor or outdoor installation in severe-duty applications including high humidity, chemical (corrosive), dirty, or salty atmospheres. 4. Motor Frame, End Shields, Terminal Box, and Fan Cover: Cast iron. 5. Ventilating Fan: Corrosion-resistant, nonsparking, external. 6. Drain and Breather Fittings: Stainless steel. 7. Nameplate: Stainless steel. 8. Gaskets between terminal box halves and terminal box and motor frame. 9. Extra slinger on rotor shaft to prevent moisture seepage along shaft into motor. 10. Double shielded bearings. 11. 125,000 hours minimum L-I0 bearing life for direct-connected loads. 12. External Finish: Double-coated epoxy enamel. 13. Coated rotor and stator air gap surfaces. 14. Insulation System, Windings, and Connections: a. Class F insulation, Class B rise or better at 1.0 service factor. b. Multiple dips and bakes of nonhygroscopic polyester varnish. 15. Service Factor: a. At 40 Degrees C Ambient: 1.15. b. At 65 Degrees C Ambient: 1.00. 16. Safe Stall Time Without Injurious Heating: 20 seconds minimum. C. Severe-Duty Explosion-Proof: Meet requirements for EXP enclosures and CISD- TEFC motors. D. Severe-Duty, Dust-Ignition-Proof: Meet requirements for DIP enclosures and CISD- TEFC motors. E. Submersible Pump Motor: 1. Manufacturers: a. Reliance Electric. SEA/323194.WU.FD.02 16220 9 JUNE 9, 2005 LOW VOLTAGE AC INDUCTION MOTORS CITY OF PORT ANGELES WEST UGA UTILITIES EXTENSION 323194C ~. b. ITT Flygt Corp. 2. At 100 Percent Load: Submersible Pump Motors Guaranteed Guaranteed Minimum Minimum Horsepower E.fficiencv Power Factor 5 through 10 80 82 10.1 through 50 85 82 50.1 through 100 87 82 Over 100 89 82 3. Insulation System: Manufacturer's standard Class B or Class F. 4. Motor capable of running dry continuously. 5. Enclosure: a. Hermetically sealed, watertight, for continuous submergence up to 65-foot depth. b. Listed to meet UL 674 and NFPA 70 requirements for Class I, Division 1, Group D hazardous atmosphere. c. Seals: Tandem mechanical. 6. Bearing and Lubrication: a. Permanently sealed and lubricated, replaceable anti friction guide and thrust bearings. b. Minimum 15,000 hours L-1 0 bearing life. 7. Inrush kV Alhorsepower no greater than NEMA MG 1 and NFPA 70, Code F. 8. Winding Thermal Protection: a. Thermal sensor and switch assembly, one each phase, embedded in stator windings and wired in series. b. Switches normally closed, open upon excessive winding temperature, and automatically reclose when temperature has cooled to safe operating level. c. Switch contacts rated at 5 amps, 120V ac. 9. Motor Seal Failure Moisture Detection: a. Probes or sensors to detect moisture beyond seals. b. Probe or sensor monitoring module for mounting in motor controller, suitable for operation from 120V ac supply. c. Monitoring module with control power transformer, probe test switch and test light, and two independent 120V ac contacts, one opening and one closing when the flux of moisture is detected. SEA/323194.WU.FD.02 16220 10 JUNE 9, 2005 LOW VOLTAGE AC INDUCTION MOTORS CITY OF PORT ANGELES WEST UGA UTILITIES EXTENSION 323194C 'y 10. Bearing Overtemperature Protection for Motors Larger than 100 horsepower: a. Sensor on lower bearing housing monitoring bearing temperature. b. Any monitoring relay necessary to provide 120V ac contact opening on bearing overtemperature. 11. Winding thermal protection, moisture detection, and bearing overtemperature specified above may be monitored by a single device providing two independent 120V ac contacts, one closing and one opening on malfunction. 12. Connecting Cables: a. Two separate cables, one containing power and grounding conductors, and the other containing control and grounding conductors. b. Each cable suitable for hard service, submersible duty with watertight seal where cable enters motor. c. Length: .I:A" ='O~ 30' d. UL 1 listed and sized in accordance with NFP A 70. 2.17 FACTORY TESTING A. Tests: 1. In accordance with IEEE 112 for polyphase motors and IEEE 114 for single-phase motors. 2. Routine (production) tests on all motors in accordance with NEMA MG 1. Test multispeed motors at all speeds. 3. For energy efficient motors, test efficiency and power factor at 50, 75, and 100 percent of rated horsepower: a. In accordance with IEEE 112, Test Method B, and NEMA MG 1, Paragraph 12.59. and Paragraph 12.60. b. For motors 500 horsepower and larger where facilities are not available to test by dynamometer (Test Method B), determine efficiency by IEEE 112, Test Method F. c. On motors of 100 horsepower and smaller, furnish a certified copy of a motor efficiency test report on an identical motor. 4. Provide certified test reports for polyphase motors 100 horsepower and larger. B. Test Report Forms: 1. Routine Tests: IEEE 112, Form A-I. 2. Efficiency and power factor by Test Method B, IEEE 112, Form A-2, and NEMA MG I,Table 12-12. SEA/323194.WU.FD.02 16220 11 JUNE 9, 2005 LOW VOLTAGE AC INDUCTION MOTORS CITY OF PORT ANGELES WEST UGA UTILITIES EXTENSION 323194C PART 3 I EXECUTION 3.01 INSTALLATION A. In accordance with manufacturer's instructions and recommendations. B. Align motor carefully and properly with driven equipment. C. Secure equipment to mounting surface with anchor bolts. 3.02 FIELD QUALITY CONTROL A. Refer to Section 16080, Electrical Testing. 3.03 SUPPLEMENTS A. Table supplements, following "End of Section," are part of this Specification. 1. Table 1, Motor Performance Requirements. END OF SECTION SEA/323194.WU.FD.02 16220 12 JUNE 9, 2005 LOW VOLTAGE AC INDUCTION MOTORS CITY OF PORT ANGELES WEST UGA UTILITIES EXTENSION 323194C TABLE 1 MOTOR PERFORMANCE REQUIREMENTS % Guar. Min. Full Load Efficiencv % Guar. Min. Full Load Power -Factor Horizontal Vertical Horizontal Vertical Nom. Speed Drip-Proof Drip-Proof Drip-Proof Drip-Proof hp rpm ODP TEFC ODP TEFC ODP TEFC ODP TEFC 1 1,800 82.5 82.5 Mfr.'s Std. Mfr.'s Std. 1,200 80.0 80.0 Mfr.'s Std. Mfr.' s Std. 1.5 3,600 82.5 82.5 Mfr.'s Std. Mfr.'s Std. 1,800 84.0 84.0 Mfr.'s Std. Mfr.'s Std. 1,200 84.0 85.5 82.0 Mfr.'s Std. Mfr.'s Std. Mfr.'s Std. 2 3,600 84.0 84.0 Mfr.'s Std. Mfr.'s Std. 1,800 84.0 84.0 Mfr.'s Std. Mfr. ' s- Std. 1,200 85.5 86.5 83.7 83.7 Mfr.' s Std. Mfr.'s Std. Mfr.'s Std. Mfr.' s Std. 900 82.9 82.5 82.9 81.7 Mfr.'s Std. Mfr.'s Std. Mfr.'s Std. Mfr.'s Std. 3 3,600 84.0 85.5 82.0 82.0 Mfr.'s Std. Mfr.'s Std. Mfr.'s Std. Mfr.'s Std. 1,800 86.5 87.5 84.8 84.8 Mfr.'s Std. Mfr.'s Std. Mfr.' s Std. _ Mfr.'s Std. 1,200 86.5 87.5 87.5 86.6 Mfr.'s Std Mfr.'s Std. Mfr.'s Std. Mfr.' s Std. 900 84.1 83.0 84.1 82.9 Mfr.' s S td Mfr.' s S td Mfr.' s Std. Mfr.' s Std. SEA/323194.WU.FD.02 16220 SUPPLEMENT 1 JUNE 9, 2005 LOW VOLTAGE AC INDUCTION MOTORS . . CITY OF PORT ANGELES WEST UGA UTILITIES EXTENSION 323194C , TABLEt MOTOR PERFORMANCE REQUIREMENTS % Guar. Min. Full Load Efficiency % Guar. Min. Full Load Power Factor Horizontal Vertical Horizontal Vertical Nom. Speed Drip-Proof Drip-Proof Drip-Proof Drip-Proof hp rpm ODP TEFC ODP TEFC ODP TEFC ODP TEFC 5 3,600 85.5 87.5 84.8 84.8 Mfr.'s Std. Mfr.'s Std. Mfr.' s Std. Mfr.'s Std. 1,800 87.5 , 87.5 84.8 84.8 Mfr.'s Std. Mfr.'s Std. Mfr.'s Std. Mfr.'s Std. 1,200 87.5 87.5 87.5 86.6 Mfr.'s Std. Mfr.'s Std. Mfr.'s Std. Mfr.'s Std. 900 87.5 85.5 87.5 86.6 Mfr.' s Std. Mfr.' s Std. Mfr.'s Std. Mfr.' s Std. 7.5 3,600 87.5 88.5 84.8 86.6 Mfr.'s Std. Mfr.'s Std. Mfr.'s Std. Mfr.'s Std. -= 1,800 88.5 89.5 89.3 88.4 Mfr.'s Std. Mfr.'s Std. Mfr.'s Std. Mfr.'s Std. 1 ,200 88.5 89.5 88.4 87.5 Mfr.'s Std. Mfr.'s Std. - Mfr.'s Std. Mfr.'s Std. 900 87.5 85.5 87.5 86.6 Mfr.' s Std. Mfr.'s Std. Mfr.'s Std. Mfr.'s Std. 10 3,600 88.5 89.5 89.3 88.4 Mfr.'s Std. Mfr.'s Std. Mfr.'s Std. Mfr.'s Std. 1 ,800 89.5 89.5 89.3 88.4 Mfr.'s Std. Mfr.'s Std. Mfr.'s Std. Mfr.'s Std. 1,200 90.2 89.5 89.3 88.4 Mfr.'s Std. Mfr.'s Std. Mfr.' s Std. Mfr.'s Std. 900 89.3 88.5 89.3 88.4 Mfr.'s Std. Mfr.' s Std. Mfr.'s Std. Mfr.'s Std. SEA/323194. WUFD.02 16220 SUPPLEMENT 2 JUNE 9, 2005 LOW VOLTAGE AC INDUCTION MOTORS CITY OF PORT ANGELES WEST UGA UTILITIES EXTENSION 323194C TABLE 1 MOTOR PERFORMANCE REQUIREMENTS % Guar. Min. Full Load Efficiencv % Guar. Min. Full Load Power Factor Horizontal Vertical Horizontal Vertical Nom. Speed Drip-Proof Drip-Proof Drip-Proof Drip-Proof hp rpm ODP TEFC ODP TEFC ODP TEFC ODP TEFC 15 3,600 89.5 90.2 88.4 88.4 Mfr.'s Std. Mfr.'s Std. Mfr.'s Std. Mfr.'s Std. 1,800 91.0 91.0 90.9 90.2 Mfr.'s Std. Mfr.' s Std. Mfr.' s Std. Mfr.'s Std. 1,200 90.2 90.2 90.2 89.3 Mfr.'s Std. Mfr.'s Std. Mfr.'s Std. Mfr.'s Std. 900 89.3 88.5 89.3 88.4 Mfr.'s Std. Mfr.'s Std. Mfr.'s Std. Mfr.' s Std. 20 3,600 90.2 90.2 90.9 89.3 Mfr.' s Std. Mfr.'s Std. Mfr.' s Std. Mfr.'s Std. 1,800 91.0 91.0 91.7 90.9 Mfr.'s Std. Mfr.' s Std. Mfr.'s Std. Mfr.'s Std. 1,200 91.0 90.2 90.2 89.3 Mfr.'s Std. Mfr.'s Std. Mfr.'s Std. Mfr.' s Std. 900 90.2 89.5 89.3 88.4 Mfr.'s Std Mfr.' s Std. Mfr.'s Std Mfr.'s Std. 25 3,600 91.0 91.0 91.7 90.2 Mfr.'s Std. Mfr.'s Std. Mfr.' s Std. Mfr.'s Std. 1,800 91.7 92.4 92.4 91.7 Mfr.'s Std. Mfr.'s Std. Mfr.'s Std. Mfr.'s Std. 1,200 91.7 91.7 90.9 89.3 Mfr.'s Std. Mfr.' s Std. Mfr.'s Std. Mfr.'s Std. 900 90.2 89.5 89.3 88.4 Mfr.'s Std Mfr.' s Std. Mfr.' s Std. Mfr.'s Std. SEA/323194.WU.FD.02 1 6220 SUPPLEMENT 3 JUNE 9, 2005 LOW VOLTAGE AC INDUCTION MOTORS , . CITY OF PORT ANGELES WEST UGA UTILITIES EXTENSION . 323194C TABLEt MOTOR PERFORMANCE REQUIREMENTS % Guar. Min. Full Load Efficiency % Guar. Min. Full Load Power Factor Horizontal Vertical Horizontal Vertical Nom. Speed Drip-Proof Drip-Proof Drip-Proof Drip-Proof hp rpm ODP TEFC ODP TEFC ODP TEFC ODP TEFC 30 3,600 91.0 91.0 89.5 88.4 Mfr.'s Std. Mfr.'s Std. Mfr.'s Std. Mfr.'s Std. 1 ,800 92.4 92.4 92.4 91.7 Mfr.' s Std. Mfr.'s Std. Mfr.'s Std. Mfr.'s Std. 1,200 92.4 91.7 91.7 90.2 Mfr.'s Std. Mfr.'s Std. Mfr.'s Std. Mfr.'s Std. 900 91.7 91.0 90.9 90.9 Mfr.'s Std. Mfr.'s Std. Mfr.'s Std. Mfr.'s Std. 40 3,600 91.7 91.7 90.2 89.3 86.6 86.1 87.0 89.0 1,800 93.0 93.0 92.8 91.7 78.2 78.2 83.0 84.5 1 ,200 93.0 93.0 91.7 90.9 81.5 81.5 81.5 81.5 900 91.7 91.0 90.9 90.2 70.0 70.5 70.0 70.5 50 3,600 92.4 92.4 90.2 89.3 85.1 86.7 89.0 89.0 1 ,800 93.0 93.0 92.8 91.7 79.5 79.4 82.5 82.5 1,200 93.0 93.0 91.7 90.9 81.5 81.5 81.5 81.5 900 91.7 91.7 90.9 90.9 78.5 72.9 78.5 80.0 SEA/323194.WU.PD.02 16220 SUPPLEMENT 4 JUNE 9, 2005 LOW VOLTAGE AC INDUCTION MOTORS CITY OF PORT ANGELES WEST UGA UTILITIES EXTENSION 323194C TABLE 1 MOTOR PERFORMANCE REQUIREMENTS % Guar. Min. Full Load Efficiency % Guar. Min. Full Load Power Factor Horizontal Vertical Horizontal Vertical Nom. Speed Drip-Proof Drip-Proof Drip-Proof Drip-Proof hp rpm ODP TEFC ODP TEFC ODP TEFC ODP TEFC 60 3,600 93.0 93.0 91.7 90.9 85.8 88.3 87.5 89.0 1 ,800 93.6 93.6 93.5 92.8 80.5 79.9 80.5 80.5 1 ,200 93.6 93.6 92.8 91.7 81.5 81.5 81.5 81.5 900 92.4 91.7 91.7 90.9 79.5 73.2 79.5 79.5 75 3,600 93.0 93.0 91.7 91.7 87.1 88.5 88.5 88.5 1,800 94.1 94.1 93.5 93.5 81.0 81.5 81.0 81.5 1,200 93.6 93.6 93.5 92.8 82.0 82.0 82.0 82.0 900 92.8 92.4 92.8 91.7 80.5 74.5 80.5 81.0 100 3,600 93.0 93.6 91.7 91.7 87.0 88.2 87.0 88.5 1,800 94.1 94.5 94.0 93.5 81.0 81.0 81.0 81.0 1,200 94.1 94.1 92.8 92.8 82.1 81.7 85.5 85.5 900 93.5 92.4 92.8 91.7 77.0 77.3 77.0 80.0 SEA/323194.WUFD.02 16220 SUPPLEMENT 5 JUNE 9, 2005 LOW VOLTAGE AC INDUCTION MOTORS , ( CITY OF PORT ANGELES , WEST UGA UTILITIES EXTENSION . 323194C . , TABLEt MOTOR PERFORMANCE REQUIREMENTS % Guar. Min. Full Load Efficiencv % Guar. Min. Full Load Power Factor Horizontal Vertical Horizontal Vertical Nom. Speed Drip-Proof Drip-Proof Drip-Proof Drip-Proof IIp rpm ODP TEFC ODP TEFC ODP TEFC ODP TEFC 125 3,600 93.6 94.5 91.7 91.7 86.4 89.1 87.0 90.5 1,800 94.5 94.5 93.5 92.8 85.4 85.5 87.5 86.0 1,200 94.1 94.1 93.5 92.8 82.7 82.3 85.5 85.5 900 93.5 93.0 92.8 92.4 78.5 78.5 78.5 78.5 150 3,600 93.6 94.5 92.4 91.7 86.5 90.0 86.5 90.5 1,800 95.0 95.0 94.5 94.0 82.5 85.0 84.5 85.0 1,200 94.5 95.0 93.5 94.0 81.5 81.5 81.5 81.5 900 93.5 93.0 92.8 92.4 78.0 78.5 78.0 78.5 200 3,600 94.5 95.0 92.4 93.0 87.8 89.4 91.0 91.0 1 ,800 95.0 95.0 94.0 94.0 85.2 86.5 87.0 87.0 1,200 94.5 95.0 93.5 93.5 79.0 82.5 79.0 82.5 250 3,600 95.0 95.0 91.7 92.4 85.0 86.5 85.0 86.5 1 ,800 96.0 96.0 94.5 94.5 79.0 79.0 79.0 79.0 1,200 95.0 95.0 94.5 93.5 82.0 82.0 82.0 82.0 SEA/323194.WU.PD.02 16220 SUPPLEMENT 6 JUNE 9, 2005 LOW VOLTAGE AC INDUCTION MOTORS CITY OF PORT ANGELES WEST UGA UTILITIES EXTENSION 323194C TABLEt MOTOR PERFORMANCE REQUIREMENTS % Guar. Min. Full Load Efficiency % Guar. Min. Full Load Power Factor Horizontal Vertical Horizontal Vertical Nom. Speed Drip-Proof Drip-Proof Drip-Proof Drip-Proof hp rpm ODP TEFC ODP TEFC ODP TEFC ODP TEFC 300 3,600 95.0 95.0 89.8 89.9 1,800 95.4 95.2 94.5 94.0 80.0 80.0 80.0 80.0 1,200 95.0 95.0 84.5 90.1 350 3,600 95.0 95.0 89.4 85.9 1,800 95.0 95.0 85.9 85.9 I 400 I 3,600 I 95.0 I 95.0 I I 88.4 I I 1,800 95.0 95.0 86.8 - I 450 I 3,600 I 95.0 I 95.0 I I 89.1 I I I 500 3,600 I 95.0 I 95.0 I I 88.3 SEA/323194.WU.FD.02 16220 SUPPLEMENT 7 JUNE 9, 2005 LOW VOLTAGE AC INDUCTION MOTORS , . CITY OF PORT ANGELES WEST UGA UTILITIES EXTENSION '. , 323194C SECTION 16440 LOW VOLTAGE MOTOR CONTROL PART 1 GENERAL 1.01 REFERENCES A. The following is a list of standards which shall be followed for this section: 1. American National Standard Institute (ANSI): C2, National Electrical Safety Code (NESC). 2. National Electrical Contractors Association (NECA): 402, Recommended Practice for Installing Motor Control Centers (ANSI). 3. National Electrical Manufacturers Association (NEMA): a. ABl, Molded Case Circuit Breakers, Molded Case Switches, and Circuit Breaker Enclosures. b. ICS 1, Industrial Control and Systems: General Requirements. c. ICS 2, Industrial Control and Systems: Controllers, Contactors, and Overload Relays Rated 600 Volts. d. ICS 2.3, Industrial Control and Systems: Instructions for Handling, Installation, Operation, and Maintenance of Motor Control Centers. e. ICS 18, Motor Control Centers. f. KS 1, Enclosed and Miscellaneous Distribution Equipment Switches (600 Volts Maximum). g. 250, Enclosures for Electrical Equipment (1,000 volts maximum). 4. National Fire Protection Association (NFPA): 70, National Electrical Code. (NEC) 5. Underwriters Laboratories, Inc. (UL): a. 0098, Enclosed and Dead-Front Switches. b. 489, Molded Case Circuit Breakers and Circuit Breaker Enclosures. c. 845, Motor Control Centers. 1.02 DEFINITIONS A. CT: Current Transformer. B. LCD: Liquid Crystal Display. C. N.C.: Normally Closed. D. N.O.: Normally Open. E. THD: Total Harmonic Distortion. SEA/323194.WU.FD.02 16440 1 JUNE 10, 2005 LOW VOLTAGE MOTOR CONTROL . CITY OF PORT ANGELES WEST UGA UTILITIES EXTENSION 323194C F. VT: Voltage Transformer. 1.03 SJ1BMITTALS A. Action Submittals: 1. Itemized bill of material. 2. Descriptive information. 3. Dimensional drawings. 4. Front Panel Elevations. 5. Conduit entrance locations. 6. Bus data. 7. Protective Devices: Copies of time-current characteristics. 8. Anchoring instructions and details. 9. Typed tabulation: a. Motor name; tag (equipment) numbers as shown on Drawings. b. Motor horsepower. c. Nameplate full load current. d. Measured load current and voltage. e. Heater model number and relay setting. f. Protective device trip settings. g. Manufacturer's solid state starter switch or dip switch or program settings. h. Attach above typed, tabulated data to a copy of starter manufacturer's overload heater or setting selection tables for starters provided. 10. Control diagrams. 11. One-line diagrams. 12. Schematic (elementary) diagrams. 13. Outline diagrams. B. Informational Submittals: 1. Manufacturer's installation instructions. 2. Operation and Maintenance Data as specified in Part III, Section 1-04.12, Operation and Maintenance Manuals. 3. Factory test reports, certified. 1.04 QUALITY ASSURANCE A. Provide products manufactured within scope of Underwriters Laboratories that conform to UL Standards and have applied UL Listing Mark. SEA/323194.WU.FD.02 16440 2 JUNE 9, 2005 LOW VOLTAGE MOTOR CONTROL , . CITY OF PORT ANGELES WEST UGA UTILITIES EXTENSION 323194C 1.05 DELIVERY, STORAGE, AND HANDLING A. Shipping Splits: Established by Contractor to facilitate ingress of equipment to final installation location within building. PART 2 PRODUCTS 2.01 MANUFACTURERS A. Materials, equipment, and accessones specified in this section shall be products of: 1. Schneider Electric/Square D Services. 2. Eaton Electrical/Cutler-Hammer. 3. GE Industrial Systems. 4. Siemens. 2.02 GENERAL A. Like Items of Equipment: End product of one manufacturer and same manufacturer as low voltage switchboard and panelboards for standardization. B. Make adjustments necessary to wiring, conduit, disconnect devices, motor starters, branch circuit protection, and other affected material or equipment to accommodate motors actually provided under this Contract. C. Controllers: NEMA ICS 1, NEMA ICS 2, Class A. D. Control Transformer: a. Two winding, 120-volt secondary, primary voltage to suit. b. Two current-limiting fuses for primary circuit. c. One fuse in secondary circuit with blown fuse indicator. d. Mount within starter unit. E. Suitable for use with 75 degrees C wire at full NFP A 70, 75 degrees C arnpacity . F. Lifting lugs on all equipment and devices weighing over 100 pounds. G. Anchor Bolts: Size to meet Seismic Zone and Importance Factor, Type 316 stainless steel, lI2-inch minimum diameter. H. Operating Conditions: 1. Ambient Temperature: Maximum 40 degrees C. SEA/323194.WU.FD.D2 16440 3 JUNE 9, 2005 LOW VOLTAGE MOTOR CONTROL CITY OF PORT ANGELES WEST UGA UTILITIES EXTENSION 323194C . . 2. Altitude: 500 feet above sea level. 3. Equipment to be fully rated. 1. Enclosures: In accordance with NEMA 250. J. Equipment Finish: 1. Electrocoating process applied over rust-inhibiting phosphated base coating. 2. Exterior Color: Manufacturer's standard. 2.03 SEP ARA TEL Y MOUNTED MOTOR CONTROL A. Manually Operated Starter, Fractional Horsepower: 1. Rating: 16 amperes continuous at 277 volts maximum. 2. Single-phase, nonreversmg, full voltage with overload protection. 3. Toggle operated. 4. Enclosure: NEMA 250, Type 4 or as shown. 5. Handle guardllock-offplate. B. Combination Starters Disconnect Type: Motor circuit protection unless otherwise noted. C. Full Voltage, Magnetic Starter: 1. Rating: Horsepower rated at 600 volts with overload protection. 2. Three-phase, nonreversing, full voltage. 3. Control: As shown. 4. Enclosure: As shown. 5. Padlockable operating handle, capable of up to three locks. D. Reduced Voltage, Solid State Starter: 1. Type: Heavy-duty with 50 degree C overload rating of 600 percent FLA for 10 seconds and 450 percent FLA for 30 seconds. 2. Rating: Horsepower rated at 600 volts with overload protection. 3. Three-phase, nonreversing with bypass run contactor. 4. Control: As shown. 5. Class 10/20/30 electronic overload relay, switch, or dip switch selectable. 6. Kick start, with adjustable torque and time settings. 7. Ramp start, selectable current or torque, and adjustable time. 8. Bumpless transition from bypass run contactor to enable smooth stop ramp, adjustable time. 9. Phase loss unbalance and phase reversal protection. SEA/323 1 94.WU.FD.02 16440 4 JUNE 9, 2005 LOW VOLTAGE MOTOR CONTROL , . CITY OF PORT ANGELES WEST UGA UTILITIES EXTENSION 323194C 10. LED display or LCD of fault, N.O. contact to communicate fault' conditions. 11. Enclosure: As shown. 12. Padlockable operating handle, capable of up to three locks. E. Solid State Motor Overload Protection: 1. Inverse-time-limit characteristic. 2. Phase loss, phase unbalanced and Class II ground fault protection. 3. Current operated electronic circuitry with adjustable trip. 4. Class 10/20/30 relay trip, switch selectable. 5. N.O. auxiliary contact for remote monitoring. 6. Manual reset. 7. Provide in each ungrounded phase. 8. Mount within starter unit. 9. Communications: None. 2.04 MOTOR CONTROL CENTERS A. General: 1. In accordance with NEMA ICS 1, NEMA ICS 2, NEMA ICS 18, and UL 845. 2. Voltage Rating: As shown. 3. Short Circuit Rating: As shown amperes rms symmetrical at 480 volts for entire motor control center as a complete assembly. 4. Main and branch circuit breakers, controllers, wire connections, and other devices to be front mounted and accessible, unless otherwise noted. 5. NEMA ICS 18, Part 3. a. Class: I. b. Type: B. B. Enclosure: 1. Type: As shown. 2. Vertical Section Standard Indoor Dimensions for NEMA 1 Type: 90 inches high, 20 inches wide, 21 inches deep, nominal. Alternative width dimensions of 24 inches and 30 inches are acceptable for oversize devices or panels. Do not exceed space shown. 3. Construction: a. Sheet steel reinforced with channel or angle irons. b. Butt sections flush, end-to-end against similar section without bolts, nuts, or cover plates causing interference. c. Removable top cover plates and bottom cover plates. SEA/323194.WU.FD.02 16440 5 JUNE 9, 2005 LOW VOLTAGE MOTOR CONTROL CITY OF PORT ANGELES WEST UGA UTILITIES EXTENSION 323I94C . . -. 4. Section Mounting: Removable formed-steel channel sills and lifting angles to meet specified seismic requirements. 5. Horizontal Wiring Compartments: Accessible from. front, full width, top and bottom. 6. Vertical Wiring Compartment: Full height, isolated from unit starters with separate hinged door and tie supports. No terminal blocks allowed in vertical wireway compartment. 7. Unit Compartment: Individual compartments separated by steel barriers for each starter, feeder, or other unit capable of being wired from front without unit removal. 8. Compartment Doors: Separate hinged doors for each starter, feeder, or other unit. 9. Door Interlocking: Mechanically interlock starter and feeder doors so doors cannot be opened with unit energized. Provide defeater mechanism to allow intentional access and energizing at any time by qualified individual. 10. External disconnect handles with ON/OFF and trip positions showing, padlockable in OFF position with up to three-lock capability. 11. Cable Entrance: As shown. C. Bus: 1. Horizontal Power Bus: a. Three-phase copper, entire width of control center, rated as indicated. b. Tin or silver-plated at joints. c. Construct to allow future extension of additional sections. d. Pressure type solderless lugs for each incoming line cable. e. Isolated from top horizontal wireway. f. Provide Belleville washers on bus connection bolts. 2. Vertical Power Bus: a. Three-phase copper, full height of section, rated 600 amperes. b. Tin-plated at joints. c. Sandwich type bus insulation providing deadfront construction with starter units removed except for bus stab openings. d. Insulated and isolated barrier, complete with shutters. e. Provide Belleville washers on bus connection bolts. 3. Neutral Bus: Pad. a. Copper. 4. Ground Bus: a. Copper, bare, rated 600 amperes, entire width of control center. b. Provide Belleville washers on bus connection bolts. 5. Bus Bracing: 65,000 amperes rms symmetrical. SEA/323 1 94.WU.FD.02 16440 6 JUNE 9, 2005 LOW VOLTAGE MOTOR CONTROL . . CITY OF PORT ANGELES WEST UGA UTILITIES EXTENSION 323l94C D. Motor Controller Unit: 1. Provide indicated individual components and control devices including pushbuttons, selector switches, indicating lights, control relays, time delay relays, and elapsed time meters as specified in Section 16050, Basic Electrical Materials and Methods. 2. Construction: a. Drawout combination typt1 with stab connections for starters NEMA ICS, Size 5 and smaller. b. Bolt-on combination type with cable connection to riser for starters NEMA ICS, Size 6 and larger. c. Readily interchangeable with starters of similar size. d. Pull-ap~rt unit control wiring terminal boards on all units. 3. Starters: a. NEMA ICS 18, standard rating, except none smaller than NEMA ICS, Size 1. b. Rating: Horsepower rated at 600 volt, UL labeled for 65,000 amperes at 480 volts short circuit capacity with overload protection. c. Type: As shown and specified under separately mounted motor control. d. Disconnect Type: Motor circuit protector. e. Combination Full Voltage, Magnetic Starter: 1) Control: As shown. f. Padlockable operating handle when de-energized with up to three- lock capability. g. Unit door interlocked to prevent opening when disconnect is in closed position. h. Mechanical interlocked to prevent placing disconnect in ON position when unit door is open. 1. Minimum Dimensions: 12 inches high by full section width, less vertical wireway. 4. Disconnecting Device: a. As indicated. b. Padlockable in OPEN position for up to three locks. 5. Circuit Breaker: a. Meet requirements ofNEMA AB 1 and UL 489. b. Molded case with manufacturer's recommended trip setting for maximum motor protection. c. Magnetic trip only. d. Tripping indicated by operating-handle position. e. Interrupting capacity required for connection to system with short circuit capacity indicated. SEA/323 1 94.WU.FD.02 16440 7 JUNE 9, 2005 LOW VOLTAGE MOTOR CONTROL 'CITY OF PORT ANGELES WEST UGA UTILITIES EXTENSION 323194C . . 6. Solid State Motor Overload Protection: As specified under separately mounted motor control. 7. Motor Thermal Protector Interface: Manual-reset interposing relay for connection to motor-mounted thermal protector system. E. Control Unit: 1. Disconnecting Device: Pull-apart terminal blocks capable of de- energizing external source control circuits in unit. 2. Control Devices: As indicated and as specified in Section 16050, Basic Electrical Materials and Methods. 3. Control Wiring: a. Copper, 14 A WG, minimum. b. Permanent sleeve type markers with wire numbers applied to each end of wires. c. Terminate wires using insulated locking fork or ring type crimp terminals. d. Terminate current transformer leads on shorting type terminal blocks. F. Main Protective Device and Feeder Unit: 1. Construction: As specified in Paragraph Motor Controller Unit. 2. Incoming Service Feeder: Cable. 3. Molded Case Circuit Breaker: a. In accordance with NEMA AB 1 and UL 489. b. Main and feeder protective device. c. UL labeled as suitable for service entrance. d. Thermal-magnetic trip and interrupting capacity required for connection to system with short circuit capacity indicated. e. Indicate tripping by operating-handle position. f. Suitable for use with 75 degrees C wire at full NEC 75 degrees C ampacity. 4. Fused Switches: a. Heavy-duty, motor rated, load-break, quick-make, quick-break type, meeting requirements of UL 0098 and NEMA KS 1. b. Suitable for use with 75 degrees C wire at full NEC 75 degrees C ampacity. c. Current-limiting fuses with rejection clips. G. Digital Instruments: 1. Digital Power Meter: a. Microprocessor-based electronic metering package, complete with keypad. SEA/323194.WU.FD.02 16440 8 JUNE 9, 2005 LOW VOLTAGE MOTOR CONTROL , . CITY OF PORT ANGELES WEST UGA UTILITIES EXTENSION 323194C b. Displays: Phase current, phase-to-phase and phase-to-neutral voltage, watts, volt amperes, volt-amperes reactive, watt-hours, volt-ampere hours, volt-amperes reactive hours, power factor, frequency, and percent THD. c. Also Displays: Present demand current and warts; minimum and maximum current, voltage, watts, volt amperes, power factor, and frequency. d. Control power voltage transformer with disconnect and fuses. e. Voltage sensing directly from bus with disconnect and fuses. f. Current transformers with ratio as shown, complete with shorting terminal block. g. Programmable CT and VT ratios. Accuracy plus or minus 0.3 percent accuracy for voltage and current readings. h. Communications: Interface capability to computer network. H. TVSS: As specified in Section 16288, Transient Voltage Surge Suppressors (TVSS). 1. Transformers: As specified in Section 16460, Low Voltage Transformers. J. Panelboards: As specified in Section 16442, Panelboards. K. Pushbuttons, Indicating Lights, Selector Switches, Elapsed Time Meters, Control Relays, Time-Delay Relays, and Reset Timers: As specified in Section 16050, Basic Electrical Materials and Methods. L. Nameplates: 1. Laminated plastic; white, engraved to black core. 2. Provide for each motor control center and each unit. 3. Engrave with inscription shown on single-line diagram. 4. Provide blank nameplates on spaces for future units. 5. Attach with stainless steel panhead screws on face of control center. 2.05 SOURCE QUALITY CONTROL A. Factory Testing: 1. Applicable Standards: NEMA ICS 18; UL 845; and NEC Article 430, Part H. 2. Perform standard factory inspection and tests in accordance with NEMA requirements to verify components have been designed to specification, assembled in accordance with applicable standards, and each unit functions in accordance with electrical diagrams. SEN323194.WU.FD.02 16440 9 JUNE 9,2005 LOW VOLTAGE MOTOR CONTROL CITY OF PORT ANGELES WEST UGA UTILITIES EXTENSION 323194C 3. Actual operation shall be performed wherever possible. Otherwise, inspect and perform continuity checks. 4. Verify component devices operated correctly in circuits as shown on diagrams or as called for in Specifications. 5. Control Circuits and Devices: a. Energize circuit at rated voltage. b. Operate control devices. c. Perform continuity check. 6. Instruments, Meters, Protective Relays, and Equipment: a. Verify devices functioned by energizing potential to rated values with connection to devices made at outgoing terminal blocks. b. VerifY protective relays operated for functional checks and trips manually initiated to verifY functioning of operation for indicator and associated circuits. 7. Perform dielectric tests on primary circuits and equipment, except potential transformers. Tests shall be made phase-to-phase and phase to around with 60-cycle test voltages applied for 1 second at 2,640 volts. 8. Verify equipment passed tests and inspection. 9. Provide standard factory inspection and test checklists and final certified and signed test report. PART 3 EXECUTION 3.01 INSTALLATION A. Install equipment in accordance with NEMA ICS 2.3, ANSI C2, Submittals, and manufacturer's written instructions and recommendations. B. Secure equipment to mounting pads with anchor bolts of sufficient size and number adequate for specified seismic conditions. C. Install equipment plumb and in longitudinal alignment with pad or wall. D. Coordinate terminal connections with installation of secondary feeders. E. Grout mounting channels into floor or mounting pads. F. Retighten current-carrying bolted connections and enclosure support framing and panels to manufacturer's recommendations. 3.02 CIRCUIT BREAKERS A. Field adjust trip settings of motor starter magnetic-trip-only circuit breakers. B. Adjust to approximately 11 times motor rated current. SEA/323194.WU.FD.02 16440 10 JUNE 9, 2005 LOW VOLTAGE MOTOR CONTROL . . CITY OF PORT ANGELES WEST UGA UTILITIES EXTENSION 323194C C. Determine motor rated current from motor nameplate following installation. 3.03 OVERLOAD RELAY A. Select and install overload relay heaters and switch settings after actual nameplate full-load current rating of motor has been determined. 3.04 MOTOR DATA A. Provide typed, self-adhesive label attached inside each motor starter enclosure door displaying the following information: 1. Motor served by tag number and equipment name. 2. Nameplate horsepower. 3. Motor code letter. 4. Full load amperes. 5. Service factor. 6. Installed overload relay heater catalog number. 3.05 FIELD QUALITY CONTROL A. In accordance with Section 16080, Electrical Testing. 3.06 MANUFACTURER'S SERVICES A. Furnish manufacturer's representative for the following services atjobsite or classroom as designated by City, for minimum person-days listed below, travel time excluded: 1. [D: ] person-days for installation assistance, and inspection of installation. 2. 1/2 person-day for functional and performance testing. 3. [I: ] person-days for plant startup. 4. 1/2 person-day for training of City's personnel END OF SECTION SEA/323194.WU.FD.02 16440 11 JUNE 9, 2005 LOW VOLTAGE MOTOR CONTROL . . CITY OF PORT ANGELES WEST UGA UTILITIES EXTENSION 323l94B " SECTION 05500 METAL FABRICATIONS AND CASTINGS PART 1 GENERAL 1.01 REFERENCES A. The following is a list of standards w1llch may be referenced in this section: 1. American Galvanizers Association (AGA): Inspection of Products Hot- Dip Galvanized After Fabrication. 2. American Iron and Steel Institute (AlSI): Stainless Steel Types. 3. American Welding Society (A WS): a. D 1.1, Structural Welding Code - Steel. b. D1.2, Structural Welding Code - Aluminum. c. Dl.6, Structural Welding Code - Stainless Steel. 4. ASTM International (ASTM): . a. A123/A123M, Specification for Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel Products. b. A153/A153M, Specification for Zinc Coating (Hot-Dip) on Iron and Steel Hardware. c. A193/A193M, Specification for Alloy-Steel and Stainless Steel Bolting Materials for High-Temperature Service. d. A385, Practice for Providing High-Quality Zinc Coatings (Hot- Dip). e. A992/ A992M, Specification for Steel for Structural Shapes for Use in Building Framing f. F593, Specification for Stainless Steel Bolts, Hex Cap Screws, and Studs. g. F594, Specification for Stainless Steel Nuts. h. F1554, Specification for Anchor Bolts, Steel, 36, 55, and 105-ksi Yield Strength. 5. International Code Council (ICC): Evaluation Reports for Concrete and Masonry Anchors. 6. NSF International (NSF). 7. Specialty Steel Industry of North America (SSINA): a. Specifications for Stainless Steel. b. Design Guidelines for the Selection and Use of Stainless Steel. c. Stainless Steel Fabrication. d. Stainless Steel Fasteners. SEN323194.WU.FD.02 05500 1 JUNE 9, 2005 METAL FABRICATIONS AND CASTINGS . . CITY OF PORT ANGELES WEST UGA UTILITIES EXTENSION 323194B .' 1.02 DEFINITIONS A. Corrosive Area: Containment area or area exposed to delivery, storage, transfer, or use of chemicals. B. Exterior Area: Location not protected from the weather by a building or other enclosed structure. C. Interior Dry Area: Location inside building or structure where floor is not subject to liquid spills or washdown, nor where wall or roof slab is common to a water-holding or earth-retaining structure. D. Interior Wet Area: Location inside building or structure where floor is sloped to floor drains or gutters and is subject to liquid spills or washdown, or where wall, floor, or roof slab is common to a water-holding or earth-retaining structure. E. Submerged: Location at or below top of wall of open water-holding structure, such as a basin or channel, or wall, ceiling or floor surface inside a covered water-holding structure, or exterior belowgrade wall or roof surface of water- holding structure, open or covered. 1.03 SUBMITTALS A. Action Submittals: 1. Shop Drawings: a. Metal fabrications, including welding and fastener information. b. Specific instructions for concrete anchor installation, including drilled hole size, preparation, placement, procedures, and instructions for safe handling of anchoring systems. B. Informational Submittals: 1. Concrete and Masonry Drilled Anchors: a. Manufacturer's product description and installation procedures. b. Current test data or ICC Evaluation Report. c. Adhesive Anchor Installer Certification. 2. Passivation method for stainless steel members. 1.04 QUALITY ASSURANCE A. Qualifications: 1. Adhesive Anchor Installers: Trained and certified by manufacturer. SEA/323194.WU.FD.02 05500 2 JUNE 9, 2005 METAL FABRICATIONS M'D CASTINGS CITY OF PORT ANGELES WEST UGA UTILITIES EXTENSION 323l94B '. 1.05 DELIVERY, STORAGE, AND HANDLING A. Insofar as practical, factory assemble items specified herein. Assemblies that due to necessity have to be shipped unassembled shall be packaged and tagged in manner that will protect materials from damage and will facilitate identification and field assembly. B. Package stainless steel items in a manner to provide protection from carbon impregnation. C. Protect painted coatings and hot-dip galvanized finishes from damage due to metal banding and rough handling. Use padded slings and straps. D. Store fabricated items in dry area, not in direct contact with ground. 1.06 SPECIAL GUARANTEE A. Manufacturer's extended guarantee or warranty, with City named as beneficiary, in writing, as special guarantee. Special guarantee shall provide for correction, or at option of City, removal and replacement of sidewalk doors and floor hatches found defective during a period of 5 years after date of Substantial Completion. Duties and obligations for correction or removal and replacement of defective Work as specified in General ConditIOns. PART 2 PRODUCTS 2.01 GENERAL A. Unless otherwise indicated, meet the following requirements: Item Steel Shapes and Plates Steel Pipe ASTM Reference A36/A36M A501 or A53/A53M, Type E or S, Grade B A500, Grade B Structural Steel Tubing Stainless Steel: Bars and Angles Shapes Steel Plate, Sheet, and Strip A276, AISI Type 316 A276,AISIType304 A240/ A240M, AISI Type 316 SEN323194.WU.FD.02 05500 3 JUNE 9, 2005 METAL F ABRlCA TIONS AND CASTINGS CITY OF PORT ANGELES WEST UGA UTILITIES EXTENSION Item Bolts, Threaded Rods, Anchor Bolts, and Anchor Stu,ds Nuts Steel Bolts and Nuts: Carbon Steel High-Strength Anchor Bolts and Rods Eyebolts Threaded Rods Flat Washers (Unhardened) Flat and Beveled Washers (Hardened) Thrust Ties for Steel Pipe: Threaded Rods Nuts Plate Welded Anchor Studs Aluminum Plates and Structural Shapes Aluminum Bolts and Nuts Cast Iron 323194B ASTM,Reference ' FS93, AISI Type 316, Condition CW 'FS94, AISI Type 316, Condition CW A307 bolts, with A563 nuts A325, Type 1 bolts, with A563 nuts F1554, Grade 55, with weldability supplement S 1. A489 A36/A36M F844 F436 A193/AI93M, Grade B7 A194/AI94M, Grade 2H A283/ A283M, Grade D AI08, Grades C-IOIO through C-I020 B209 and B308/B308M, Alloy 6061-T6 F468, Alloy 2024-T4 A48, Class 35 B. Bolts, Washers, and Nuts: Use stainless steel, hot-dip galvanized steel, zinc- plated steel, and aluminum material types as indicated in Fastener Schedule at end of this section. 2.02 ANCHOR BOLTS AND ANCHOR BOLT SLEEVES A. Cast-in-Place Anchor Bolts: 1. Headed type, unless otherwise shown on Drawings. SEA/323194.WU.FD.02 05500 4 JUNE 9, 2005 METAL FABRICATIONS AND CASTINGS CITY OF PORT ANGELES WEST UGA UTILITIES EXTENSION 323l94B 2. Material type and protective coating as shown in Fastener Schedule at end of this section. B. Anchor Bolt Sleeves: 1. Plastic: a. Single unit construction with corrugated sleeve. b. Top of sleeve shall be self-threading to provide adjustment of threaded anchor bolt projection. c. Material: High density polyethylene. d. Manufacturer: Sinco Products, Inc., Middletown, CT, (800) 243-6753. 2. Fabricated Steel: ASTM A36/A36M. 2.03 CONCRETE AND MASONRY DRILLED ANCHORS A. General: 1. AISI Type 316 stainless, hot-dip galvanized, or zinc-plated steel, as shown in Fastener Schedule at end of this section. 2. Current evaluation and acceptance reports by ICC or other similar code organization. 3. Acceptable for use in potable water structures by EP A and local health agencies or NSF. B. Wedge Anchors: 1. Manufacturers and Products: a. ITW RamsetlRed Head, Wood Dale, IL; Trubolt Wedge Anchor. b. Hilti, Inc., Tulsa, OK; Kwik-Bolt-3 (KB-3) Anchor. c. Powers Rawl, New Rochelle, NY; Power-Stud Anchor. d. Simpson Strong-Tie Co., Inc., Pleasanton, CA; Wedge-All Anchor. e. Wej-It Corp., Tulsa, OK; ANKRtite Wedge Anchor. f. U.S. Anchor, Pompano Beach, FL; Kingpin Wedge Anchor. g. Unitex, Kansas City, MO; Pro-Poxy 300 and Pro-Poxy 300 Fast Epoxy Adhesive Anchors. C. Expansion Anchors: 1. Self-drilling anchors, snap-off or flush type, zinc-plated. 2. Nondrilling Anchors: Flush type for use with zinc-plated or stainless steel bolt, or stud type with projecting threaded stud. 3. Manufacturers and Products: SEA/323 1 94.WU.FD.02 05500 5 JUNE 9, 2005 METAL F ABRICA TIONS AND CASTINGS CITY OF PORT ANGELES WEST UGA UTILITIES EXTENSION 323194B .' a. ITW RamsetlRed Head, Wood Dale, IL; Multi-Set II Drop-In and Self Drill Anchor. b. Hilti, Inc., Tulsa, OK; Hilti HDI Drop-In Anchor. c. Powers Rawl, New Rochelle, NY; Steel Drop-In Anchor. d. Simpson Strong-Tie Co., Inc., Pleasanton, CA; Drop-In Anchor. D. Sleeve Anchors: I. Manufacturers and Products: a. ITW RamsetlRed Head, Wood Dale, IL; Dynabolt Hex Nut Sleeve Anchor. b. Powers Rawl, New Rochelle, NY; Hex Head Power-Bolt Anchor. c. Simpson Strong-Tie Co., Inc., Pleasanton, CA; Sleeve-All Hex Head Anchor. d. Wej-It Corp., Tulsa, OK; Wej-It Sleeve Anchor. e. Hilti, Inc., Tulsa, OK; HSL-3 Heavy Duty Sleeve Anchor. E. Adhesive Anchors: I. Threaded Rod: a. ASTM F593 stainless steel threaded rod, diameter as shown on Drawings. b. Length as required, to provide minimum depth of embedment. c. Clean and free of grease, oil, or other deleterious material. d. For hollow-unit masonry, provide galvanized or stainless steel wire cloth screen tube to fit threaded rod. 2. Adhesive: a. Two-component, designed to be used in adverse freeze/thaw environments, with gray color after mixing. b. Cure Temperature, Pot Life, and Workability: Compatible for intended use and environmental conditions. c. Nonsag, with selected viscosity base on installation temperature and overhead application where applicable. 3. Packaging and Storage: a. Disposable, self-contained cartridge system capable of dispensing both components in the proper mixing ratio and fitting into a manually or pneumatically operated caulking gun. b. Store adhesive cartridges on pallets or shelving in covered storage area, in accordance with manufacturer's written instructions. c. Cartridge Markings: Include manufacturer's name, product name, material type, batch or serial number, and adhesive expiration date. d. Dispose of cartridges if shelf life has expired. 4. Manufacturers and Products: SEA/323 I 94.WU .FD.02 05500 6 JUNE 9, 2005 METAL FABRICATIONS AND CASTINGS CITY OF PORT ANGELES WEST UGA UTILITIES EXTENSION 323194B .. a. ITW Ramset/Red Head, Wood Dale, IL; Epcon Ceramic 6 Epoxy or A 7 Adhesive Anchor System. (Use only Epcon A 7 Adhesive System for hollow masonry.) b. Hilti, Inc., Tulsa, OK; HIT Doweling Anchor System, HIT HY 150 (HIT HY 20 for hollow masonry). c. Powers Rawl, New Rochelle, NY; Power Fast Epoxy Injection Gel Cartridge System. d. Simpson Strong-Tie Co., Inc., Pleasanton, CA; Epoxy-Tie Adhesive ET or Acrylic-Tie Adhesive. (Use only Acrylic-Tie Adhesive for temperatures below 40 degrees F.) e. Covert Operations, Inc., Long Beach, CA; CIA-Gel 7000 Epoxy Anchors. f. U.S. Anchor, Pompano Beach, FL; Ultrabond 1. g. Unitex, Kansas City, MO; Pro-Poxy 300 and Pro-Poxy 300 Fast Epoxy Adhesive Anchors. 2.04 PIPE SLEEVES A. ASTM A53/A53M, Schedule 40 steel pipe sleeves with continuously welded 3/16-inch-thick seep ring with outside diameter 3 inches greater than sleeve outside diameter. Hot-dip galvanize in accordance with ASTM A123/A123M. 2.05 STEEL LINTELS AND SHELF ANGLES A. ASTM A36/A36M, hot-dip galvanize after fabrication in accordance with ASTM A123/A123M. 2.06 SIDEWALK DOORS A. Load Capacity: 300 psfwith maximum deflection of 1I150th of span. Provide H-20 highway loading capacity where indicated on Drawings. \ B. :/ Component Fabrication: 1. Access Door Leaf(s): 114-inch aluminum diamond pattern plate. Provide stainless steel safety chain and attachments for end of double-leaf door assembly when open. 2. Channel Frame: l/4-inch thick extruded aluminum trough frame with continuous anchor flange around perimeter. Weld 1-1I2-inch diameter drain coupling to frame trough at front right comer, unless indicated otherwise on Drawings. C. Door Hardware: SEA/323194.WU.FD.02 05500 7 JUNE 9, 2005 METAL F ABRICA TIONS AND CASTINGS CITY OF PORT ANGELES WEST UGA UTILITIES EXTENSION 323194B .' 1. Hinges: Heavy-duty brass or stainless steel with stainless steel pins through-bolted to cover plate with tamper-proof stainless steel bolts flush with top of cover and to outside leg of channel frame with stainless steel bolts and locknuts. 2. Liftmg Mechanism: Stainless steel compression lift springs enclosed in telescoping vertical housing or stainless steel torsion lift springs. 3. Hold-Open Arm: a. Locks automatically in open position, b. Disengages with slight pull on vinyl grip with one hand. c. Door can be easily closed with one hand by pulling forward and down on vinyl grip. 4. Snap Lock: a. Stainless steel snap lock mounted on bottom of door leaf with removable topside key wrench and inside fixed lever handle. b. Threaded plug for flush outside surface with key wrench removed. D. Aluminum shall be mill finished with protective coating applied to surfaces to be in contact with concrete, as specified in Section 09900, Painting and Protective Coatings. E. Manufacturers and Products: 1. Bi1co Co., New Haven, CT; J Series. 2. Nystrom Products Co., Minneapolis, MN; FG Series. 3. U.S.F. Fabrication, Hialeah, FL; T Series. 4. Flyght Corp., Trumbull, CT; FDRN Series. 5. Thompson Fabricating Co., Birmingham, AL; TE Series. 6. Halliday Products, Orlando, FL; WS Series. 2.07 LADDER RUNGS A. Polypropylene plastic steps (ladder rungs) shall be polypropylene plastic step injection molded around a 'l'2-inch diameter ASTM A615, Grade 60, steel reinforcing bar. Step dimension and pattern shall conform to the WSDOT/APWA Section 7-03.5. 2.08 ACCESSORIES A. Antiseizing Lubricant for Stainless Steel Threaded Connections: 1. Suitable for potable water supply. 2. Resists washout. SEA/323 1 94.WU.FD.02 05500 8 JUNE 9, 2005 METAL FABRICATIONS AND CASTINGS CITY OF PORT ANGELES WEST UGA UTILITIES EXTENSION 323194B 3. Manufacturers and Products: a. Bostik, Middleton, MA; Neverseez. , b. Saf-T-Eze Div., STL Corp., Lombard, IL; Anti-Seize. 2.09 FABRICATION A. General: 1. Finish exposed surfaces smooth, sharp, and to well-defmed lines. 2. Furnish necessary rabbets, lugs, and brackets so work can be assembled in neat, substantial manner. 3. Conceal fastenings where practical; where exposed, flush countersink. 4. Drill metalwork and countersink holes as required for attaching hardware or other materials. 5. Grind cut edges smooth and straight. Round sharp edges to small uniform radius. Grind burrs, jagged edges, and surface defects smooth. 6. Fit and assemble in largest practical sections for delivery to Site. B. Materials: 1. Use steel shapes, unless otherwise noted. 2. Steel to be hot-dip galvanized: Limit silicon content to less than 0.04 percent or to between 0.15 and 0.25 percent. 3. Fabricate aluminum in accordance with AA Specifications for Aluminum Structures - Allowable Stress Design. C. Welding: 1. Weld connections and grind exposed welds smooth. When required to be watertight, make welds continuous. 2. Welded fabrications shall be free from twisting or distortion caused by improper welding techniques. 3. Steel: Meet fabrication requirements of A WS D1.1, Section 5. 4. Aluminum: Meet requirements of A WS D 1.2. 5. Stainless Steel: Meet requirements of A WS D 1.6. 6. Welded Anchor Studs: Prepare surface to be welded and weld with stud welding gun in accordance with A WS D1.1, Section 7, and manufacturer's instructions. 7. Complete welding before applying finish. D. Painting: 1. Shop prime with rust-inhibitive primer as specified in Section 09900, Painting and Protective Coatings, unless otherwise indicated. SEA/323194.WU.FD.02 05500 9 JUNE 9, 2005 METAL F ABRICA TIONS AND CASTINGS CITY OF PORT ANGELES WEST UGA UTILITIES EXTENSION 323194B 2. Coat surfaces of galvanized steel and aluminum fabricated items to be in direct contact with concrete, grout, masonry, or dissimilar metals, as specified in Section 09900, Painting and Protective Coatings, unless indicated otherwise. 3. Do not apply protective coating to galvanized steel anchor bolts or galvanized steel welded anchor studs, unless indicated otherwise. E. Galvanizing: 1. Fabricate steel to be galvanized in accordance with ASTM A143, ASTM A384, and ASTM A38S. Avoid fabrication techniques that could cause distortion or embrittlement of the steel. 2. Provide venting and drain holes for tubular members and fabricated assemblies in accordance with ASTM A38S. 3. Remove welding slag, splatter, burrs, grease, oil, paint, lacquer, and other deleterious material prior to delivery for galvanizing. 4. Remove by blast cleaning or other methods surface contaminants and coatings not removable by normal chemical cleaning process in the galvanizing operation. S. Hot-dip galvanize steel members, fabrications, and assemblies after fabrication in accordance with ASTM AI23/AI23M. 6. Hot-dip galvanize bolts, nuts, washers, and hardware components in accordance with ASTM AIS3/AI53M. Oversize holes to allow for zinc alloy growth. Shop assemble bolts and nuts. 7. Galvanized steel sheets m accordance with ASTM A653. 8. Galvanize components of bolted assemblies separately before assembly. Galvanizing of tapped holes is not required. F. Fitting: Where movement of fabrications is required or shown, cut, fit, and align items for smooth operation. Make comers square and opposite sides parallel. G. Accessories: Furnish as required for a complete installation. Fasten by welding or with stainless steel bolts or screws. 2.10 SOURCE QUALITY CONTROL A. Visually inspect all fabrication welds and correct any deficiencies. 1. Steel: A WS D1.I, Section 6 and Table 6.1, Visual Inspection Acceptance Criteria. 2. Aluminum: AWS Dl.2. 3. Stainless Steel: A WS D1.6. SEA/323 1 94.WU.FD.02 05500 10 JUNE 9, 2005 METAL FABRICATIONS AND CASTINGS CITY OF PORT ANGELES WEST UGA UTILITIES EXTENSION 323194B y . PART 3 EXECUTION 3.01 INSTALLATION OF METAL FABRICATIONS A. General: 1. Install metal fabrications plumb or level, accurately fitted, free from distortion or defects. 2. Install rigid, substantial, and neat in appearance. 3. Install manufactured products in accordance with manufacturer's recommendations. 4. Obtain Engineer approval prior to field cutting steel members or making adjustments not scheduled. B. Aluminum: 1. Do not remove mill markings from concealed surfaces. 2. Remove inked or painted identification marks on exposed surfaces not otherwise coated after installed material has been inspected and approved. 3. Fabrication, mechanical connections, and welded construction shall be in accordance with the AA Aluminum Design Manual. C. Pipe Sleeves: 1. Provide where pipes pass through concrete or masonry. 2. Holes drilled with a rotary drill may be provided in lieu of sleeves in existing walls. 3. Provide a center flange for water stoppage on sleeves in exterior or water-bearing walls. 4. Provide a rubber caulking sealant or a modular mechanical unit to form a watertight seal in the annular space between pipes and sleeves. D. Steel Lintels and Shelf Angles: Provide as required for support of masonry and other construction not attached to structural steel framing, unless otherwise shown on Drawings. 3.02 CAST-IN-PLACE ANCHOR BOLTS A. Accurately locate and hold anchor bolts in place with templates at the time concrete is placed. B. Use anchor bolt sleeves for location adjustment and provide two nuts and one washer per bolt of same material as bolt. SEA/323 I 94.WU.FD.02 05500 11 JUNE 9, 2005 METAL FABRICATIONS AND CASTINGS . . CITY OF PORT ANGELES WEST UGA UTILITIES EXTENSION 323194B " 0. Minimum Bolt Size: 1/2-inch diameter by 12 inches long, unless otherwise shown. 3.03 CONCRETE AND MASONRY DRILLED ANCHORS A. Begin installation only after concrete or masonry to receive anchors has attained design strength. B. Install in accordance with manufacturer's instructions. C. Provide minimum embedment, edge distance, and spacing as follows, unless indicated otherwise by anchor manufacturer's instructions or shown otherwise on Drawings: Anchor Min. Embedment Min. Edge Distance Min. Spacing TYlle (bolt diameters) (bolt diameters) (bolt diameters) Wedge 9 6 12 Expansion 4 6 12 and Sleeve Undercut 9 12 16 Adhesive 9 9 13.5 D. Use only drill type and bit type and diameter recommended by anchor manufacturer. Clean hole of debris and dust with brush and compressed air. E. For undercut anchors, use special undercutting drill bit and rotary hammer drill and apply final torque as recommended by anchor manufacturer. F. When embedded steel or rebar is encountered in the drill path, slant drill to clear obstruction. If drill must be slanted more than 10 degrees to clear obstruction, notify Engineer for direction on how to proceed. G. Adhesive Anchors: I. Do not install adhesive anchors when temperature of concrete is below 40 degrees F (25 degrees F for Simpson Strong-Tie Acrylic-Tie Adhesive) or above 100 degrees F. 2. Remove any standing water from hole with oil-free compressed air. Inside surface of hole shall be dry where required by manufacturer's instructions. 3. For hollow-unit masonry, install screen tube in accordance with manufacturer's instructions. SEN323 I 94.WU.FD.02 05500 12 JUNE 9, 2005 METAL FABRICATIONS AND CASTINGS CITY OF PORT ANGELES WEST UGA UTILITIES EXTENSION 323l94B . . '- 4. Do not disturb anchor during recommended curing time. 5. Do not exceed maximum torque as specified in manufacturer's instructions. 3.04 ACCESS COVERS A. Install access covers, including sidewalk doors, floor hatches, and hinged manhole covers in accordance with manufacturer's instructions. B. Accurately position prior to placing co~crete, such that covers are flush with floor surface. C. Protect from damage resulting from concrete placement. Thoroughly clean exposed surfaces of concrete spillage to obtain a clean, uniform appearance. 3.05 ELECTROLYTIC PROTECTION A. Aluminum and Galvanized Steel: 1. Coat surfaces of galvanized steel and aluminum fabricated items to be in direct contact with concrete, grout, masonry, or dissimilar metals, as specified in Section 09900, Painting and Protective Coatings, unless indicated otherwise. 2. Do not apply protective coating to galvanized steel anchor bolts or galvanized steel welded anchor studs, unless indicated otherwise. 3. Allow coating to dry before installation of the material. 4. Protect coated surfaces during installation. 5. Should coating become marred, prepare and touch up in accordance with paint manufacturer's written instructions. B. Titanium: Where titanium equipment is in contact with concrete or dissimilar metal, provide full-face neoprene insulation gasket, 3/32-inch minimum thickness and 70-durometer hardness. C. - Stainless Steel: 1. During handling and installation, take necessary precautions to prevent carbon impregnation of stainless steel members. 2. After installation, visually inspect stainless steel surfaces for evidence of iron rust, oil, paint, and other forms of contamination. 3. Remove contamination in accordance with requirements of ASTM A380 and ASTM A967. 4. Brushes used to remove foreign substances shall utilize only stainless steel or nonmetallic bristles. SEA/323 1 94.WU .FD.02 05500 13 JUNE 9, 2005 METAL FABRICATIONS AND CASTINGS - . CITY OF PORT ANGELES WEST UGA UTILITIES EXTENSION 323194B 5. After treatment, visually inspect surfaces for compliance. 3.06 PAINTING AND REPAIR OF GALVANIZED STEEL A. Painted Galvanized Surfaces: Prepare as specified in Section 09900, Painting and Protective Coatings. B. Repair of Damaged Hot-Dip Galvaniz~d Coating: I. Conform to ASTM A 780. 2. For minor repairs at abraded areas, use sprayed zinc conforming to ASTM A 780. 3. For flame cut or welded areas, use zinc-based solder, or zinc sticks, conforming to ASTM A 780. 4. Use magnetic gauge to determine that thickness is equal to or greater than the base galvanized coating. 3.07 FIELD QUALITY CONTROL A. Concrete and Masonry Drilled Anchors: Special inspection and testing will be provided by City where indicated on Drawings. 3.08 MANUFACTURER'S SERVICES A. Adhesive Anchors: Conduct site training of installation personnel for proper installation, handling, and storage of adhesive anchor system. Notify Engineer of time and place for sessions. 3.09 FASTENER SCHEDULE A. Unless indicated otherwise on the Drawings, provide fasteners as follows: Service Use and Location Product Remarks 1. Anchor Bolts Cast Into Concrete for Structural Steel, Metal Fabrications and Castings Interior Dry Areas Hot-dip galvanized steel headed anchor bolts, unless indicated otherwise. Submerged and Stainless steel headed See Section 09900, Corrosive Areas anchor bolts with fusion Painting and Protective bonded coating Coatings SEA/323I 94.WU.FD.02 05500 14 JUNE 9, 2DOS METAL FABRICATIONS AND CASTINGS CITY OF PORT ANGELES WEST UGA UTILITIES EXTENSION 323l94B . - .~ Service Use and Location Product Remarks Exterior and Stainless steel headed Interior Wet Areas anchor bolts. 2. Anchor Bolts Cast Into Concrete for Equipment Bases Interior Dry Areas Stainless steel headed anchor bolts, unless otherwise specified with equipment Submerged, Stainless steel headed See Section 09900, Exterior, Interior anchor bolts with fusion Painting and Protective Wet, and bonded coating, unless Coatings Corrosive Areas otherwise specified with equipment 3. Drilled Anchors for Metal Components to Cast-in-Place Concrete (e.g., Ladders, Handrail Posts, Electrical Panels, and Equipment) Interior Dry Areas Zinc-plated or stainless steel wedge or expansion anchors Submerged, Adhesive stainless steel Exterior, Interior anchors Wet, and Corrosive Areas 4. Anchors in Grout-Filled Concrete Masonry Units Exterior and Hot-dip galvanized steel Interior Wet and headed anchor bolts, Dry Areas zinc-plated or stainless steel sleeve anchors, or stainless steel adhesive anchors 5. Anchors in Hollow Concrete Masonry Units Exterior and Zinc-plated or stainless Interior Wet and steel sleeve anchors, or Dry Areas stainless steel adhesive anchors with screen tube SEA/323 1 94.WU.FD.02 05500 15 JUNE 9, 2005 METAL FABRICATIONS AND CASTINGS - . CITY OF PORT ANGELES WEST UGA UTILITIES EXTENSION 323194B , Service Use and Location Product Remarks 6. Connections for Steel Fabrications and Wood Components Exterior and Hot-dip galvanized Interior Wet and carbon steel bolted Dry Areas connections 7. Connections of Aluminum Components Submerged, Stainless steel bolted Exterior and connections, unless Interior Wet and otherwise specified Dry Areas with equipment 8. All Others Exterior and Stainless steel fasteners Interior Wet and Dry Areas B. Antiseizing Lubricant: Use on all stainless steel threads. C. Do not use adhesive anchors to support fire-resistive construction or where ambient temperature will exceed 120 degrees F. END OF SECTION SEA/323194.WU.FD.02 05500 16 JUNE 9, 2005 METAL FABRICATIONS AND CASTINGS CITY OF PORT ANGELES WEST UGA UTILITIES EXTENSION 323194C . . . . SECTION 09900 PAINTING AND PROTECTIVE COATINGS PART 1 GENERAL 1.01 REFERENCES A. The following is a list of standards which may be referenced in this section: 1. American National Standards Institute (ANSI): Standard Colors for Color Identification and Coding. 2. American Society of Mechanical Engineers (ASME): A13.1, Scheme for the Identification of Piping Systems. 3. NACE International (NACE): RPOI88, Discontinuity (Holiday) Testing of New Protective Coatings on Conductive Substrates. 4. NSF International (NSF): 61 Drinking Water System Components- Health Effects. 5. Occupational Safety and Health Act (OSHA). 6. The Society for Protective Coatings (SSPC): a. SP 1, Solvent Cleaning. b. SP 2, Hand Tool Cleaning. c. SP 3, Power Tool Cleaning. d. SP 5, Joint Surface Preparation Standard White Metal Blast Cleaning. e. SP 6, Joint Surface Preparation Standard Commercial Blast Cleaning. f. SP 7, Joint Surface Preparation Standard Brush-Off Blast Cleaning. g. SP 10, Joint Surface Preparation Standard Near-White Blast Cleaning. h. SP 11, Power Tool Cleaning to Bare Metal. 1. SP 12, Surface Preparation and Cleaning of Steel and Other Hard Materials by High- and Ultrahigh-Pressure Water Jetting Prior to Recoating. J. SP 13, Surface Preparation of Concrete. k. PAl, Shop, Field, and Maintenance Painting. 1. PA 2, Measurement of Dry Coating Thickness with Magnetic Gages. m. PA 3, Guide to Safety in Paint Applications. SEN323 1 94.WU.FD.02 09900 1 JUNE 9, 2005 PAINTING AND PROTECTNE COATINGS - . CITY OF PORT ANGELES WEST UGA UTILITIES EXTENSION 323I94C 1:02 DEFINITIONS A. Terms used in this section: 1. Coverage: Total minimum dry film thickness in mils or square feet per gall on. 2. FRP: Fiberglass Reinforced Plastic. 3. HCI: Hydrochloric Acid. 4. MDFT: Minimum Dry Film Thickness, mils. 5. MDFTPC: Minimum Dry Film Thickness Per Coat, mils. 6. Mil: Thousandth of an inch. 7. PSDS: Paint System Data Sheet. 8. PVC: Polyvinyl Chloride. 9. SFPG: Square Feet Per Gallon. 10. SFPGPC: Square Feet Per Gallon Per Coat. 11. SP: Surface Preparation. 1.03 SUBMITTALS A. Action Submittals: 1. Shop Drawings: a. Data Sheets: 1) For each paint system, furnish a Paint System Data Sheet (PSDS), the manufacturer's technical data sheets, and paint colors available (where applicable) for each product used in paint system. The PSDS form is appended to the end of this section. 2) Technical and performance information that demonstrate compliance with Specification. 3) Submit required information on a system-by-system basis. 4) Furnish copies of paint system submittals to the coating applicator. . 5) Indiscriminate submittal of manufacturer's literature only is not acceptable. b. Detailed chemical and gradation analysis for each proposed abrasive material. 2. Samples: a. Proposed Abrasive Materials: Minimum 5-pound sample for each type. SEN323I 94.WU.FD.02 09900 2 JUNE 9, 2005 PAINTING AND PROTECTIVE COATINGS CITY OF PORT ANGELES WEST UGA UTILITIES EXTENSION 323194C . - . . b. Reference Panel: I) Surface Preparation: a) Prior to start of surface preparation, furnish a 4:-inch by 4-inch steel panel for each grade of sandblast specified herein, prepared to specified requirements. b) Provide panel representative of the steel used; prevent deterioration of surface quality. c) Upon approval by Engineer, panel to be reference source for inspection. 2) Paint: a) Unless otherwise specified, before painting work is started, prepare minimum 8- by 10-inch sample with type of paint and application specified on similar substrate to which paint is to be applied. b) Furnish additional samples as required until colors, finishes, and textures are approved. c) Approved samples to be the quality standard for final finishes. B. Informational Submittals: 1. Applicator's Qualification: List of references substantiating experience. 2. Factory Applied Coatings: Manufacturer's certification stating factory applied coating system meets or exceeds requirements specified. 3. If the manufacturer of finish coating differs from that of shop primer, provide finish coating manufacturer's written confirmation that materials are compatible. 4. Manufacturer's written instructions and special details for applying each type of paint. 5. Manufacturer's written verification that submitted material is suitable for the intended use. 1.04 QUALITY ASSURANCE A. Applicator Qualifications: Minimum 5 years' experience in application of specified products. B. Regulatory Requirements: 1. Meet federal, state, and local requirements limiting the emission of volatile organic compounds. 2. Perform surface preparation and painting in accordance with recommendations of the following: a. Paint manufacturer's instructions. SEA/323194.WU.FD.02 09900 3 JUNE 9, 2005 PAINTING AND PROTECTIVE COATINGS - . CITY OF PORT ANGELES WEST UGA UTILITIES EXTENSION 323194C ..- b. SSPC P A 3, Guide to Safety in Paint Applications. c. Federal, state, and local agencies having jurisdiction. C. Mockup: 1. Before proceeding with Work under this section, finish one complete space or item of each color scheme required showing selected colors, finish texture, materials, quality of work, and special details. 2. After Engineer approval, sample' spaces or items shall -serve as a standard for similar work throughout the Project. 1.05 DELIVERY, STORAGE, AND HANDLING A. Shipping: 1. Where precoated items are to be shipped to the Site, protect coating from damage. Batten coated items to prevent abrasion. 2. Shop painted surfaces shall be protected during shipment and handling by suitable provisions including padding, blocking, and use of canvas or nylon slings. B. Storage: 1. Store products in a protected area that is heated or cooled to maintain temperatures within the range recommended by paint manufacturer. 2. Primed surfaces shall not be exposed to weather for more than 2 months before being topcoated, or less time if recommended by coating manufacturer. 1.06 PROJECT CONDITIONS A. Environmental Requirements: 1. Do not apply paint in temperatures or moisture conditions outside of manufacturer's recommended maximum or minimum allowable. 2. Do not perform fmal abrasive blast cleaning whenever relative humidity exceeds 85 percent, or whenever surface temperature is less than 5 degrees F above dew point of ambient air. SEN323194.WU.FD.02 09900 4 JUNE 9,2005 PAINTING AND PROTECTIVE COATINGS CITY OF PORT ANGELES WEST UGA UTILITIES EXTENSION PART 2 PRODUCTS 2.01 MANUFACTURERS 323194C . . -... A. Nationally recognized manufacturers of paints and protective coatings who are regularly engaged in the production of such materials for essentially identical service conditions. B. Minimum of 5 years' verifiable experience in manufacture of specified product. 2.02 ABRASIVE MATERIALS A. Select abrasive type and size to produce surface profile that meets coating manufacturer's recommendations for specific primer and coating system to be applied. 2.03 PAINT MATERIALS A. General: 1. Manufacturer's highest quality products suitable for intended service. 2. Compatibility: Only compatible materials from a single manufacturer shall be used in the Work. Particular attention shall be directed to compatibility of primers and finish coats. 3. Thinners, Cleaners, Driers, and Other Additives: As recommended by coating manufacturer. B. Products: Product Ac lic Latex Alkyd Enamel Bituminous Paint Block Filler Coal-Tar Epoxy SEN323194.WU.FD.02 09900 Definition Optimum quality, gloss or semigloss finish as re uired, medium Ion oil Primer-sealer designed for rough masonry surfaces, 100% ac lic emulsion Amine, polyamide, or phenolic epoxy type 70% volume solids minimum, suitable for immersion servIce 5 JUNE 9, 2005 PAINTING AND PROTECTIVE COATINGS , i' - . CITY OF PORT ANGELES WEST UGA UTILITIES EXTENSION 323194C Product Definition Epoxy Filler/Surfacer 100% solids epoxy trowel grade filler and surfacer, nonshrinking, suitable for application to concrete and masonry Epoxy Primer - Anticorrosive, converted epoxy primer containing Ferrous Metal rust-inhibitive pigments Fusion Bonded 100% solids, thermosetting, fusion bonded, dry Coating powder epoxy or polyurethane resin, suitable for the intended service Fusion Bonded, TFE Tetrafluoroethylene, liquid coating, or open gear Lube or Grease Lube grease as supplied by McMaster-Carr Supply Corporation., Elmhurst, IL; RL 736 manufactured by Amrep, Inc., Marietta, GA High Build Epoxy Polyamide or polyamidoamine epoxy, minimum 69% volume solids, capability of 4 to 8 MDFT per coat Latex Primer Sealer Waterbome vinyl acrylic primer/sealer for interior gypsum board and plaster. Capable of providing uniform seal and suitable for use with specified finish coats Masonry Plugger Clear acrylic block filler, minimum 20 percent solids Siloxane Sealer Clear 10 percent siloxane/acrylic emulsion; Okon, W-2; or equal NSF Epoxy Polyamide epoxy, approved for potable water contact and conforming to NSF 61 Epoxy, High Solids Polyamide or polyamidoamine epoxy, 80% volume solids, minimum, suitable for immersion service Polyurethane Enamel Two-component, aliphatic or acrylic based Dolvurethane; high gloss finish Rust-Inhibitive Single-package steel primers with anticorrosive Primer pi~ent loading; Stain, Wood Satin luster, linseed oil, solid or transparent as required SEN323 I 94.WU.FD.02 09900 6 JUNE 9, 200S PAINTING AND PROTECTIVE COATINGS CITY OF PORT ANGELES WEST UGA UTILITIES EXTENSION 323194C " - Product Definition Epoxy Mortar 100 percent solids aliphatic amine-cured epoxy mortar, Tnemec Series 434 Penna-Shield H2S Amine-Cured Epoxy 100 percent solids amine-cured epoxy suitable for immersion service and exposure to hydrogen sulfide, Tnemec Series 435 Penna-Glaze 2.04 MIXING A. Multiple-Component Coatings: 1. Prepare using each component as packaged by paint manufacturer. 2. No partial batches will be permitted. ' 3. Do not use multiple-component coatings that have been mixed beyond their pot life. 4. Furnish small quantity kits for touchup painting and for painting other small areas. 5. Mix only components specified and furnished by paint manufacturer. 6. Do not intermix additional components for reasons of color or otherwise, even within the same generic type of coating. B. Colors: Formulate paints with colorants free of lead, lead compounds, or other materials that might be affected by presence of hydrogen sulfide or other gas likely to be present at Site. 2.05 SHOP FINISHES A. Shop Blast Cleaning: Reference paragraph Shop Coating Requirements, this section. B. Surface Preparation: Provide Engineer minimum 7 days' advance notice to start of shop surface preparation work and coating application work. C. Shop Coating Requirements: 1. When required by equipment Specifications, such equipment shall be primed and finish coated in shop by manufacturer and touched up in field with identical material after installation. 2. Where manufacturer's standard coating is not suitable for intended service condition, Engineer may approve use of a tie-coat to be used between manufacturer's standard coating and specified field finish. In such cases, tie-coat shall be surface tolerant epoxy as recommended by manufacturer of specified field finish coat. Coordinate details of SEA/323 194. WU.FD .02 09900 7 JUNE 9, 2005 PAINTING AND PROTECTIVE COATINGS CITY OF PORT ANGELES WEST UGA UTILITIES EXTENSION 323194C . -.' equipment manufacturer's standard coating with field coating manufacturer. D. Pipe: 1. Ductile Iron Pipe: a. Use SSPC standards as a guide for desired prepared surface. Follow recommendations of pipe and coating manufacturers for means and methods to achieve SSPC-equivalent surface. b. The surface preparation and application of the primer shall be performed by pipe manufacturer. c. For high performance (epoxy) coatings, follow additional recommendations of pipe and coating manufacturers. d. Prior to blast cleaning, grind smooth surface imperfections, including, but not limited to delaminating metal or oxide layers. PART 3 EXECUTION 3.01 GENERAL A. Provide Engineer minimum 7 days' advance notice to start of field surface preparation work and coating application work. B. Perform the Work only in presence of Engineer, unless Engineer grants prior approval to perform the Work in Engineer's absence. C. Schedule inspection with Engineer in advance for cleaned surfaces and all coats prior to succeeding coat. 3.02 EXAMINATION A. Factory Finished Items: 1. Schedule inspection with Engineer before repairing damaged factory- finished items delivered to Site. 2. Repair abraded or otherwise damaged areas on factory-fmished items as recommended by coating manufacturer. Carefully blend repaired areas into original fmish. If required to match colors, provide full finish coat in field. B. Surface Preparation Verification: Inspect and provide substrate surfaces prepared in accordance with these Specifications and printed directions and recommendations of paint manufacturer whose product is to be applied. The more stringent requirements shall apply. SEA/323194.WU .FD.02 09900 8 JUNE 9, 2005 PAINTING AND PROTECTIVE COATINGS CITY OF PORT ANGELES WEST UGA UTILITIES EXTENSION 323194C . . 3.03 PROTECTION OF ITEMS NOT TO BE PAINTED A. Remove, mask, or otherwise protect hardware, lighting fixtures, switchplates, aluminum surfaces, machined surfaces, couplings, shafts, bearings, nameplates on machinery, and other surfaces not specified elsewhere to be painted. B. Provide drop cloths to prevent paint materials from falling on or marring adjacent surfaces. C. Protect working parts of mechanical and electrical equipment from damage during surface preparation and painting process. D. Mask openings in motors to prevent paint and other materials from entering. E. Protect all surfaces adjacent to, or downwind of Work area from overspray. 3.04 SURFACE PREPARATION A. Field Abrasive Blasting: 1. Perform blasting for items and equipment where specified and as required to restore damaged surfaces previously shop or field blasted and primed or coated. 2. Refer to coating systems for degree of abrasive blasting required. 3. Where the specified degree of surface preparation differs from manufacturer's recommendations, the more stringent shall apply. B. Metal Surface Preparation: 1. Where indicated, meet requirements of SSPC Specifications summarized below: a. SP 1, Solvent Cleaning: Removal of all visible oil, grease, soil, drawing and cutting compounds, and other soluble contaminants by cleaning with solvent. b. SP2, Hand Tool Cleaning: Removal of loose rust, loose mill scale, loose paint, and other loose detrimental foreign matter, using nonpower hand tools. c. SP3, Power Tool Cleaning: Removal of loose rust, loose mill scale, loose paint, and other loose detrimental foreign matter, using power-assisted hand tools. d. SP5, White metal Blast Cleaning: Removal of all visible oil, grease, dust, dirt, mill scale, rust, coatings, oxides, corrosion products, and other foreign matter by blast cleaning. SEA/323 1 94.WU.FD.02 09900 9 JUNE 9, 2005 PAINTING AND PROTECTIVE COATINGS CITY OF PORT ANGELES WEST UGA UTILITIES EXTENSION 323l94C e. SP6, Commercial Blast Cleaning: Removal of all visible oil, grease, dust, dirt, mill scale, rust, coatings, oxides, corrosion products, and other foreign matter, except for random staining limited to no more than 33 percent of each unit area of surface which may consist of light shadows, slight streaks, or minor discolorations caused by stains of rust, stains of mill scale, or stains of previously applied coatings. f. SP?, Brush-Off Blast Cleaping: Removal of all visible rust, oil, grease, soil, dust, loose mill scale, loose rust, and loose coatings. Tightly adherent mill scale, rust, and coating may remain on surface. g. SPlO, Near-White Blast Cleaning: Removal of all visible oil, grease, dust, dirt, mill scale, rust, coatings, oxides, corrosion products, and other foreign matter, except for random staining limited to no more than 5 percent of each unit area of surface which may consist of light shadows, slight streaks, or minor discolorations caused by stains of rust, stains of mill scale, or stains of previously applied coatings. h. SPll, Power Tool Cleaning to Bare Metal: Removal of all visible oil, grease, dirt, dust, mill scale, rust, paint, oxide, corrosion products, and other foreign matter using power-assisted hand tools capable of producing suitable surface profile. Slight residues of rust and paint may be left in lower portion of pits if original surface is pitted. 1. SPl2, Surface Preparation and Cleaning of Steel and Other Hard Materials by High- and Ultrahigh-Pressure Water Jetting Prior to Recoating: Surface preparation using high- and ultrahigh-pressure water jetting to achieve specified surface cleanliness condition. Surface cleanliness conditions are defined in SSPC SP12 and are designated WJ-l through WJ-4 for visual surface preparation definitions, and SC-I through'SC-3 for nonvisual surface preparation definitions. 2. The words "solvent cleaning", "hand tool cleaning", "wire brushing", and "blast cleaning", or similar words of equal intent in these Specifications or in paint manufacturer's specification refer to the applicable SSPC Specification. 3. Where OSHA or EP A regulations preclude standard abrasive blast cleaning, wet or vacu-blast methods may be required. Coating manufacturers' recommendations for wet blast additives and first coat application shall apply. 4. Ductile Iron Pipe Supplied with Asphaltic Varnish Finish: Remove asphaltic varnish finish prior to performing specified surface preparation. 5. Hand tool clean areas that cannot be cleaned by power tool cleaning. SEA/323 1 94.WU.FD.02 09900 10 JUNE 9, 2005 PAINTING AND PROTECTIVE COATINGS CITY OF PORT ANGELES WEST UGA UTILITIES EXTENSION 323194C . . -.; . 6. Round or chamfer sharp edges and grind smooth burrs, jagged edges, and surface defects. 7. Welds and Adjacent Areas: a. Prepare such that there is: I) No undercutting or reverse ridges on weld bead. 2) No weld spatter on or adjacent to weld or any area to be painted. 3) No sharp peaks or ridges along weld bead. b. Grind embedded pieces of electrode or wire flush with adjacent surface of weld bead. 8. Preblast Cleaning Requirements: a. Remove oil, grease, welding fluxes, and other surface contaminants prior to blast cleaning. b. Cleaning Methods: Steam, open flame, hot water, or cold water with appropriate detergent additives followed with clean water nnsmg. c. Clean small isolated areas as above or solvent clean with suitable solvent and clean cloth. 9. Blast Cleaning Requirements: a. Type of Equipment and Speed of Travel: Design to obtain specified degree of cleanliness. Minimum surface preparation is as specified herein and takes precedence over coating manufacturer's recommendations. b. Select type and size of abrasive to produce surface profile that meets coating manufacturer's recommendations for particular primer to be used. c. Use only dry blast cleaning methods. d. Do not reuse abrasive, except for designed recyclable systems. e. Meet applicable federal, state, and local air pollution and environmental control regulations for blast cleaning, confined space entry (if required), and disposition of spent aggregate and debris. 10. Post-Blast Cleaning and Other Cleaning Requirements: a. Clean surfaces of dust and residual particles from cleaning operations by dry (no oil or water vapor) air blast cleaning or other method prior to painting. Vacuum clean enclosed areas and other areas where dust settling is a problem and wipe with a tack cloth. b. Paint surfaces the same day they are blasted. Reblast surfaces that have started to rust before they are painted. SEA/323 I 94.WU.FD.02 09900 11 JUNE 9, 2005 PAINTING AND PROTECTIVE COATINGS CITY OF PORT ANGELES WEST UGA UTILITIES EXTENSION 323194C C.' Galvanized Metal, Copper, and Nonferrous Metal Alloy Surface Preparation: I. Remove soil, cement spatter, and other surface dirt with appropriate hand or power tools. 2. Remove oil and grease by wiping or scrubbing surface with suitable solvent, rag, and brush. Use clean solvent and clean rag for final wiping to avoid contaminating surface. 3. Obtain and follow coating manufacturer's recommendations for additional preparation that may be required. D. Concrete Surface Preparation: 1. Do not begin until 30 days after concrete has been placed. 2. Remove grease, oil, dirt, salts or other chemicals, loose materials, or other foreign matter by solvent, detergent, or other suitable cleaning methods. 3. Blast clean in accordance with SSPC-SP13 to meet fine grit standard profile to remove loose concrete and laitance, and provide a tooth for binding. 4. Secure coating manufacturer's recommendations for additional preparation, if required, for excessive bug holes exposed after blasting. 5. Unless otherwise required for proper adhesion, ensure surfaces are dry prior to painting. E. Masonry Surface Preparation: 1. Complete and cure masonry construction for 14 days or more before starting surface preparation work. 2. Remove oil, grease, dirt, salts or other chemicals, loose materials, or other foreign matter by solvent, detergent washing, or other suitable cleaning methods. 3. Clean masonry surfaces of mortar and grout spillage and other surface deposits using one of the following: a. Nonmetallic fiber brushes and commercial muriatic acid followed by rinsing with clean water. b. Brush-off blasting. c. Water blasting. 4. Do not damage masonry mortar joints or adjacent surfaces. 5. Leave surfaces clean and, unless otherwise required for proper adhesion, dry prior to painting. 6. Masonry Surfaces to be Painted: Uniform texture and free of surface imperfections that would impair intended finished appearance. 7. Masonry surfaces to be clear coated. Free of discolorations and uniform in texture after cleaning. SEA/323 1 94.WU.FD.02 09900 12 JUNE 9, 2005 PAINTING AND PROTECTIVE COATINGS CITY OF PORT ANGELES WEST UGA UTILITIES EXTENSION 323194C F. Gypsum Board Surface Preparation: Typically, new gypsum board surfaces need no special preparation before painting. 1. Surface Finish: Dry, free of dust, dirt, powdery residue, grease, oil, or any other contaminants. G. Existing Painted Surfaces to be Repainted Surface Preparation: 1. Detergent wash and freshwater rinse. 2. Clean loose, abraded, or damaged coatings to substrate by Hand or Power Tool, SP 2 or SP 3. ' 3. Feather surrounding intact coating. 4. Apply one spot coat of specified primer to bare areas, overlapping prepared existing coating. 5. Apply one full finish coat of specified primer to entire surface. 6. If an aged, plural-component material is to be topcoated, contact coating manufacturer for additional surface preparation requirements. 7. For ductile iron pipe with asphaltic varnish finish not specified to be abrasive blasted, apply coat of tar stop prior to application of cosmetic finish coat. 8. Application of Cosmetic Coat: a. It is assumed that existing coatings have oxidized sufficiently to prevent lifting or peeling when overcoated with paints specified. b. Check compatibility by application to a small area prior to starting painting. c. If lifting or other problems occur, request disposition from Engineer. 9. Perform blasting as required to restore damaged surfaces. Materials, equipment, procedures shall meet requirements of Steel Structures Painting Council. 3.05 SURFACE CLEANING A. Brush-off Blast Cleaning: 1. Equipment, procedure, and degree of cleaning shall meet requirements of SSPC SP 7, Brush-off Blast Cleaning. 2. Abrasive: Either wet or dry blasting sand, grit, or nutshell. 3. Select various surface preparation parameters, such as size and hardness of abrasive, nozzle size, air pressure, and nozzle distance from surface such that surface is cleaned without pitting, chipping, or other damage. 4. Verify parameter selection by blast cleaning a trial area that will not be exposed to view. SEA/323194.WU.FD.02 09900 13 JUNE 9, 2005 PAINTING AND PROTECTIVE COATINGS CITY OF PORT ANGELES WEST UGA UTILITIES EXTENSION 323194C 5. Engineer will approve acceptable trial blast cleaned area and will use area as a representative sample of surface preparation. 6. Repair or replace surface damaged by blast cleaning. B. Solvent Cleaning: 1. Consists of removal of foreign matter such as oil, grease, soil, drawing and cutting compounds, and any, other surface contaminants by using solvents, emulsions, cleaning compounds, steam cleaning, or similar materials and methods which involve a solvent or cleaning action. 2. Meets requirements of SSPC SP 1. 3.06 APPLICATION A. General: 1. The intention of these Specifications is for new, interior and exterior wood, masonry, concrete, and metal, and submerged metal surfaces to be painted, whether specifically mentioned or not, except as specified otherwise. Do not paint exterior concrete surfaces, unless specifically indicated. 2. Extent of Coating (Immersion): Coatings shall be applied to all internal vessel and pipe surfaces, nozzle bores, flange gasket sealing surfaces, carbon steel internals, and stainless steel internals, unless otherwise specified. 3. For coatings subject to immersion, obtain full cure for completed system. Consult coatings manufacturer's written instructions for these requirements. Do not immerse coating until completion of curing cycle. 4. Apply coatings in accordance with these Specifications and paint manufacturers' printed recommendations and special details. The more stringent requirements shall apply. Allow sufficient time between coats to assure thorough drying of previously applied paint. 5. Sand wood lightly between coats to achieve required finish. 6. Vacuum clean surfaces free ofloose particles. Use tack cloth just prior to applying next coat. 7. Fusion Bonded Coatings Method Application: Electrostatic, fluidized bed, or flocking. 8. Coat units or surfaces to be bolted together or joined closely to structures or to one another prior to assembly or installation. 9. On pipelines, terminate coatings along pipe runs to 1 inch inside pipe penetrations. 10. Keep paint materials sealed when not in use. SEA/3231 94.WU.FD.02 09900 14 JUNE 9, 2005 PAINTiNG AND PROTECTIVE COATINGS CITY OF PORT ANGELES WEST UGA UTILITIES EXTENSION 323194C 11. Where more than one coat is applied within a given system, alternate colors to provide a visual reference showing required number of coats have been applied. B. Galvanized Metal, Copper, and Nonferrous Metal Alloys: 1. Concealed galvanized, copper, and nonferrous metal alloy surfaces (behind building panels or walls) do not require painting, unless specifically indicated herein. 2. Prepare surface and apply primer in accordance with System No. 10 specification. 3. Apply intermediate and finish coats of the coating system appropriate for the exposure. C. Porous Surfaces, Such As Concrete and Masonry: 1. Filler/Surfacer: Use coating manufacturer's recommended product to fill air holes, bug holes, and other surface voids or defects. 2. Prime Coat: May be thinned to provide maximum penetration and adhesion. a. Type and Amount of Thinning: Determined by paint manufacturer and dependent on surface density and type of coating. 3. Surface Specified to Receive Water Base Coating: Damp, but free of running water, just prior to application of coating. D. Film Thickness and Coverage: 1. Number of Coats: a. Minimum required without regard to coating thickness. b. Additional coats may be required to obtain minimum required paint thickness, depending on method of application, differences in manufacturers' products, and atmospheric conditions. 2. Application Thickness: a. Do not exceed coating manufacturer's recommendations. b. Measure using a wet film thickness gauge to ensure proper coating thickness during application. 3. Film Thickness Measurements and Electrical Inspection of Coated Surfaces: a. Perform with properly calibrated instruments. b. Recoat and repair as necessary for compliance with Specification. c. All coats are subject to inspection by Engineer and coating manufacturer's representative. 4. Visually inspect concrete, masonry, nonferrous metal, plastic, and wood surfaces to ensure proper and complete coverage has been attained. SEA/323194.WU.FD.02 09900 15 JUNE 9, 2005 PAINTING AND PROTECTIVE COATINGS CITY OF PORT ANGELES WEST UGA UTILITIES EXTENSION 323194C . , 5. Give particular attention to edges, angles, flanges, and other similar areas, where insufficient film thicknesses are likely to be present, and ensure proper millage in these areas. 6. Apply additional coats as required to achieve complete hiding of underlying coats. Hiding shall be so complete that additional coats would not increase the hiding. . 3.07 PROTECTIVE COATINGS SYSTEMS A. System No.1 Submerged Metal-Potable Water: Surface Prep. Paint Material Min. Coats, Cover SP5, White Metal NSF Epoxy 3 coats, 3 MDFTPC Blast Cleaning B. System No.2 Submerged Metal-Domestic Sewage: Surface PreD. Paint Material Min. Coats. Cover SP5, White Metal Prime in accordance Blast Cleaning with manufacturer's recommendations Coal- Tar Epoxy 2 coats, 16 MDFT C. System No.5 Exposed Metal-Mildly Corrosive: Surface Prep. Paint Material Min. Coats, Cover SPlO, Near-White Epoxy Primer - 1 coat, 4 MDFT Blast Cleaning Ferrous Metal Polyurethane Enamel 1 coat, 3 MDFT D. System No.8 Buried Metal-General: Surface PreD. Paint Material Min. Coats. Cover SPlO, Near-White Coal-Tar Epoxy 2 coats, 16 MDFT Blast Cleaning SEA/323194.WU.FD.02 09900 16 JUNE 9,-2005 PAINTING AND PROTECTIVE COATINGS . CITY OF PORT ANGELES WEST UGA UTILITIES EXTENSION 323194C - .. E. System No. 10 Galvanized Metal, Copper, and Nonferrous Metal Alloy Conditioning: Surface Prep. Paint Material Min. Coats, Cover In accordance with Epoxy Primer-Other As recommended by the Paragraph Galvanized coating manufacturer Metal, Copper, and Nonferrous Metal Remaining coats as Alloy Surface required for exposure Preparation F. System No. 18 Special Sealer-Concrete: Surface Prep. Paint Material Min. Coats. Cover In accordance with Epoxy Filler/Surfacer As required to fill voids Paragraph Concrete and level surface Surface Preparation, Epoxy, High Solids 1 coat, 250 SFPG this section G. System No. 19 Concrete Tank Lining-Domestic Sewage: Surface Prep. Paint Material Min. Coats, Cover In accordance with Epoxy Filler/Surfacer As required to fill voids Paragraph Concrete and level surface Surface Preparation, this section Epoxy, Mortar 1 coat, 32 SFPG Amine-Cured Enoxv 1 coat, 80 to 100 SFPG 1. Notes: a. Holiday test all interior coated surfaces in accordance with NACE RP-01-88. Repair defects in accordance with paint manufacturer's written directions. b. Extend Amine-Cured Epoxy over pipe penetrations and fasteners to provide a monolithic finish. SEA/323194.WU.FD.02 09900 17 JUNE 9, 2005 PAINTING AND PROTECTIVE COATINGS CITY OF PORT ANGELES WEST UGA UTILITIES EXTENSION 323194C H. System No. 27 Aluminum and Dissimilar Metal Insulation: Surface Prep. Paint Material I Min. Coats. Cover Solvent Clean (SPI) Prime in accordance with manufacturer's recommendations Bituminous Paint 11 coat, 10 MDFT I. System No. 29A Fusion Bonded, Steel Dowel Coating: Surface Preu. Paint Material Min. Coats. Cover SPlO, Near-White Fusion Bonded 1 or 2 coats, 7 MDFT Blast Cleaning Coating 100% Solids Epoxy TFE Lube, Shop TFE Lube or Grease 1 coat, as required Applied; Grease Lube Lube Alternative, Field Applied Just Prior to Installation 3.08 COLORS A. Provide as shown in Section 09000, Finish Schedules, for architectural finishes, and as shown for equipment and appurtenances and designated herein or as selected by City. B. Proprietary identification of colors is for identification only. Selected manufacturer may supply matches. C. Equipment Colors: 1. Equipment includes the machinery or vessel itself plus the structural supports and fasteners and attached electrical conduits. 2. Paint equipment and piping one color as selected. 3. Paint nonsubmerged portions of equipment the same color as the piping it serves, except as itemized below: a. Dangerous Parts of Equipment and Machinery: OSHA Orange. b. Fire Protection Equipment and Apparatus: OSHA Red. c. Radiation Hazards: OSHA Purple. d. Physical hazards in normal operating area and energy lockout devices, including, but not limited to, electrical disconnects for SEA/323 1 94.WU.FD.02 09900 18 JUNE 9, 2005 PAINTING AND PROTECTIVE COATINGS CITY OF PORT ANGELES WEST UGA UTILITIES EXTENSION 323194C -,; . equipment and equipment isolation valves in air and liquid lines under pressure: OSHA Yellow. D. Pipe Identification Painting: 1. Color code nonsubmerged metal piping, except electrical conduit. Paint fittings and valves the same color as pipe, except equipment isolation valves. 2. On exposed stainless steel piping, apply color 24 inches in length along pipe axis at connections to equipment, valves, or branch fittings, at wall boundaries, and at intervals along piping not greater than 9 feet on center. 3. Pipe Supports: Painted light gray, as approved by City. 3.09 FIELD QUALITY CONTROL A. Testing Equipment: 1. Provide magnetic type dry film thickness gauge to test coating thickness specified in mils, as manufactured by Nordson Corp., Anaheim, CA, Mikrotest. 2. Provide low-voltage wet sponge electrical holiday detector to test completed coating systems, 20 mils dry film thickness or less, except zinc primer, high-build elastomeric coatings, and galvanizing, for pinholes, holidays, and discontinuities, as manufactured by Tinker and Rasor, San Gabriel, CA, Model M-l. 3. Provide high-voltage spark tester to test completed coating systems in excess of 20 mils dry film thickness. Unit to be as recommended by coating manufacturer. B. Testing: 1. Thickness and Continuity Testing: a. Measure coating thickness specified in mils with a magnetic type, dry film thickness gauge, in accordance with SSPC P A 2. Check each coat for correct millage. Do not make measurement before a minimum of 8 hours after application of coating. b. Holiday detect coatings 20 mils thick or less, except zinc primer and galvanizing, with low voltage wet sponge electrical holiday detector in accordance with NACE RP0188. c. Holiday detect coatings in excess of 20 mils dry with high voltage spark tester as recommended by coating manufacturer and in accordance with NACE RP0188. SEN323194.WU.FD.02 09900 19 JUNE 9, 2005 PAINTING AND PROTECTIVE COATINGS CITY OF PORT ANGELES WEST UGA UTILITIES EXTENSION 323I94C ." d. ,After repaired and recoated areas have dried sufficiently, retest each repaired area. Final tests may also be conducted by Engineer. C. Inspection: Leave staging and lighting in place until Engineer has inspected surface or coating. Replace staging removed prior to approval by Engineer. Provide additional staging and lighting as requested by Engineer. D. Unsatisfactory Application: 1. If item has an improper finish color or insufficient film thickness, clean surface and topcoat with specified paint material to obtain specified color and coverage. Obtain specific surface preparation information from coating manufacturer. 2. Evidence of runs, bridges, shiners, laps, or other imperfections is cause for rejection. 3. Repair defects in accordance with written recommendations of coating manufacturer. E. Damaged Coatings, Pinholes, and Holidays: 1. Feather edges and repair in accordance with recommendations of paint manufacturer. 2. Hand or power sand visible areas of chipped, peeled, or abraded paint, and feather the edges. Follow with primer and fInish coat. Depending on extent of repair and appearance, a finish sanding and topcoat may be required. 3. Apply finish coats, including touchup and damage-repair coats in a manner that will present a uniform texture and color-matched appearance. 3.10 MANUFACTURER'S SERVICES A. In accordance with Part III, Section 1-15.18, Manufacturers' Services, eoating manufacturer's representative shall be present at Site as follows: 1. On first day of application of any coating system. 2. A minimum of two additional Site inspection visits, each for a minimum of 4 hours, in order to provide Manufacturer's Certificate of Proper Installation. 3. As required to resolve field problems attributable to or associated with manufacturer's product. 4. To verify full cure of coating prior to coated surfaces being placed into . . . ImmerSIOn servIce. SEA/323194.WU.FD.02 09900 20 JUNE 9, 2005 PAINTING AND PROTECTIVE COATINGS CITY OF PORT ANGELES WEST UGA UTILITIES EXTENSION 323194C '" . 3.11 CLEANUP A. Place cloths and waste that might constitute a fire hazard in closed metal containers or destroy at end of each day. B. Upon completion of the Work, remove staging, scaffolding, and containers from Site or destroy in a legal manner. C. Remove paint spots, oil, or stains upon adjacent surfaces and floors and leave entire job clean. 3.12 APPLICATION SCHEDULE A. As shown in Section 09000, Finish Schedules. B. Surfaces Not Requiring Painting: Unless otherwise stated or shown below or in other sections, the following areas or items will not require painting or coating: 1. Concrete surfaces. 2. Reinforcing steel. 3. Nonferrous and corrosion-resistant ferrous alloys such as copper, bronze, Monel, aluminum, chromium plate, atmospherically exposed weathering steel, and stainless steel, except where: a. Required for electrical insulation between dissimilar metals. b. Aluminum and stainless steel are embedded in concrete or masonry, or aluminum is in contact with concrete or masonry. c. Color coding of equipment and piping is required. 4. Nonmetallic materials such as glass, wood, and porcelain, except as required for architectural painting or color coding. 5. Pre finished electrical and architectural items such as motor control centers, switchboards, switchgear, panelboards, transformers, disconnect switches (ifprefinished in OSHA yellow), acoustical tile, cabinets, elevators, building louvers, and wall panels; color coding of equipment is required. 6. Nonsubmerged electrical conduits attached to unpainted concrete surfaces. 7. Cathodic protection anodes. 8. Items specified to be galvanized after fabrication, unless specified elsewhere or subject to immersion. 9. Insulated piping and insulated piping with jacket will require prime coat only, except as required for architectural painting or color coding. 10. Fiberglass reinforced plastic (FRP) surfaces with an integral ultra-violet resistant colored gel coat do not require painting, provided the color is as selected. SEA/323194. WU.FD.02 09900 21 JUNE 9, 2005 PAINTING AND PROTECTIVE COATINGS CITY OF PORT ANGELES WEST UGA UTILITIES EXTENSION 323194C e. Unless otherwise shown or specified, paint surfaces in accordance with the following application schedule. In the event of discrepancies or omissions in the following, request clarification from Engineer before starting work in question. D. System No.1 Submerged Metal-Potable Water: Use on the following items or areas: 1. Metal surfaces exposed to potable water, and the following specific surfaces: a. Interior surfaces of potable water pumps. b. Interior of surge tanks. E. System No.2 Submerged Metal-Domestic Sewage: Use on the following items or areas: 1. Metal surfaces inside wastewater wet well, concrete embedded surfaces of metallic items, such as wall pipes, pipes, pipe sleeves, access manholes, gate guides and thimbles, and structural steel, and the following specific surfaces: a. Submersible pumps. F. System No.5 Exposed Metal-Mildly Corrosive: Use on the following items or areas: 1. Exposed metal surfaces of mechanical equipment, including pipe, valves, pumps, fittings, and miscellaneous appurtenances, located inside or outside of structures and exposed to weather. G. System No.6 Exposed Metal-Atmospheric: Use on the following items or areas: 1. Exposed metal surfaces, of architectural items located inside or outside of structures or exposed to weather, including metal doors and frames, vents, louvers, exterior metal ductwork, flashing, sheet metalwork and miscellaneous architectural metal trim. 2. Apply surface preparation and primer to surfaces prior to installation. Finish coats need only be applied to surfaces exposed after completion of construction. H. System No.8 Buried Metal-General: Use on the following items or ar-eas: 1. Buried, belowgrade portions of steel items, except buried stainless steel or ductile iron. SEA/323194.WU .FD .02 09900 22 JUNE 9, 200S PAINTING AND PROTECTIVE COATINGS CITY OF PORT ANGELES WEST UGA UTILITIES EXTENSION 323194C 'J . I. System No. 10 Galvanized Metal, Copper, and Nonferrous Metal Alloy Conditioning: Use on the following items or areas: 1. Galvanized surfaces requiring painting. 2. After application of System No. 10, apply finish coats as required for exposure. 1. System No. 18 Special Sealer-Concrete: Use on the following items or areas: 1. All exterior surfaces of concrete wet well. , , K. System No. 19 Concrete Tank Lining-Domestic Sewage: Use on the following items or areas: 1. All interior concrete surfaces of wet well L. System No. 27 Aluminum and Dissimilar Metal Insulation: Use on aluminum surfaces embedded or in contact with concrete. 3.13 SUPPLEMENTS A. The supplement listed below, following "End of Section," is a part of this Specification: 1. Paint System Data Sheet (PSDS) END OF SECTION SEA/323194.WU.FD.02 09900 23 JUNE 9, 2005 PAINTING AND PROTECTIVE COATINGS CITY OF PORT ANGELES WEST UGA UTILITIES EXTENSION 323194C .- .j PAINT SYSTEM DATA SHEET Complete and attach manufacturer's Technical Data Sheet to this PSDS for each coating system. Paint System Number (from Spec.): Paint System Title (from Spec.): Coating Supplier: Representative: Surface Preparation: Product Name/Number Paint Material (Generic) (proprietary) Min. Coats. Coveraee Provide manufacturer's recommendations for the following parameters at temperature (F)/relative humidity: TemperaturefRiI 50/50 70/30 90/25 Induction Time Pot Life Shelf Life Drving Time Curing Time Min. Recoat Time Max. Recoat Time SEA/323194.WU.FD.02 09900 SUPPLEMENT 1 JUNE 9, 200S PAINTING AND PROTECTIVE COATINGS CITY OF PORT ANGELES WEST UGA UTILITIES EXTENSION 323194C -. Provide manufacturer's recommendations for the following: Mixing Ratio: Maximum Permissible Thinning: Ambient Temperature Limitations: nun.: max.: Surface Temperature Limitations: nun.: max.: Surface Profile Requirements: nun.: max.: Attach additional sheets detailing manufacturer's recommended storage requirements and holiday testing procedures. SEA/323 I 94.WU.FD.02 09900 SUPPLEMENT 2 JUNE 9, 2005 PAINTING AND PROTECTNE COATINGS CITY OF PORT ANGELES WEST UGA UTILITIES EXTENSION 323194C .- SECTION 16050 BASIC ELECTRICAL MATERIALS AND METHODS PART 1 GENERAL 1.01 REFERENCES A. The following is a list of standards which may be referenced in this section: I. ASTM International (ASTM): a. A167, Standard Specification for Stainless and Heat-Resisting Chromium-Nickel Steel Plate, Sheet, and Strip. b. A1011/AlOIIM, Standard Specification for Steel, Sheet, and Strip, Hot-Rolled, Carbon, Structural, High-Strength Low Alloy and High-Strength Low Alloy Formability. c. E814, Method of Fire Tests of Through-Penetration Fire Stops. 2. Canadian Standards Association (CSA). 3. Institute of Electrical and Electronics Engineers, Inc. (IEEE): 18, Standard for Shunt Power Capacitors. 4. Instrumentation, Systems, and Automation Society (ISA): RPI2.06.01, Wiring Practices for Hazardous (Classified) Locations Instrumentation- Part I: Intrinsic Safety. 5. National Electrical Manufacturers Association (NEMA): a. 250, Enclosures for Electrical Equipment (1,000 Volts Maximum). b. AB 1, Molded Case Circuit Breakers, Molded Case Switches, and Circuit-Breaker Enclosures. c. C 12.1 Code for Electricity Metering d. C12.6 Phase-Shifting Devices Used in Metering, Marking and Arrangement of, Terminals for e. CP 1, Shunt Capacitors. f. ICS 2, Industrial Control and Systems: Controllers, Contactors, and Overload Relays Rated 600 Volts. g. ICS 5, Industrial Control and Systems: Control Circuit and Pilot Devices. h. KS 1, Enclosed and Miscellaneous Distribution Switches (600 Volts Maximum). 6. National Fire Protection Association (NFP A): 70, National Electrical Code (NEC). 7. Underwriters Laboratories Inc. (UL): a. 98, Standard for Enclosed and Dead-Front Switches. b. 248, Standard for Low Voltage Fuses. SEA/323 I 94.WU.FD.02 16050 I JUNE 9, 2005 BASIC ELECTRICAL MATERIALS AND METHODS CITY OF PORT ANGELES WEST UGA UTILITIES EXTENSION 323194C '. c. 486E, Standard for Equipment Wiring Terminals for use with Aluminum and/or Copper Conductors. d. 489, Standard for Molded-Case Circuit Breakers, Molded-Case Switches, and Circuit Breaker Enclosures. e. 508, Standard for Industrial Control Equipment. f. 810, Standard for Capacitors. g. 943, Standard for Ground-Fault Circuit-Interrupters. h. 1059, Standard for Terminal Blocks. 1. 1479, Fire Tests of Through-Penetration Fire Stops. 1.02 SUBMITTALS A. Action Submittals: 1. Provide manufacturers' data for the following: a. Control devices. b. Control relays. c. Circuit breakers. d. Fused switches. e. Nonfused switches. f. Timers. g. Fuses. h. Magnetic contactors. 1. Enclosures: Include enclosure data for products having enclosures. J. Support and framing channel. 1.03 EXTRA MATERIALS A. Furnish, tag, and box for shipment and storage the following spare parts and special tools: 1. Fuses, 0 to 600 Volts: Six of each type and each current rating installed. PART 2 PRODUCTS 2.01 MOLDED CASE CIRCUIT BREAKER THERMAL MAGNETIC, LOW VOLTAGE A. General: 1. Type: Molded case. 2. Trip Ratings: 15-800 amps. 3. Voltage Ratings: 120,240,277,480, and 600V ac. SEA/323194. WU.FD.02 16050 2 JUNE 9, 2005 BASIC ELECTRICAL MATERIALS AND METHODS CITY OF PORT ANGELES WEST UGA UTILITIES EXTENSiON 323194C .- " 4. 5. Suitable for mounting and operating in any position. NEMA AB 1 and UL 489. B. Operating Mechanism: 1. Overcenter, trip-free, toggle type handle. 2. Quick-make, quick-break action. 3. Locking provisions for padlocking breaker in open position. 4. ON/OFF and TRIPPED indicating positions of operating handle. 5. Operating handle to assume a center position when tripped. C. Trip Mechanism: 1. Individual permanent thermal and magnetic trip elements in each pole. 2. Variable magnetic trip elements with a single continuous adjustment 3X to lOX for frames greater than 100 amps. 3. Two and three pole, common trip. 4. Automatically opens all poles when overcurrent occurs on one pole. 5. Test button on cover. 6. Calibrated for 40 degrees C ambient, unless shown otherwise. 7. Do not provide single-pole circuit breakers with handle ties where multi-pole circuit breakers are shown. D. Short Circuit Interrupting Ratings: 1. Equal to, or greater than, available fault current or interrupting rating shown. E. Equipment Ground Fault Interrupter (EGFI): Where indicated, equip breaker specified above with ground fault sensor and rated to trip on 30-mA ground fault (UL-listed for equipment ground fault protection). F. Accessories: Shunt trip, auxiliary switches, handle lock ON devices, mechanical interlocks, key interlocks, unit mounting bases, double lugs as shown or otherwise required. Shunt trip operators shall be continuous duty rated or have coil-clearing contacts. G. Connections: 1. Supply (line side) at either end. 2. Mechanical wire lugs, except crimp compression lugs where shown. 3. Lugs removable/replaceable for breaker frames greater than 100 amperes. 4. Suitable for 75 degrees C rated conductors without derating breaker or conductor ampacity. SEA/323194.WU.FD.02 16050 3 JUNE 9, 2005 BASIC ELECTRICAL MATERIALS AND METHODS CITY OF PORT ANGELES WEST UGA UTILITIES EXTENSION 323194C 5. Use bolted bus connections, except where bolt-on is not compatible with existing breaker provisions. H. Enclosures for Independent Mounting: 1. See Article Enclosures. 2. Service Entrance Use: Breakers in required enclosure and required accessories shall be UL 489 listed. 3. Interlock: Enclosure and switch shall interlock to prevent opening cover with switch in the ON position. Provide bypass feature for use by qualified personnel. ' 2.02 FUSED SWITCH, INDIVIDUAL, LOW VOLTAGE A. UL 98 listed for use and location of installation. B. NEMAKS 1. C. Short Circuit Rating: 200,000 amps RMS symmetrical with Class R, Class J, or Class L fuses installed. D. Quick-make, quick-break, motor rated, load-break, heavy-duty (HD) type with external markings clearly indicating ON/OFF positions. E. Connections: 1. Mechanical lugs, except crimp compression lugs where shown. 2. Lugs removable/replaceable. 3. Suitable for 75 degrees C rated conductors at NEC 75 degrees C ampacity. F. Fuse Provisions: 1. 30-amp to 600-amp rated shall incorporate rejection feature to reject all fuses except Class R. 2. 601-amp rated and greater shall accept Class L fuses, unless otherwise shown. G. Enclosures: See Article Enclosures. H. Interlock: Enclosure and switch to prevent opening cover with switch in ON position. Provide bypass feature for use by qualified personnel. 2.03 NONFUSED SWITCH, INDIVIDUAL, LOW VOLTAGE A. NEMAKS 1. SEA/323194.WU.FD.02 16050 4 JUNE 9, 2005 BASIC ELECTRICAL MATERIALS AND METHODS CITY OF PORT ANGELES WEST UGA UTILITIES EXTENSION 323194C ,,- B~ Quick-make, quick-break, motor rated, load-break, heavy-duty (HD) type with external markings clearly indicating ON/OFF positions. C. Lugs: Suitable for use with 75 degrees C wire at NEC 75 degrees C ampacity. D. Enclosures: See Article Enclosures. E. Interlock: Enclosure and switch to prevent opening cover with switch in ON position. Provide bypass feature for use by qualified personnel. 2.04 FUSE, 250-VOLT AND 600-VOLT A. Power Distribution, General: 1. Current-limiting, with 200,000 ampere rms interrupting rating. 2. Provide to fit mountings specified with switches. 3. UL 248. B. Power Distribution, Ampere Ratings 1 Amp to 600 Amps: 1. Class: RK-1. 2. Type: Dual element, with time delay. 3. Manufacturers and Products: a. Bussmann; Types LPS-RK (600 volts) and LPN-RK (250 volts). b. Littelfuse; Types LLS-RK (600 volts) and LLN-RK (250 volts). C. Power Distribution, Ampere Ratings 601 Amps to 6,000 Amps: 1. Class: L. 2. Double O-rings and silver links. 3. Manufacturers and Products: a. Bussmann; Type KRP-C. b. Littelfuse, Inc.; Type KLPC. D. Cable Limiters: 1. 600V or less; crimp to copper cable, bolt to bus or terminal pad. 2. Manufacturer and Product: Bussmann; K Series. E. Ferrule: 1. 600V or less, rated for applied voltage, small dimension. 2. Ampere Ratings: 1/10 amp to 30 amps. 3. Dual-element time-delay, time-delay, or nontime-delay as required. 4. Provide with blocks or holders as indicated and suitable for location and use. SEA/323194.WU.FD.02 16050 5 JUNE 9, 200S BASIC ELECTRICAL MATERIALS AND METHODS CITY OF PORT ANGELES WEST UGA UTILITIES EXTENSION 323194C -. 5. Manufacturers: a. Bussmann. b. Littlefuse, Inc. . 2.05 PUSHBUTTON, INDICATING LIGHT, AND SELECTOR SWITCH A. Contact Rating: 7,200V A make, 720V A break, at 600V, NEMA ICS 5 Designation A600. B. Selector Switch Operating Lever: Standard. C. Indicating Light: Push-to-test. D. Pushbutton Color: 1. ON or START: Black. 2. OFF or STOP: Red. E. Pushbutton and selector switch lockable in OFF position where indicated. F. Legend Plate: 1. Material: Aluminum. 2. Engraving: Enamel filled in high contrasting color. 3. Text Arrangement: II-character/spaces on one line, I4-character/spaces on each of two lines, as required, indicating specific function. 4. Letter Height: 7/64-inch. G. Manufacturers and Products: 1. Heavy-Duty, Oil-Tight Type: a. General Electric Co.; Type CR 104P. b. Square D Co.; Type T. c. Eaton/Cutler-Hammer; Type 10250T. 2. Heavy-Duty, Watertight, and Corrosion-Resistant Type: a. Square D Co.; Type SK. b. General Electric Co.; Type CR I04P. c. Eaton/Cutler-Hammer; Type E34. d. Crouse-Hinds; Type NCS. 2.06 TERMINAL BLOCK, 600 VOLTS A. UL 486E and UL 1059. B. Size components to allow insertion of necessary wire sizes. SEA/323 1 94.WU.FD.02 16050 6 JUNE 9, 2005 BASIC ELECTRICAL MATERIALS AND METHODS CITY OF PORT ANGELES WEST UGA UTILITIES EXTENSION 323194C .- C. Capable of termination of control circuits entering or leav,ingequipment, panels, or boxes. D. Screw clamp compression, dead front barrier type, with current bar providing direct contact with wire between compression screw and yoke. E. Yoke, current bar, and clamping screw of high strength and high conductivity metal. F. Yoke shall guide all strands of wire into terminal. G. Current bar shall ensure vibration-proof connection. H. Terminals: I. Capable of wire connections without special preparation other than stripping. 2. Capable of jumper installation with no loss of terminal or rail space. 3. Individual, rail mounted. 1. Marking system, allowing use of preprinted or field-marked tags. J. Manufacturers: I. Weidmuller, Inc. 2. Ideal. 3. Electrovert USA Corp. 2.07 MAGNETIC CONTROL RELAY A. Industrial control with field convertible contacts rated 10 amps continuous, 7 ,200V A make, 720V A break. B. NEMA ICS 2, Designation: A600 (600 volts). C. Time Delay Relay Attachment: I. Pneumatic type, timer adjustable as shown. 2. Field convertible from ON delay to OFF delay and vice versa. D. Latching Attachment: Mechanical latch, having unlatching coil and coil clearing contacts. SEA/323194.WU.FD.02 16050 7 JUNE 9, 2005 BASIC ELECTRICAL MATERIALS A1~ METHODS , CITY OF PORT ANGELES WEST UGA UTILITIES EXTENSION 323194C o. E. Manufacturers and Products: 1. Eaton/Cutler-Hammer; Type M-600. 2. General Electric Co.; Type CR120B. 2.08 TIME DELA Y RELAY A. Industrial relay with contacts rated 5 amps continuous, 3,600V A make, 360V A break. B. NEMA ICS 2 Designation: Bl50 (l5~ volts). C. Solid-state electronic, field convertible ON/OFF delay. D. One normally open and one normally closed contact (minimum). E. Repeat accuracy plus or minus 2 percent. F. Timer adjustment from 1 second to 60 seconds, unless otherwise indicated on Drawings. G. Manufacturers and Products: 1. Square D Co.; Type F. 2. Eaton/Cutler-Hammer. 3. General Electric Co. 2.09 RESET TIMER A. Drive: Synchronous motor, solenoid-operated clutch. B. Mounting: Semiflush panel. C. Contacts: 10 amps, 120 volts. D. Manufacturers and Products: 1. Eagle Signal Controls; Bulletin 125. 2. Automatic Timing and Controls; Bulletin 305. 2.10 ELAPSED TIME METER A. Drive: Synchronous motor. B. Range: 0 hour to 99,999.9 hours, nonreset type. SEA/323 I 94.WU.FD.02 16050 8 JUNE 9, 2005 BASIC ELECTRICAL MATERIALS AND METHODS CITY OF PORT ANGELES WEST UGA UTILITIES EXTENSION 323194C .' 0. Mounting: Semiflush panel. D. Manufacturers and Products: 1. General Electric Co.; Type 240, 2-1I2-inch Big Look. 2. Eagle Signal Controls; Bulletin 705. 2.11 MAGNETIC CONTACTOR A. UL listed. B. Electrically operated, electrically held. C. Main Contacts: 1. Power driven in one direction with mechanical spring dropout. 2. Silver alloy with wiping action and arc quenchers. 3. Continuous-duty, rated 30 ampere or as shown. 4. Poles: As shown. D. Control: As shown. E. Auxiliary Contacts: One normally open and one normally closed, quantity as shown, rated 7200V A make, 720V A break, at 600V, A600 per NEMA ICS S. F. Enclosures: See Article Enclosures. G. Manufacturers and Products: 1. Eaton/Cutler-Hammer; Class A201. 2. General Electric Co.; CR 353. 3. Square D Co.; Class 8910. 2.12 PHASE MONITOR RELAY A. Features: 1. Voltage and phase monitor relay shall drop out on low voltage, voltage unbalance, loss of phase, or phase reversal. 2. Contacts: Single-pole, double-throw, 10 amperes, 120/240V ac. Where additional contacts are shown or required, provide magnetic control relays. 3. Adjustable trip and time delay settings. 4. Transient Protection: 1,000V ac. 5. Mounting: Multipin plug-in socket base. SEA/323194.WU.FD.02 16050 9 JUNE 9, 200S BASIC ELECTRICAL MATERIALS AND METHODS CITY OF PORT ANGELES WEST UGA UTILITIES EXTENSION 323194C -. B. Manufacturer and Product: Automatic Timing and Controls; SLD Series. 2.13 SUPPORT AND FRAMING CHANNELS A. Carbon Steel Framing Channel: 1. Material: Rolled, mild strip steel, 12-gauge minimum, ASTM A1011/A1011M, Grade 33. 2. Finish: Hot-dip galvanized after fabrication. B. Paint Coated Framing Channel: Carbon steel framing channel with e1ectro- deposited rust inhibiting acrylic or epoxy paint. C. PVC Coated Framing Channel: Carbon steel framing channel with 40-mil polyvinyl chloride coating. D. Stainless Steel Framing Channel: Rolled, ASTM A167, Type 316 stainless steel, 12-gauge minimum. E. Extruded Aluminum Framing Channel: 1. Material: Extruded from Type 6063- T6 aluminum alloy. 2. Fittings fabricated from Alloy 5052-H32. F. Nonmetallic Framing Channel: 1. Material: Fire retardant, fiber reinforced vinyl ester resin. 2. Channel fitting of same material as channel. 3. Nuts and bolts of long glass fiber reinforced polyurethane. G. Manufacturers: 1. B-Line Systems, Inc. 2. Unistrut Corp. 3. Aickinstrut. 2.14 ENCLOSURES A.. Finish: Sheet metal structural and enclosure parts shall be completely painted using an electrodeposition process so interior and exterior surfaces as well as bolted structural joints have a complete finish coat on and between them. B. Color: Manufacturer's standard color (gray) baked-on enamel, unless otherwise shown. SEA/323194.WU.FD.02 16050 10 JUNE 9, 2005 BASIC ELECTRICAL MATERIALS AND METHODS CITY OF PORT ANGELES WEST UGA UTILITIES EXTENSION 323194C .- 0. Barriers: Provide metal barriers within enclosures to separate wiring of different systems and voltage. D. Enclosure Selections: Per Supplement 1 to Section 16010, Basic Electrical Requirements. PART 3 EXECUTION (NOT USED) END OF SECTION SEN323194.WU.FD.02 16050 11 JUNE 9, 2005 BASIC ELECTRICAL MATERIALS AND METHODS CITY OF PORT ANGELES WEST UGA UTILITIES EXTENSION 323194C -. SECTION 16288 TRANSIENT VOLTAGE SURGE SUPPRESSORS (TVSS) PART 1 GENERAL 1.01 SUBMITTALS A. Submit product data on each suppressor type, indicating component values, part numbers, and conductor sizes. Include dimensional drawing for each, showing mounting arrangements. B. Submit manufacturer's UL certified test data and nameplate data for each TVSS. C. Submit electrical single-line diagram showing location of each TVSS. 1.02 QUALITY ASSURANCE A. UL Compliance and Labeling: 1. For power and signal circuits, TVSS devices shall comply with UL 1449 and complimentary listed to UL 1283 as an electromagnetic interference filter. Provide units that are listed and labeled by UL. 2. For telephone circuit protection, TVSS devices shall comply with UL 497 A. B. ANSI Compliance: Use TVSS devices in compliance with the recommendations of IEEE C62.41.1, IEEE C62.41.2, and IEEE C62.45. PART 2 PRODUCTS 2.01 GENERAL A. All TVSS devices for power circuits, provided under this section, shall be the product of a single manufacturer. B. TVSS devices shall be capable of performance at ambient temperatures between minus 40 degrees C and 60 degrees C, at relative humidity ranging from 0 percent to 95 percent, and at altitudes ranging from sea level to 12,000 feet. C. TVSS devices shall be fused to disconnect the suppressor from the electrical source should the suppressor fail. The fusing shall allow full surge handling capabilities and to afford safety protection from thermal overloads and short circuits. SEN323194.WU.FD.02 16288 1 JUNE 9, 2005 TRANSIENT VOLTAGE SURGE SUPPRESSORS (TVSS) . CITY OF PORT ANGELES WEST UGA UTILITIES EXTENSION 323194C .- D, Design TVSS devices for the specific type and voltage of the electrical service. Single-phase and three-phase wye-configured systems shall have L-N, L-G, and N-G protection. Grounded delta-configured systems shall have L-L and L-G protection. E. Power Filter: The TVSS shall include a high frequency extended range power filter complimentary listed to UL 1283 as an electromagnetic interference filter. 2.02 MANUFACTURER A. Innovative Technology, VanGuard Series. B. Advanced Protection Technologies, Inc. C. General Electric. D. Manufacturer's preference when integral to a panelboard or MCC. 2.03 MAIN DISTRIBUTION TVSS A. Provide TVSS meeting IEEE C62.41.1 and IEEE C62.41.2 Location in accordance with Category C. B. Surge current capacity shall be not less than the following: 1. L-N Capacity: 200 kA. 2: L-G Capacity: 120 kA. 3. N-G Capacity: 120 kA. C. Suppressor housing shall be in an enclosure that has the same NEMA rating as the equipment it protects and painted to match. D. UL 1449 maximum suppression voltage shall not be more than: L-L or L-N System V olta2e Phase SUDDression V oltae:e 120 1 400 208Y/120 3 400 240 3 800 480Y 1277 3 800 SEN323194.WU.FD.02 16288 2 JUNE 9, 200S TRANSIENT VOLTAGE SURGE ~UPPRESSORS (TVSS) CITY OF PORT ANGELES WEST UGA UTILITIES EXTENSION 323194C ~ -. 2.04 PANELBOARD TVSS A. Provide TVSS meeting IEEE C62Al.l and IEEE C62.41.2 Location Category B:' , , B. Surge current capacity shall be not less than the following: 1. L- L Capacity: 80 kA. 2~ L-N Capacity: 80 kA. 3. L-G Capacity: 80 kA. 4. N-G Capacity: 80 kA. C. Suppressor shall be in an enclosure that has the same NEMA rating as the panel it protects or the TVSS may be integral to a panelboard. D. UL 1449 maximum clamp voltage shall not be more than: L-L or L-N Clamp System V olta2e Phase V oltaee 120 1 400 208YIl20 3 400 240 3 800 480Y1277 3 800 2.05 ANNUNCIATION A. Provide unit or separately mounted LED-type indication lights to show the normal and failed status of each module. Provide one normally open and one normally closed contacts which operate when the unit fails. 2.06 SURGE COUNTER A. Provide each TVSS rated above 100 kA with a counter displaying the number of voltage transients that have occurred on the unit input. The counter shall be battery backed and retain the count through system power outages. 2.07 PAIRED CABLE DATA LINE INTERIOR SUPPRESSORS A. Provide units meeting IEEE C62Al, Location Category A. B. Use bi-polar 1,500-watt silicon avalanche diodes between the protected conductor and earth ground. SEA/323194.WU.FD.02 16288 3 JUNE 9, 2005 TRANSIENT VOLTAGE SURGE SUPPRESSORS (TVSS) . CITY OF PORT ANGELES WEST UGA UTILITIES EXTENSION 323194C .- C. Provide units with a maximum single impulse current rating of 80 amperes (10 by 1,000 microsecond-waveform). D. Breakdown voltage shall not exceed 36 volts. 2.08 PAIRED CABLE DATA LINE EXTERIOR SUPPRESSORS A. Provide units meeting IEEE C62.41, L~cation Category A. B. Suppressors shall be a hybrid design with a minimum of three stages, utilizing solid-state components and operating bi-dir-ectionally. C. Suppressors shall meet or exceed the following criteria: 1. Maximum single impulse current rating of 10,000 amperes (8 by 20 microsecond-waveform). 2. Pulse Life Rating: 3,000 amperes (8 by 20 microsecond-waveform): 2,000 occurrences. 3. Maximum clamping voltage at 10,000 amperes (8 by 20 microsecond current waveform), shall not exceed the peak of the normal applied signal voltage by 200 percent. PART 3 EXECUTION 3.01 APPLICATION REQUIREMENTS A. Install TVSS when indicated on the Drawings and: 1. Main Distribution TVSS in or near each low-voltage switchgear (load center). 2. Main Distribution TVSS in or near each motor control center. 3. Panelboard TVSS In or near each distribution panelboard unless otherwise indicated. B. Electronic Equipment Paired Cable Conductors: Install data line suppressors at the low voltage input and output of each piece of equipment, including telephone cable entrance. 1. Use secondary protectors on lines that do not exit the structure. 2. Use primary protectors on lines that exit and enter the structure. 3.02 GENERAL INSTALLATION REQUIREMENTS A. Install suppressors according to manufacturer's recommendations. SEA/323194.WU.FD.02 16288 4 JUNE 9, 200S TRANSIENT VOLTAGE SURGE SUPPRESSORS (TVSS) . CITY OF PORT ANGELES WEST UGA UTILITIES EXTENSION 323194C . -. B. Install suppressors directly to the cabinet which houses the circuit to be protected so that the suppressor leads are straight and short, with all conductors laced, running directly to the point of connection within the panel, without loops or bends. If bends are unavoidable, no bend may exceed' 90 degrees and bending radius may not be less than 6 inches. C. Connecting wires shall be as short as possible with gently twisted conductors, tied together, to prevent separation. Connecting wires shall not exceed 24 inches in length at any point. D. Field installed conductors shall be the ,same as specified for building wire, not smaller than No.8 A WG and not larger than No.4 A WG. Device leads shall not be longer than the length recommended by the manufacturer, unless specifically reviewed and approved by the manufacturer. E. Provide dedicated disconnecting means for TVSS devices installed at main service entrance location, switchgear, and motor control centers. Provide dedicated 30-60-ampere circuit breakers (size dependent upon wire size used) with number of poles as required, as disconnecting means for TVSS devices installed at panelboards. The interrupting capacity of the circuit breakers shall be that specified for the other breakers at that location. END OF SECTION SEA/323194.WU.FD.02 16288 5 JUNE 9, 2005 TRANSIENT VOLTAGE SURGE SUPPRESSORS (TVSS) . - . CITY OF PORT ANGELES WEST UGA UTILITIES EXTENSION 323194C J- SECTION 16442 PANELBOARDS ,PART 1 GENERAL 1.01 REFERENCES A. The following is a list of standards which may be referenced in this Section: 1. Institute of Electrical and Electronics Engineers (IEEE): a. C62.1, Surge Arresters for Alternating Current Power Circuits. b. C62.l1, Standards for Metal-Oxide Surge Arrestors for AC Power Circuits. 2. National Electrical Contractor's Association (NECA): 407, Recommended Practice for Installing and Maintaining Panelboards. 3. National Electrical Manufacturers Association (NEMA): a. 250, Enclosures for Electrical Equipment (1 000 Volts Maximuin). b. 289, Application Guide for Ground Fault Circuit Interrupters. c. AB 1, Molded-Case Circuit Breakers, Molded-Case Switches, and Circuit-Breaker Enclosures. d. KS 1, Enclosed Switches e. LA 1, Surge Arrestors. f. PB 1, Panelboards. g. PB 1.1, General Instructions for Proper Installation, Operation and Maintenance of Panelboards Rated 600 Volts or Less. 4. National Fire Protection Association (NFP A): 70, National Electrical Code (NEC). 5. Underwriters Laboratories Inc. (UL): a. 67, Standard for Panelboards. b. 98, Standard for Enclosed and Dead-Front Switches. c. 486E, Standard for Equipment Wiring Terminals for use with Aluminum and/or Copper Conductors. d. 489, Standard for Molded-Case Circuit Breakers, Molded-Case Switches, and Circuit Breaker Enclosures. e. 508, Standard for Industrial Control Equipment. f. 870, Wireways, Auxiliary Gutters and Associated Fittings. g. 943, Standard for Ground-Fault Circuit-Interrupters. 1.02 SUBMIrr ALS A. Action Submittals: 1. Manufacturer's data sheets for each type of panel board, protective device, accessory item, and component. SEA/323194.WU.FD.02 16442 I JUNE 9,,2005 PANELBOARDS CITY OF PORT ANGELES WEST UGA UTILITIES EXTENSION 323194C " .... 2. Manufacturer's shop drawings including dimensioned plan, section, and elevation for each panelboard type, enclosure, and general arrangement. 3. Tabulation of features for each panelboard to include the following: a. Protective devices with factory settings. b. Provisions for future protective devices. c. Space for future protective devices. d. Voltage, frequency, and phase ratings. e. Enclosure type. ' f. Bus and terminal bar configurations and current ratings. g. Provisions for circuit terminations with wire range. h. Short circuit current rating of assembled panelboard at system voltage. 1. Features, characteristics, ratings, and factory settings of auxiliary components. B. Informational Submittals: Manufacturer's recommended installation instructions. 1.03 QUALITY ASSURANCE A. Listing and Labeling: Provide products specified in this Section that are listed and labeled as defined in NEC Article 100. PART 2 PRODUCTS 2.01 MANUFACTURERS A. Materials, equipment, and accessories specified in this section shall be products of: 1. Eaton/Cutler-Hammer. 2. General Electric Co. 3. Square D Co. B. Panelboards shall be of the same manufacturer as equipment furnished under Section 16440, Low Voltage Motor Control. 2.02 GENERAL A. Provide low voltage panelboards for application at 600V or less in accordance with this Section, including panelboards installed in other equipment specified in Sections 16440, Low Voltage Motor Control, and 16230, Diesel Engine Generator Set. B. Provide equipment in accordance with NEMA PB 1, NFP A 70, and UL 67. SEA/323194.WU.FD.02 16442 2 JUNE 9, 2005 PANELBOARDS . - . CITY OF PORT ANGELES WEST UGA UTILITIES EXTENSION 323194C .7 Cl Wire Terminations: 1. Panelboard assemblies, including protective devices, shall be suitable for use with 75 degrees C or greater wire insulation systems at NEC 75 degrees C conductor ampacity. 2. In accordance with UL 486E. D. Load Current Ratings: 1. Unless otherwise indicated, load current ratings for pane1board assemblies, including bus and circuit breakers, are noncontinuous as defined by NEC. Continuous ratings shall be 80 percent of noncontinuous rating. 2. Where indicated "continuous", "100 percent", etc., selected components and protective devices shall be rated for continuous load current at value shown. E. Short Circuit Current Rating (SCCR): Integrated equipment short circuit rating for each panelboard assembly shall be no less than the indicated SCCR. F. Overcurrent Protective Devices: 1. In accordance with NEMA AB 1, NEMA KS 1, UL 98, and UL 489. 2. Protective devices shall be adapted to panelboard installation. a. Capable of device replacement without disturbing adjacent devices and without removing main bus. b. Spaces: Cover openings with easily removable cover. 3. Series-Connected Short Circuit Ratings: Devices shall be fully rated; series-connected ratings unacceptable. G. Circuit Breakers: 1. General: Thermal-magnetic unless otherwise indicated, quick-make, quick-break, molded case, of indicating type showing ON/OFF and TRIPPED positions of operating handle. 2. Noninterchangeable: In accordance with NEe. 3. Bus Connection: Bolt-on circuit breakers in all panelboards. 4. Trip Mechanism: a. Individual permanent thermal and magnetic trip elements in each pole. b. Variable magnetic trip elements with a single continuous adjustment 3X to lOX for frames greater than 100 amps. c. Two and three pole, common trip. d. Automatically opens all poles when overcurrent occurs on one pole. SEA/323194.WU.FD.02 10442 3 JUNE 9,2005 PANELBOARDS CITY OF PORT ANGELES WEST UGA UTILITIES EXTENSION 323194C . . - -.. e. Test button on cover. f. Calibrated for 40 degrees C ambient, unless shown otherwise. 5. Unacceptable Substitution: a. Do not substitute single-pole circuit breakers with handle ties for multi-pole breakers. b. Do not use tandem or dual circuit breakers in normal single-pole spaces. 6. Ground Fault Circuit Interrupter (GFCI): Where indicated, equip breaker as specified above with ground fault sensor and rated to trip on 5-mA ground fault within 0.025 second (UL 943, Class A sensitivity, for protection of personnel). a. Ground fault sensor shall be rated same as circuit breaker. b. Push-to-test button. c. Reset button. 7. Equipment Ground Fault Interrupter (EGFI): Where indicated, equip breaker specified above with ground fault sensor and rated to trip on 30-mA ground fault (UL listed for equipment ground fault protection). H. Enclosures: 1. NEMA Type 1 unless otherwise shown. 2. Material: Type 1, Type 3R, and Type 3S shall be code-gauge, hot-dip galvanized sheet steel with reinforced steel frame. 3. Finish: Rust inhibitor prime followed by manufacturer's standard gray baked enamel or lacquer. I. Bus: 1. Material: tin-plated copper full sized throughout length. 2. Provide for mounting of future protective devices along full length of bus regardless of number of units and spaces shown. Machine, drill, and tap as required for current and future positions. J. Equipment Ground Terminal Bus: Copper with suitably sized provisions for termination of ground conductors, and bonded to box. 1. Provide individual mechanical termination points no less than the quantity of breaker pole positions. 2. Provide individual termination points for all other grounding conductors such as feeder, grounding electrode, etc. SEA/323194.WU.FD.02 16442 4 JUNE 9, 2005 PANELBOARDS (0 - .. CITY OF PORT ANGELES WEST UGA UTILITIES EXTENSION 323194C \ - ..- K!. Neutral Terminal Bus: Copper with suitably sized provisions for termination of neutral conductors, and isolated from box. 1. Provide individual mechanical termination points no less than the quantity of breaker pole positions. 2. Provide individual termination' points for all other neutral conductors. L. Provision for Future Devices: Equip with mounting brackets, bus "Connections, and necessary appurtenances for future protective device ampere ratings indicated. 2.03 LIGHTING AND APPLIANCE BRANCH CIRCUIT P ANELBOARDS A. Protective Device Locking: Furnish provisions for handle padlocking for main and for branch devices. B. NEMA 2S0 Type 1 Branch Panelboard Enclosure: 1. Front trim shall be secured to box with concealed trim clamps. 2. Surface-mount panelboard front trim shall have same dimensions as box. 3. Flush panelboards front trims shall overlap box nominal 3/4 inch on all sides. 4. Door in panelboard front trim, with concealed hinges, shall provide access to protective device operating handles. S. Doors over 30 inches in height shall have multi-point latching. 6. Door lock shall be secure with flush catch and tumbler lock; all panelboards keyed alike, with two milled keys each lock. 7. Circuit Directory: Metal frame with transparent plastic face and enclosed card, mounted inside each panel door. PART 3 EXECUTION 3.01 GENERAL A. Install in accordance with NECA 407, NEMA PB 1.1 and manufacturers' written installation instructions. B. Install securely, plumb, in-line and square with walls. C. Install top of cabinet trim78 inches above floor, unless otherwise shown. Install cabinet so tops of protective device operating handles are no more than 78 inches above the floor. D. Ground Fault Protection: Install panelboard ground fault circuit interrupter devices in accordance with installation guidelines ofNEMA 289. SEA/323 1 94.WU.FD.02 16442 -S JUNE 9, 2005 PANELBOARDS .CITY OF PORT ANGELES WEST UGA UTILITIES EXTENSION 323194C .- ~ - -", . E. Install filler plates in unused spaces. F., Wiring in Panel Gutters: Train conductors neatly in groups; bundle, and wrap with nylon wire ties. 3.02 BRANCH CIRCUIT P ANELBOARD A. Mount flush panels uniformly flush with wall finish. B. Provide typewritten circuit directory for each panelboard. END OF SECTION SEA/323194.WU.FD.02 16442 6 JUNE 9, 2005 PANELBOARDS . . . CITY OF PORT ANGELES WEST UGA UTILITIES EXTENSION 323194C \ . . ~~ SECTION 16460 LOW VOLTAGE TRANSFORMERS : PART 1 GENERAL 1.01 REFERENCES A. The following is a list of standards which may be referenced in this Section: 1. Institute of Electrical and Electronics Engineers (IEEE): C57.96, Guide for Loading Dry Type Transformers. 2. National Electrical Contractor's Association (NECA): 409, Recommended Practice for Installing and Maintaining Dry-Type Transformers. 3. National Electrical Manufacturers Association (NEMA): a. 250, Enclosures for Electrical Equipment (1000 Volts Maximum). b. ST 20, Dry-Type Transformers for General Applications. c. TP 1, Guide For Determining Energy Efficiency for Distribution Transformers. 4. National Fire Protection Association (NFPA): 70, National Electrical Code (NEC). 5. Underwriters Laboratories Inc. (UL): a. 486E, Standard for Equipment Wiring Terminals for use with Aluminum and/or Copper Conductors. b. 489, Standard for Molded-Case Circuit Breakers, Molded-Case Switches, and Circuit Breaker Enclosures. c. 1561, Standard for Dry-Type, General Purpose, and Power Transformers. 1.02 SUBMITTALS A. Action Submittals: 1. Descriptive information. 2. Dimensions and weight. 3. Transformer nameplate data. 4. Schematic and connection diagrams. PART 2 PRODUCTS 2.01 GENERAL A. UL 1561, NEMA ST 20, unless otherwise indicated. B. Dry-type, self-cooled, two-winding, with copper windings. SEA/323 1 94.WU.FD.02 16460 1 JUNE 9, 2005 LOW VOLTAGE TRANSFORMERS CITY OF PORT ANGELES WEST UGA UTILITIES EXTENSION 323194C . , . ~ ~ , . C. Units larger than 5 kV A suitable for use with 75 degrees C wire at full NFP A 70, 75 degrees C ampacity. D. Maximum Sound Level per NEMA ST 20: 1. 40 decibels for 0 kV A to 9 kV A. 2. 45 decibels for 10 kV A to 50 kV A. 3. 50 decibels for 51 kV A to 150 kV A. 4. 55 decibels for 151 kV A to 300 kV A. 5. 60 decibels for 301 kV A to 500 ~V A. E. Overload capability: Short-term overload per IEEE C57.96. F. Wall Bracket: For single-phase units, 15 kV A to 37-1/2 kV A, and for three- phase units, 15 kVA to 30 kVA. G. Vibration Isolators: 1. Rated for transformer's weight. 2. Isolation Efficiency: 99 percent, at fundamental frequency of sound emitted by transformer. 3. Less Than 30 kV A: Isolate entire unit from structure with external vibration isolators. 4. 30 kV A and Above: Isolate core and coil assembly from transformer enclosure with integral vibration isolator. H. Manufacturers: 1. General Electric Co. 2. Square D Co. 3. Eaton/Cutler-Hammer. 2.02 GENERAL PURPOSE TRANSFORMER A. Insulation Class and Temperature Rise: Manufacturer's standard. B. Core and Coil: 1. Encapsulated for single-phase units 1/2 kV A to 25 kV A and for three- phase units 3 kV A to 15 kV A. 2. Thermosetting varnish impregnated for single-phase units 37.5 kV A and above, and for three-phase units 30 kV A and above. C. Enclosure: 1. Single-Phase, 3 kV A to 25 kV A: NEMA 250, Type 3R, nonventilated. 2. Single-Phase, 37-1/2 kVA and Above: NEMA 250, Type 2, ventilated. SEA/323194. WU.FD.02 16460 2 JUNE 9, 2005 LOW VOLTAGE TRANSFORMERS /<\ . . CITY OF PORT ANGELES WEST UGA UTILITIES EXTENSION 323194C \ - - .; 3. Three-Phase, 3 kV A to 15 kV A: NEMA 250, Type 3R, nonventilated. 4. Three-Phase, 30 kV A and Above: NEMA 250, Type 2, ventilated. 5. Outdoor Locations: NEMA 250, Type 3R. 6. Corrosive Locations: NEMA 250, Type 3R stainless steel. D. Voltage Taps: 1. Single-Phase, 3 kV A to 10 kV A: Four 2-1/2 percent, full capacity; two above and two below normal voltage rating. 2. Single-Phase, 15 kV A and Above: Four 2-1/2 percent, full capacity; two above and two below normal voltage rating. 3. Three-Phase, 3 kV A to 15 kV A: Four 2-1/2 percent, full capacity; two above and two below normal voltage rating. 4. Three-Phase, 30 kV A and Above: Four 2-1/2 percent, full capacity; two above and two below normal voltage rating. E. Impedance: 4.5 percent minimum on units 75 kV A and larger. PART 3 EXECUTION 3.01 INSTALLATION A. Install in accordance with NECA and manufacturer's instructions. B. Load external vibration isolator such that no direct transformer unit metal is in direct contact with mounting surface. C. Provide moisture-proof, flexible conduit for electrical connections. D. Connect voltage taps to achieve (approximately) rated output voltage under normal plant load conditions. E. Provide wall brackets for single-phase units, 15 kVA to 167-1/2 kVA, and three-phase units, 15 kV A to 112 kV A. END OF SECTION SEA/3231'94.WU.FD.02 16460 3 JUNE 9, 2005 LOW VOLTAGE TRANSFORMERS . , \ - - ~ ~ 8- :i~ 11-11- "'11- ~~iil, I TH~s:JAT I t IN PUMP MOTOR xxxxxx.xx L -'" - - SOFT START WITH BYPASS AND ISOLATION CONTACTORS I T1 12 13 G r TO CP.WPS G 1 CONlROlS (SEE SPECIACATlONS FOR FUNCTIONS) (NOTE 2) ON M PRV-4 INTERLOCK --.J 50FT5T ART (55) ELEMENTARY CONTROL DIAGRAM NTS {NOTE 4) (XOO) RUN (OOX) OPEERATOR INTERFACE MODULE DISPLAY AND KEYPAD y.o (OOX) ~ IN AUTO a 1mAC__ INPUT HIGH TEMP (NOTE 1) NOTES: 1. MPR CONTACTS AUTOMATICALLY RESET UPON MOTOR COOI.-DOWN. PROVIDE MANUAL RESET FUNCTION AT NO. 2. PROVIDE FOR MANUAL ACROSs. THE-llNE STARTING IF P.2-1 OR P-2-2 SOFTSTART SHOULD FAIL. 3. PROVIDE CONTACT WHICH WILL OPERATE IN ANY MANUAL OR AUTOMATIC RUNNING OF PUMPS P-2.1 OR P-2-2. 4. PUMP SHALL RUN WHEN SWITCHED TO 'If. HAND. ~-------------l N I I I I I 120VAC INSTRUMENT I POWER L "=t. ...LL L___~-W-~ SS-2.1 SS-2-2 (NOTE 3) SOLENOID FOR PRY-4 55/PRV INTERLOCK NTS CH2MHILL .." ' ). .....; J ~ I f ! g j ... .. ~ , f Ji l'~ Ii. f !i 'lo "- t~ e Jil ~ CITY OF PORT ANGElES PUBUC WORKS & l1TIUTIES DEPARTMENT (PACL) [p100] CT ENCLOSURE - .-..-. I I I I 6 ~ METER BASE SERVICE MAIN BREAKER (NOTE 2) :-. _. - i 800 r"\ I I I r .- _.._.._.._.._..L MC~ 800A, 480V. 3-PHASE. 3-W1RE. GND. 42,OOOAJC. CU (3) I I BUS I _._ _.._.._.._.._.._.._.._-.J ss SS SS-2-1 SS-2-2 SOA) 6 ~ XFMR~1 _ 480V- :{~~~ 15 kVA DPL ss 71M ) 11 20 ) I I ~.._.._.._ .J 450 KW. 563 KVA STANDBY 480/277V 3-PH. 4-W1RE I GEN-11 I (Pl06] [p108) [P110] ..-..- .- .-.- -.. ..- .-..-. -..-..-. _. -. [P111] (p112] ~ ~ a: .m a: .~~ .~~ ~~ .~ .~ ~ @~ .j!! a:' a:' a:' Ill... 00_ 00 uJO _ ~~ClI ~~.... I- 8a: :i :i Itz c)I ..JZ~ I-z , (/) C') ~~ IL IL ' 0Q. ~ 8~ a: U)Q. ~ ~~5 UW o.lL :I: X ~ XlLlL x~ IL 8~ lL O~lL ffi~ a:~ ~ 1-- !:ClI o~ Sb 0::1 _0 zi ZX _::1 !DIL !DIL !DIL wi$. 0:1: <u ::1uJ ::1::1 XIL :l:1L .... "Y" .JI (NOTE 4) NOTE: 1. SIZED BY GENERATOR MFR. 2. BREAKER AND EQUIPMENT SHAlL BE SERVICE ENTRANCE RATED. 3. PROVIDE WITH 150VA CONTROL POWER TRANSFORMER ADDITIONAL LOAD DUE TO LOUVERS. 4. PROVIDE MCC SPACE FOR FUTURE UPGRADE TO 50 HP. B BADGELEY VMAXEY-SUHR o WAGNER D BERSCHAUER NO. DATE REVISION VERIFY SCALE BAR IS ONE tICH ON 0RlGIIW.. DRAWIlG. o r IF NOT ONE tICH ON THIS SIET. AIWST BY PVD SCAlESACCORDINGl.Y. CH2MHILL CITY OF PORT ANGELES WASHINGTON WEST UGA UTILmES EXTENSION -"-"1 I 1 (p116] CALL 48 HOURS BEFORE YOU DIG 800-424-5555 ELECTRICAl WATER PUMP STATION ONE - LINE SHEET DWG DATE PROJ 43 OF 58 E101 JUNE 2005 323194.WU A~ ~ G ~ ~ ~~ .1 I ~! I 1 I~ I~ II en i~ ~~ wlH i=~ ~i I .~~ I l!i W ~ II! D