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HomeMy WebLinkAboutDog PoundBID SPECIFICATIONS - NEW DOG POUND BUILDING Bid opening: 11:00 A.M., Thursday, September 18, 1986, Southold Town Hall. $150.00 for one (1) Project Manual and two (2) sets of Drawings. (refundable if both sets are returned to Town Clerk, postpaid, in satisfactory condition, within five (5) calendar days after bid opening) $75.00 for a second Project Manual and set of Drawings (non-refundable) . Yo partial sets to be issued. 1. Town Clerk's Copy 2. Dodge Reports (no charge) 3. North Fork Animal Welfare League, Inc. (no charge) 4. Glen Bradley & Son, Inc., P.O.Box 382,Laurel 11948 - 298-4079 5. Island Pride Construction, 909 Middle Country Rd.,Selden 11784- N/C 736-2020 6.f�pc,, � � ��c� Jmac-. 7. The East End CCUo�jpang (Olga Lee) Cedar Beach Rd. , Southold, N.Y. 11971 765-5307 8. 9. 10. JUDITH T. TERRY TOWN CLERK REGISTRAR OF VITAL STATISTICS OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD September 26, 1986 The East End Company Cedar Beach Road Southold, New York 11971 Attention: Olga Lee Dear Ms. Lee: Town Hall, 53095 Main Road P.O. Box 728 Southold, New York 11971 TELEPHONE (516) 765-1801 Enclosed is your $150.00 refund for the return of the Project Manual and two sets of Drawings with respect to the Dog Pound building bid. The Town Board is now requesting bids for the Kennel Area only, whereas they rejected all of the bids received on September 18th. I am enclosing a copy of the new bid notice for your information. Very truly yours, Ju ith T. Terry Southold Town Clerk Enclosures JUDITH T. TERRY TOWN CLFF.RK REGISTRAR OF VITAL STATISTICS OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD September 26, 1986 Glenn Bradley S Son, Inc. P. O. Box 382 Laurel, New York 11948 Dear Mr. Bradley: Town Hall, 53095 Main Road P.O. Box 728 Southold, New York 11971 TELEPHONE (516) 765-1801 The Southold Town Board, at their regular meeting held on September 23, 1986, rejected all bids which were opened on September 18th for the Dog Pound construction. Your bid deposit check in the amount of $2, 100. 00 is returned herewith. Also enclosed is $150.00 refund for the prompt return of the Project Manual and two sets of Drawings. The Board is now requesting bids for the Kennel Area only, and a copy of the Invitation to Bid is enclosed for your information. Very truly yours, Judith T. Terry Southold Town Clerk Enclosures GLENN BRADLEY & SON, INC. Licensed Electrician P.O. BOX 382 LAUREL, NEW YORK 11948 (516) 298-4079 Date 67-12 19 TO f le -to k//V dA Il D el' _SO v-r4J ez L D 2Q vvty Dear Sir:A c h! _t�F c t -dg o-. 8 6% o 7 propose to furnish all materials and perform all labor necessary to complete the following: All of theC7above work to be completed in a substantial oaond workmanlike manner according to standard practices for the sum of ,�uIS 0 ey%e t14auSf4/V P 41 ' Dollars ($. d� X00 / o ) Payments to be made ` d r� oh as work progresses to the value of per cent ( %) of all work completed. The entire amount of contract to be paid within days after completion. Any alteration or deviation from the above specifications involving extra -cost of material or labor wM only bo exe cuted upon written orders for same, and will become an extra charge over the sum mentioned in this contract. All agre& ments must be made in writing. Respectfully submitted, By . ..� ACCEPTANCE You are hereby authorized to furnish all materials and labor required to complete the work mentioned in the above proposal, for which agree to pay the amount mentioned in said proposal, and according to the termsthereof. ACCEPTED - Date 19 FORM SFSi—ii r JUDITH T. TERRY TOWN CLERK REGISTRAR OF VITAL STATISTICS OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD September 26, 1986 C. R. Chapman, General Manager Region Associates, Inc. 50 Park Avenue Bay Shore, New York 11706 Dear Mr. Chapman: Town Hall, 53095 Main Road P.O. Box 728 Southold, New York 1 1971 TELEPHONE (516) 765-1801 The Southold Town Board, at their regular meeting held on September 23, 1986, rejected all bids which were opened on September 18th for the Dog Pound construction.. Your bid bond is returned herewith. The Board is now requesting bids for the Kennel Area only, and a copy of the Invitation to Bid is enclosed for your information. Very truly yours, Judith T. Terry Southold Town Clerk Enclosure 00310 BID FORM TO: TOWN BOARD TOWN OF SOUTHOLD he.ireina ter called "Owner" 1. The undersigned, having examined the proposed Contract Doc- uments titled: ADDITION TO SOUTHOLD TOWN ANIMAL SHELTER and having visited the site and examined the conditions af- fecting the general construction contract portion of the Work, hereby proposes and agrees to furnish all labor, materials,'equip- ment,'and appliances and to perform operations necessary to com- plete the Work as required by said proposed Contract Documents, for the stiLDulated sum of DOLLARS 2. The undersigned understands and agrees to comply with and be bound by instructions to bidders issued for this Work. 3. The undersigned acknowledges receipt of Addenda numbers: 4. Enclosed with this bid is bid security in the amount of not less than 10% of the bidder's proposed Contract Sum. BIDDER: REGION ASSOCIATES, INC. 50 PARK AVENUE BAY SHORE, N Y. 11706 _ (516) 666-5691 by CORPORATE SEAL Address License number • License type Bid dated this_ v�� day of ____19,66 86:07 END OF BID FORM BID FORM 00310-1 TO: 0031.0 BID FORM TOWN BOARD TOWN OF SOUTHOLD hereina ter called "Owner" 4 i 1. The undersigned, having examined the proposed Contract Doc- uments titled: ADDITION TO SOUTHOLD TOWN ANIMAL SHELTER Administration Area only -shown as Alternate #1_ and having visited the site and examined the conditions af- fecting the general construction contract portion of the Work, hereby proposes and agrees to furnish all labor, materials,`equil ment,'and appliances and to perform operations necessary to com- plete the Work as required by said proposed Contract Documents, for the st pulated sumof Amir- DOLLARS ( $ 5.2. 3 /a ) 2. The undersigned understands and agrees to comply with and be bound by instructions to bidders issued for this Work. 3. The undersigned acknowledges receipt of Addenda numbers: 4. d Enclosed with this bid is bid security in the amount of not less than 10% of the bidder's proposed Contract Sum. BIDDER: REGION ASSOCIATES, INC. 50 PARK AVENUE* — - -BAY SHORE: N:Y:_.11706 (516) 666-5691 by CORPORATE SEAL License number • .icense type — Bid dated this 7` _ day of _ END OF BID FORM BID FORM 86:07 00310-1 MIC Property and Casualty Insurance Corporation DETROIT, MICHIGAN (A Stock Company) A Subsidiary Of Motors r me Imm The Insurance People From General Motors Bond No. 4941 BID BOND The American Institute of Architects AIA Document No. A310 (February, 1970 Edition) KNOW ALL MEN BY THESE PRESENTS, that we REGION ASSOCIATES, INCORPORATED, 50 Park Avenue, Bayshore, NY 11701 as Principal, and MIC Property and Casualty Insurance Corporation, 3044 West Grand Boulevard, Detroit, Michigan 48208, a corporation duly organized under the laws of the State of Michigan as Surety, are held and firmly bound u nto TOWN OF SOUTHOLD, Town Hall, Main Road, Southold, NY 11971 as Obligee, in the sum of 10% of the Bid Amount, which is not to exceed $250,000.00 and the penalty for this bond shall not exceed $25,000.00. Dollars ($---------------------- ), for the payment of which sum well and truly to be made, the said Principal and the said Surety, bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has submitted a bid for animal shelter at Southold, NY, the date of the bid being August 21, 1986. NOW, THEREFORE, if the Obligee shall accept the bid of the Principal and the Principal shall enter into a Contract with the Obligee in accordance with the terms of such bid, and give such bond or bonds as may be specified in the bidding or Contract Documents with good and sufficient surety for the faithful performance of such Contract and for the prompt payment of labor and material furnished in the prosecution thereof, or in the event of the failure of the Principal to enter such Contract and give such bond or bonds, if the Principal shall pay to the Obligee the difference not to exceed the penalty thereof between the amount specified in said bid and such larger amount for which the Obligee may in good faith contract with another party to perform the Work covered by said bid, then this obligation shall be null and void, otherwise to remain in full force and effect. Signed and sealed this 15th day of August • :. REGION ASSOCIATES, INC. J (Principal) (SEAL) , Stephanie Furey (Title) President MIC PROPERTY AND CASUALTY INSURANCE CORPORATION (Surety) Ma is A. Monteleone Attorney -in -Fact w -765 -7/8e -1M _�s FM 19-1187 (11/85) • MIC Property and Casualty Insurance Corporation A Subsidiary Of WOM DETROIT, MICHIGAN MInsmme (A Stock Company) The insurance People From General Motors PRINCIPAL'S ACKNOWLEDGMENT INDIVIDUAL VERIFICATION State of County of On this day of , in the year 19 before me personally came to me known, and known to me to be the person(s) who is (are) described in and who executed the foregoing instrument, and acknowledges to me that he (they) executed the same. State of On this day of (Signature and title of official taking acknowledgment) PARTNERSHIP VERIFICATION County of , in the year 19_ before me personally came to me known, and known to me to be the person who is described in and who executed the foregoing instrument, and acknowledges to me that he executed the same, as and for the act and deed of the said co -partnership. (Signature and Gtle of official taking acknowledgment) CORPORATE VERIFICATION State of New York County of Sltffnl k On this day of A»g»st. , in the year 1986 before me personally came STEPHANIE FUREY to me known, who, being by me duly sworn, deposes and Islip says that he resides in the City of j1 TPrrarP. NY that he is the President of the REGION ASSOCIATES, INC. , the corporation described in and which executed the foregoing instrument; that he knows the seal of the said corporation; that the seal affixed to the said instrument is such corporate seal; that is was so affixed by the order of the Board of Directors of said corporation, and that he signed his name thereto by like order. (Signature and of official taking acknowledgment) SURETY COMPANY ACKNOWLEDGMENT State of New York County of Sullivan On this 15th day of August , in the year 19-§-6— before me personally came _ MARTA A- MONTI• LEONE to me known to be the individual described in and who executed the foregoing instrument and to be the Attorney -in -Fact of MIC PROPERTY AND CASUALTY INSURANCE CORPO- RATION, which is to me known to be the corporation described in the foregoing instrument, and which, by its said Attorney -in - Fact executed the same, and said Attorney -in -Fact duly acknowledged to me that he knows the Seal of said Corporation; that the Seal affixed to said instrument is such Corporate Seal; that it was so affixed by order of the Board of Directors of said Corporation; and that he executed the said instrument as the act and deed of said MIC PROPERTY AND CASUALTY INSURANCE CORPORATION therein described and for the uses and purposes therein mentioned, by virtue of a certain power of attorney executed by said MIC PROPERTY AND CASUALTY INSURANCE CORPORATION dated February 14, 1986 , which said power has never been revoked and is still in full force and effect; and that the said corporation has received from the Superintendent of Insurance of the State of New York a certificate of solvency and of its sufficiency as surety or guarantor under Section 27, Chapter 882 of the Laws of 1939, being Chapter 29 of the Consolidated Laws of New York for the ve 1939, and that such certification has not been revoked. FM 19-5C040 1/85)��N � &dl~ C4111111" CWWS 012WNotary Public MIC Property and Casualty Insurance Corporation EXECUTIVE OFFICES 3044 West Grand Boulevard Detroit, Michigan 48202 (A STOCK COMPANY) i) 3341 POWER OF ATTORNEY �lfiztuiu All 3i1Ctt if U LThese presettfs. That MIC PROPERTYAND CASUALTY INSURANCE CORPORATION, a Michigan Corporation, having its administrative offices in Detroit, Michigan, pursuant to the following resolution, adopted by the Board of Directors of the Corporation on the 30th day of January, 1986: "RESOLVED, that the Chairman of the Board, the President, or any Executive Vice President or Vice President be, and hereby is authorized to appoint Attorneys -in -Fact to represent and act for and on behalf of the Corporation to execute bonds, undertakings, recognizances and other contracts of indemnity and writings obligatory in the nature thereof, and to attach thereto the corporate seal of the Corporation, in the transaction of its surety business; "RESOLVED, that the signatures and attestations of such officers and the seal of the Corporation may be affixed to any such Power of Attorney or to any certificate relating thereto by facsimile, and any such Power of Attorney or certificate bearing such facsimile signatures or facsimile seal shall be valid and binding upon the Corporation when so affixed with respect to any bond, undertaking, recognizance or other contract of indemnity or writing obligatory in the nature thereof; "RESOLVED, that any such Attorney -in -Fact delivering a secretarial certification that the foregoing resolutions still be in effect may insert in such certification the date thereof, said date to be not later than the date of delivery thereof by such Attorney -in -Fact." This Power of Attorney is signed and sealed in facsimile under and by the authority of the above Resolution. DOES HEREBY MAKE, CONSTITUTE AND APPOINT: WALTER A. RHULEN MILES V. MURPHY LYNNE K. HUPKA GEORGE F. EBERLE MARIA A. MONTELEONE JOAN R. FARROW of Monticello in the State of New York its true and lawful Attorney(s)-in-Fact with full power and authority hereby conferred in its name, place and stead to sign, execute, acknowledge and deliver in its behalf, and as its act and deed, without power of redelegation, as follows: Bonds guaranteeing the performance on contracts other than insurance policies: and executing or guaranteeing bonds and undertakings required or permitted in all actions or proceedings or bylaw allowed; IN AN AMOUNT NOT TO EXCEED TWO HUNDRED FIFTY THOUSAND ($250,000.00) DOLLARS: and to bind MIC PROPERTY AND CASUALTY INSURANCE CORPORATION thereby as fully and to the same extent as if such bond or undertaking was signed by the duly authorized officers of MIC PROPERTY AND CASUALTY INSURANCE CORPORA- TION, and all the acts of said Attorney(s)-in-Fact pursuant to the authority herein given are hereby ratified and confirmed. 311 iilitttess 3ltteretif, MIC PROPERTY AND CASUALTY INSURANCE CORPORATION of Michigan, has caused this Power of Attorne to be signed by its Vice President and its Corporate seal to be affixed this 14th day of February '1986 MIC PROPERTY AND CASUALTY `PS�pLTY rysG9,,, INSURANCE CORPORATION 'QO OQ,VGq' '✓Tc /'/// °SEAL'S s 980 0 ? 0. �CHIGP2 ��; =dd da BY: State of Michigan °w,,,,'„N0\'' ` Vice President County of Wayne ss.: On this 14th day of February '19 86 before me personally came H. P. Rodgers to me known, who, being by me duly sworn, did depose and say: that he resides in the City of Detroit, State of Michigan; that he is a Vice President of the MIC PROPERTY AND CASUALTY INSURANCE CORPORATION, the corporation described herein and which executed the above instrument; that he knows the seal of said corporation; that the seal affixed to the said instrument is such corporate seal; that it was so affixed pursuant to authority given by the Board of Directors of said corporation and that he signed his name thereto pursuant to like authority, and acknowledges same to be the act and deed of said corporation. NAOMiio,,,, aOTARY o; ELIZABETH NAOMI HOLSTROM s .0 Lt 0 �Y '' Notary Public, Nscomb County, Michigan ;�'p Acting in Wayne County, Michigan ?BcouNt,,. My Commisslon Expires September 23, 1986 CERTIFICATION I, K. M. Stapleton, Corporate Secretary of MIC PROPERTY AND CASUALTY INSURANCE CORPORATION of MICHIGAN, do hereby certify that the Power of Attorney herein above set forth is still in force, and further certify that the Resolutions of the Board of Directors set forth in said Power of Attorney are still in force. In testimony whereof I have hereunto subscribed my name and affixed the seal of the said Corporation this 15th day of August ,1986. U pLT Y "SPPGq''G9,Z:= Corporate Secretary SEAL " m FM 19-5002 (2/86) _y a. i9eo ? a? a: JAW p\ MIC Property and Casualty Insurance Corporation A SUBSIDIARY OF MOTORS INSURANCE CORPORATION ADMINISTRATIVE OFFICE 3044 WEST GRAND BOULEVARD DETROIT, MICHIGAN 48202 Financial Statement as Of September 30, 1985 I certify that the below listed officers were duly elected by the Board of Directors of MIC Property and Casualty Insurance Corporation and continue to hold the office set opposite their names. OFFICERS JOHN MAC DONALD ...................................... President JACK A. LESCURE .......................... Executive Vice President K. M. STAPLETON........................................ Secretary H.P. RODGERS, WILLIAM R. ATWOOD, JAMES F. FRENIER .......................................Treasurer JOSEPH S. PERO................................... Vice Presidents I further certify that the following Financial Statement of the Company is true, as taken from the books of the Company as of September 30, 1985: ASSETS LIABILITIES AND POLICYHOLDER'S SURPLUS Bonds ............................................... $81,583,504 Intercompany balances payable ....................... $13,700,284 Outstanding losses ......................... :......... 2,452,639 Preferred stocks..................................... 8,573,067 Accounts payable .................................... 5,954,061 Co-insurance and reinsurance ........................ 42,926 Common stocks ...................................... 12,098,795 Loss adjustment expenses ............................ 252,309 Federal income taxes ................................. (1,587,609) Unearned premiums .................................. 70,255,110 Cash on hand and on deposit ......................... 8,323,091 .......................... Deferred Federal income tax971,432 TOTAL LIABILITIES .............................. $92,041,152 Insurance premiums receivable ........................ 8,349,582 Common stock ....................................... 2,500,000 Interest receivable .................................... 1,922,499 Paid -in and contributed surplus ....................... 5,000,000 Net income retained for use in business ................ 21,435,223 Perferred policy acquisition expense ................... 467,470 Net unrealized gain on marketable equity securities...... 1,046,573 Stockholder's equity ................................ 29,981,796 Accounts receivable .................................. 704,940 TOTAL ADMITTED ASSETS ....................... $122,022,948 TOTAL LIABILITIES & POLICYHOLDER'S SURPLUS ..................... $122,022,948 IN WITNESS WHEREOF, I have hereunto set my hand and affixed the facsimile seal of the Corporation this 30th day of September, 1985. CORPORATE SEAL ........... ' nirr""" `,ocpSU lgsG9;•, �0- OQ,V 0N4 9T-- 'SEAL' 1990 _✓ �CMIGP2 � H. P. RODGERS, Vice President STATE OF MICHIGAN COUNTY OF WAYNE ss.: On this 30th day of September 1985, before the subscriber, a Notary Public of the State of Michigan in and forthe County of Wayne, duly commissioned and qualified, came H. P. RODGERS of MIC PROPERTY AND CASUALTY INSURANCE CORPORATION to me personally known to be the individual and officer described herein, and who executed the preceding instrument, and acknowledged the.execution of the same, and being by me duly sworn, deposed and said, that he is the officer of the Corporation aforesaid, and that the seal affixed to the preceding instrument is the Corporate Seal of the Corporation, and the Corporate Seal and signature as an officer were duly affixed and subscribed to the said instrument by the authority and direction of the Corporation, and that the resolution of the Corporation, referred to in the preceding instrument, is now in force; and that said Corporation has received from the Superintendent of Insurance of the State of New York a Certificate of Solvency and of its sufficiency as surety or guarantor under Section 327 of the Insurance Law of the State of New York. IN TESTIMONY WHEREOF, I have hereunto set my hand, and affixed my official seal. NOTARIAL SEAL NAOMi'•"p,,,. JP kOTARy 3' pUBUG r •-?o y�r'E'= ELIZABETH NAOMI HOLSTROJN couti, Notary Public, Macomb County, Michigan Acting in Wayne County, Michigan My Commisslon Expires September 23, 1986 YA 00310 BID FORM TO: TOWN BOARD TOWN OF SOUTHOLD hE.reina ter called "Owner" 1. The undersigned, having examined the proposed Contract Doc- uments titled: ADDITION TO SOUTHOLD TOWN ANIMAL SHELTER and having visited the site and examined the conditions af- f'ecting the electrical contract portion of the Work, hereby proposes and agrees to furnish all labor, materials,'equii ment,'and appliances and to perform operations necessary to com- plete the Work as required by said proposed Contract Documents, for the stipulated sum of DOLLARS ( $) ) 2. The undersigned understands and agrees to comply with and be bound by instructions to bidders issued for this Work. 3. The undersigned acknowledges receipt of Addenda numbers: 4. Enclosed with this bid is bid security in the amount of not less than 10% of the bidder's proposed Contract Sum. BIDDER: CORPORATE SEAL REGION ASSOCIATES, INC. by BAY SHORE, N.Y. 1170_6, 666.5691 Address ME License number License type A a r Bid dated this=� day of _19 END OF BID FORM BID FORM 86:07 00310-1 MIC Property and Casualty Insurance Corporation DETROIT. MICHIGAN (A Stock Company) A Subsidiary Of 0GMI:]: The Insurance People From General Motors Bond No. 4941 BID BOND The American Institute of Architects AIA Document No. A310 (February, 1970 Edition) KNOW ALL MEN BY THESE PRESENTS, that we REGION ASSOCIATES, INCORPORATED, 50 Park Avenue, Bayshore, NY 11701 as Principal, and MIC Property and Casualty Insurance Corporation, 3044 West Grand Boulevard, Detroit, Michigan 48208, a corporation duly organized under the laws of the State of Michigan as Surety, are held and firmly bound unto TOWN OF SOUTHOLD, Town Hall, Main Road, Southold, NY 11971 as Obligee, in the sum of 10% of the Bid Amount, which is not to exceed $250,000.00 and the penalty for this bond shall not exceed $25,000.00. Dollars ($---------------------- ), for the payment of which sum well and truly to be made, the said Principal and the said Surety, bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has submitted a bid for animal shelter at Southold, NY, the date of the bid being August 21, 1986. NOW, THEREFORE, if the Obligee shall accept the bid of the Principal and the Principal shall enter into a Contract with the Obligee in accordance with the terms of such bid, and give such bond or bonds as may be specified in the bidding or Contract Documents with good and sufficient surety for the faithful performance of such Contract and for the prompt payment of labor and material furnished in the prosecution thereof, or in the event of the failure of the Principal to enter such Contract and give such bond or bonds, if the Principal shall pay to the Obligee the difference not to exceed the penalty thereof between the amount specified in said bid and such larger amount for which the Obligee may in good faith contract with another party to perform the Work covered by said bid, then this obligation shall be null and void, otherwise to remain in full force and effect. Signed and sealed this 15th day of August REGION ASSOCIATES, INC. i (Principal) �^ (SEAL) � Step anie Furey (Title pr dent MIC PROPERTY AND CASUALTY INSURANCE CORPORATION urety) Ma is A. Monteleone Attorney -In -Fact *-766-7/86-1M FM 19-1187 (11/85) JUDITH T. TERRY To%k,N CLERK REGISTRAR OF VITAL STATISTICS OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD September 26, 1986 Ralph DePietto Island Price Construction Inc. 909 Middle Country Road Selden, New York 11784 Dear Mr. DePietto: Town Hall, 53095 Main Road P.O. Box 728 Southold, New York 1 1971 TELEPHONE (516) 765-1801 The Southold Town Board, at their regular meeting held on September 23, 1986, rejected all bids which were opened on September 18th for the Dog Pound construction. Your bid bonds are returned herewith. The Board is now requesting bids for the Kennel Area only, and a copy of the Invitation to Bid is enclosed for your information. Very truly yours, or Judith Judith T. Terry Southold Town Clerk Enclosures 11 RVA 00310 BID FORM i TO: TOWN BOARD TOWN OF SOUTHOLD hereina ter called "Owner" 1. The undersigned, having examined the proposed Contract Doc- uments titled: ADDITION TO SOUTHOLD TOWN ANIMAL SHELTER Administration Area only -shown as Alternate #1 and having visited the site and examined the conditions af- fecting the general construction contract portion of the Work, hereby proposes and agrees to furnish all labor, materials,`equil ment,,and appliances and to perform operations necessary to com- plete the Work as required by said proposed Contract Documents, for the stipulated sum of Orie hundred thirty five thousand,five hundred forty DOLLARS ($ 135,540.00 ) 2. The undersigned understands and agrees to comply with and be bound by instructions to bidders issued for this Work. 3. The undersigned acknowledges receipt of Addenda numbers: N ogre 4. Enclosed with this bid is bid security in the amount of not less than 10% of the bidder's proposed Contract Sum. BIDDER: CORPORATE SEAL Bid dated this ]Tighteerith 86:07 Island Pride Construction Iric. by Ralph DePietto Address 909 Middle Country Road Selden, N.Y. 11784 License number License type day ofSeptember END OF BID FORM BID FORM 00310-1 Ig' . • TO: 1. 2. 3. 4. 00310 BID FORM TnwN BOARD TOWN OF SOUTHOLD__ hereinafter called "Owner The undersigned, having examined the proposed Contract Doc- uments titled: ADDITION TO SOUTHOLD TOWN ANIMAL SHELTER -Kennel Area only -shown as Alternate #2 and'having visited the site and examined the conditions af- fecting the Work, hereby proposes and agrees to furnish for all trades, all labor, materials, equipment, and appliances and to perform operations necessary to complete the Work as re- quired by said proposed Contract Documents, for the stipulated sum of Forty thousand two hundred sixty .DOLLARS ($ 40,260.00 ) The undersigned understands and agrees to comply with and be bound by instructions to bidders issued for this Work. The undersigned acknowledges receipt of Addenda numbers: None Enclosed with this bid is bid security in the amount of not less than 10% of the bidder's proposed Contract Sum. BIDDER: Island Pride Coiistructioii Iiic. by Ralph DePietto CORPORATE SEAL ) Address 909 Middle Country Road Selden, N.Y. 11784 License number License type Bid dated this Eighteenth day of September 19 86 END OF BID FORM BID FORM 86:07 00310-1 Y 00320 STATEMENT OF NON -COLLUSION (To be Completed by Each Bidder) In accordance with Section 103-4 General Municipal Law, effective September 1, 1966, every bid or proposal hereafter made to a political subdivision of the State or any public department, agency, or official thereof or to a fire district or any agency or official thereof for work or services performed or to be performed or goods sold or to be sold, sholl contain the following statement subscribed to by the bidder and affirmed by such bidder as true under the penalties of perjury; non -collusive bidding certification. a. By submission 'of this bid, each bidder and each person signing on behalf of any bidder certifies, and in the case of a joint bid, each party thereto certifies as to its own organization, under penalty of perjury, that to the best of knowledge and belief: (1) The prices in this bid have been arrived at independently without collusion, consultation, communication, or agreement, for the purpose of restricting competition, as to any mpger relating to such prices with any other bidder or any competitor. (2) Unless otherwise required by law, the prices which have been quoted in this bid have not been knowingly disclosed by the bidder and will not knowingly be disclosed by the bidder prior to opening, directly or indirectly, to any other bidder or to any competitor. (3) No attempt has been made or will be made by the bidder to induce any other person, partnership, or corporation to submit or not to submit a bid for the purpose of restricting competition. b. The person signing this bid or proposal certifies that -he has fully informed himself regarding the accuracy of the statements contained in this certification, and under the statements contained in this certification, and under the penalties of perjury, affirms the truth thereof, such penalties being applicable to the bidder, as well as the person signing in its behalf. C , That attached hereto (if a corporate bidder) is a certified copy of resolution author- izing the execution of this certificate by the signator of this bid or proposal in behalf of the corporate bidder. STATEMENT OF NON COLLUSION 00320-1 86:07 RESOLUTION Resclvee, that Islandd-Pride Coristructiori Irc. (Name of Corporati,on, authorized to sign and submit the bid or proposal of this corporation for the following project Town of Southold Animal Shelter Addition (Describe Project) and to include in such bid or proposal the certificat� a,-, to collusion required by section one-h4rdred-three--d ':f General Municipal Law as the act and deed of such,. and for any inaccuracies or mis-statements in such certificatte this corporate bidder shall be liable under the penalties of perjury. The foregoing is a true and correct copy of the re3oiution adopted by Is rt - land Pride Construction ' Inc. corporation at a meeting of the Board of Director5 held on the tighteglith day of September 1o,rc86 (SEAL OF THE CORPORATION) Laws of New York, 1965 Ch. 751, Sec. 103-d, as amended effective September 1, 1965. 0 00330 NEW YORK STATE AFFIRMATIVE ACTION CERTIFICATION (TO BE COMPLETED BY EACH BIDDER) Bidder's Certifications: A bidder will not be eligible for award of a contract under this Invitation for Bids unless such bidder has submitted as a part of its bid the following certification, which will be deemed a part of the resulting contract: BIDDER'S CERTIFICATION Island Pride Construction Iric. (Bidder) certified that: 1. it intends to use the following listed construction trades in the work under the contract Engineers, P7asoris, Carpenters, Laborers and, 2. a. as to those trades s,et forth in the preceding paragraph one hereof for which it is elgible under Part I of these Bid Conditions for participation in the Nassau -Suffolk County Plan it will comply with the said County area within the scope of coverage of that Plan, those trades being: Engineers, P4asoris, Carpenters, Laborers and/or, b. as to those trades for which it is required by these Bid Conditions to comply with Part II of these Bid Conditions, it adopts the minimum minority manpower utilization goals and the specific affirmative action steps contained in said Part II, for all construction work (both state and non -state) in the afore -mentioned area subject to these Bid Conditions, those trades being: Engineers, Masoris, Carpenters, Laborers and, 3. it will obtain from each of its subcontractors and submit to the contracting or administering agency prior to the award of any subcontractor under this contract the subcontractor certification required by these Bid Conditions. N (Sig ture f Autho ized Representative of Bidder) 00330-1 • 00340 OFFER OF SURETY (To be Completed by Each Bidder) In the event the above Proposal is accepted and the undersigned is awarded the Contract for the work, the undersigned offers as surety for faithful performance, bond and/or bonds to project labor and material men, the following surety: Iriterriatiorial Fidelity Irisurarice Company SURETY COMPANY Signed CERTIFICATE OF SURETY to be signed -by a duly authorized official, agent or attorney of the Surety Company. In the event that the above Proposal. is accepted and the contract for the work is awarded tto said Island Pride Construction Inc. (Bidder's Name) the (surety Company) will execute the Surety Bonds as hereinbefore provided. Signed: Date: Authorized Official, Agent, or Attorney IMPORTANT: THIS PACE MUST BE FILLED OUT WHEN CERTIFIED CHECK IS SUBMITTED IN LIEU OF BID BOND, OR BID MAY BE REJECTED. 00340-1 IE IDENTICAL TO TUX!, SHOWN ON THE BID F O RM M MW (-180) Alt.#2 00440 SUBSTITUTION LISTTNG r4L 9'� ownie"mor called "Owns-' x::s i AUUITION Tu SOUTHOLD TOWN ANIMALAHELTEFC The contract Sum propop-r by the unde s ,x-;- .- foon Ls tor the Mork as Ivo r an. the Drawing, the Specifications, a o Otherwise d:ef nee 1E n, 4. Do=:c►me"tw. dowever, th4e unQersi4ned propbsey Tne in! an r 8 ao3t ru dons fot the. Owner's donsi>dera',t or S Du d I& ow,..."r a4'.cept. :zi'`v nr R11 ofthe proposed subs'[_ s _f t.?_f..,n s . ti ;. Y..+..... i.k 4..f Y-:. .... ;J1.CSpusuu Conti %vn 3aa:q will l # x P .. a3SXIf_)1111 t shown, . 2,. specified Drawing Proposed product number reduction o : F t or .Spec Proposedj in Contract llra:: K.Vi p l :! Section! subs tltut- on"'J ",.•R s._'. (Yl' . Sheet 09665 Armstrong.( -5800) Alt. #1 Flooring Classic Corlon Benchmark Drwg A-6 Director Door Co. Doors Shop Fabricate & Erect H.M. (420) Alt. #1 IE IDENTICAL TO TUX!, SHOWN ON THE BID F O RM M MW (-180) Alt.#2 International Fidelity Insurance Company 24 COMMERCE STREET NEWARK, N. J. 07102 KNOW ALL HEN BY THESE PRESENTS: That we, the undersigned, Island Pride Construction Corp. 909 Middle County Rd., Selden, NY 11784 as Principal, and THE INTERNATIONAL FIDELITY INSURANCE C%TANY, a corporation of the State of New Jersey, as Surety, are held and firmly bound unto Town of Southold, Southold, New York in the penal sum of 10% of Amount Bid for the payment of which, well and truly to be made, we hereby jointly and severally bind ourselves, our heirs, executors, administrators, successors and assigns. Signed, this 19thday of August 19 86 The condition of the above obligation is such that whereas the Principal has submitted to Town of Southold a certain bid, attached hereto and hereby made a part hereof, to enter into a contract in writing for Animal Shelter - General Construction NOW, TEZREFORE, (a) If said bid shall be rejected, or in the alternate (b) If said bid shall be accepted and the Principal shall execute and deliver a contract in the Form of Contract attached hereto, properly completed in accordance with said bid, and shall furnish a bond for the faithful performance of said Contract, and for the payment of all persons performing labor or furnishing materials in connection therewith, and shall in all other respects perform the agreement created by the acceptance of said bid; THEN, THIS OBLIGATION SHALL BE VOID, otherwise the same shall remain in force and effect; it being expressly understood and agreed that the liabil- ity of the Surety for any and all claims hereunder shall, in no event, exceed the penal amount of this obligation as herein stated. The Surety, for value received, hereby stipulates and agrees that the obligations of said Surety and its bond shall be in no way impaired or affected by any extension of time within which the said bid may be accepted; and said Surety does hereby waive notice of any such extension. IN WITNESS WHEREOF, the Principal and the Surety have hereto set their hands and seals, and such of them as are corporations have caused their corporate seals, to be hereto affixed and these presents to be signed by their proper officers, the day and year first set forth above. Signed, sealed and delivered in the presence of• tslan r ihs cti Inc. ATTEST: Prim pal (/ ATTEST: INTERNATIONAL FIDELITY INSURANCE CO. Bid Bond Theresa S. Burke 11 torney-in-Fact State of� ss. County'of c d On this day of , 19 , before me personally came •� 3 c Y to me known, and known to me to be the individual described in and who executed the foregoing instrument,and acknowledged tome that he executed the same. My commission expires Notary Public --------------------------------------------------------------------- State of County of 1 ss. On this day of , 19 , before me personally came to me known and known to me to be a member of the firm of described in and who executed the foregoing instrument, and he thereupon acknowledged to me that he executed the same as and for the act and deed of said firm. My commission expires Notary Public -----------=-----/--/-------------------------------------------------- State of v ss. County of ,(� this day of 181 L before me personally came A l 1 „ �....,_,_,� to me known, who being by me duly sworn, did depose and say that he is th of Island Pride Construction the corporation described in and which executed the above instrument; that he n s the seal of id�orporation; that the seal affixed to said instrument is such corporate seal; that �2tD� etorder of the B of Directors o sa c Gporati and that he signed his name thereto by like order. public, State of I�Fv +� /, i Z Notaryv wt�"' No. 52.46'q My commission expires "• G��.. / ---------------- Notary---------- --———————————————ilomrrussroa� --- State of New York County of Nassau ss. On this 19 day of August , 19 86 before me personally came c d E Theresa S Burke D to me known, who, being by me duly sworn, did depose and say that d � v, he is an attorney-in-fact of International Fidelity Insurance Co the corporation described in and which executed the within instrument; that he knows the corporate seal of said corporation; that the seal Q affixed to the within instrument is such corporate seal, and that he signed the said instrument andaffixed the said seal as Attorney -in -Fact by authority of the Board of Directors of said corporation and by authority of this office under the Standing Resolutions thereof. EUGENE F. NESSION 'I0T ;RY PUBLIC, State of New York My commission expires P1o. 43-97656 uaiiii�ad i,i S:!ffolk County tart' Public FORM # 13 25M t:ommission Expires March "Cli, 19 INTERNATIONAL FIDELITY INSURANCE COMPANY 24 COMMERCE ST., NEWARK, NEW JERSEY 07102 STATEMENT OF ASSETS. LIABILITIES, SURPLUS AND OTHER FUNDS AT DECEMBER 31, 1985 ASSETS Bonds (Amortized value) .......................... $14,835,030 Common Stocks (Market value) ...................... 659,195 Mortgage Loans on Real Estate ...................... 151,417 Real Estate ................................... 73,340 Cash & Bank Deposits ............................ 1,548,005 Short Term Investments ........................... 1,410,055 Unpaid Premiums & Assumed Balances ................. 611,374 Reinsurance Recoverable on Loss Payments .............. 127,422 Federal Income Tax Recoverable ..................... 550,000 Electronic Data Processing Equipment ................. 212,951 Interest & Dividends Due and Accrued ................. 373,848 Funds Held in Escrow Accounts ..................... 1,984,451 Collateral Funds Held Under Contract ................. (1,984,451) Contract Balances Due and Unpaid ................... 330,345 Equity in Pools and Associations ..................... 465 TOTAL ASSETS ......................... $20,883,447 LIABILITIES, SURPLUS & OTHER FUNDS Losses (Reported losses net as to reinsurance ceded and incurred but not reported losses) .................... $7,763,462 Loss Adjustments Expenses ........................ 1,941,399 Contingent Commissions & Other Similar Charges .......... 36,131 Other Expenses (Excluding taxes, licenses and fees) ........ 78,547 Taxes, Licenses & Fees (Excluding Federal Income Tax) ..... 212,178 Unearned Premiums ............................. 6,317,916 Funds Held by Company Under Reinsurance Treaties ....... 50,000 Accounts Withheld by Company for Account of Others ...... 48,529 Liability for Unauthorized Reinsurance ................ 6,250 TOTAL LIABILITIES ...................... $16,454,412 Capital Paid -Up ................................ 1,330,000 Gross Paid -in & Contributed Surplus .................. 544,600 Unassigned Funds (Surplus) ........................ 2,554,435 Surplus as Regards Policyholders ............. 4,429,035 TOTAL LIABILITIES, SURPLUS & OTHER FUNDS .$20,883,447 I, PHILIP KONVITZ, President of International Fidelity Insurance Company, certify that the foregoing is a fair statement of Assets, Liabilities, Surplus and Other Funds of this Company at the close of business, December 31, 1985 as reflected by its books and records and as reported in its statement on file with the Insurance Department of the State of New Jersey. IN TESTIMONY WHEREOF, I have set my hand and affixed the seal of the Company this February 26, 1986 E,l1TyG INTERNATIONAL FIDELITY INSURANCE COMPANY s s�CIO s ,� 1904 c wry • ���, President TEL.J261)�624,7200 POWER OF ATTORNEY International Fidelity' Insurance Company HOME OFFICE. ,24 COMMERCE STREET NEWARK NEW JERSEY 07102 } ` ' BOND NO „r t �^" ;. - . >:.''`` .'� r kS� f,r '�,� ., ...- �� ,':� •'- e .'gin t��� e �� KNOW ALL MEN BY .THESE PRESENTS: That International Fidelity Insurance Company, aycorporation organized and existing under the ' laws of the State of New Jersey, and having its principal office in the City of Newark, New Jersey, does hereby constitute and appoint William D. Surre, Peter''H,enry, Eugene F. Hession f Theresa Burke' Plainview, N {y 'its true and lawful attorney(s)-in-fact to execute, seal and deliver rfor and on its behalf as surety, any and all bonds and undertakings, contracts of indemnity and other writings obligatory in the nature hereof `which are or may be allowed, required or permitted by law, statute, rule, regulation, contract or otherwise, and the execution of such instrument(sS in pursuance of these presents, shall be as binding upon the said International Fidelity Insurance Company, as fully and amply, to all intents and purposes, as if the same had been duly executed and acknowledged by its regularly elected officers at its principal office This Power of Attorney is executed, and may be certified to and may be revoked, pursuant to and by authority of Article 2, - Section 3, of Laws adopted by the Board of Directors of International Fidelity'Insurance Company at a meeting called, and held on the 23rd day of December, 1968 The President or any Vice President, Executive Vice President Secretary or Assistant Secretary, shall have power and authority (1) To appoint Attorneys -in -fact, and to authorize them toexecute 'on behalf of the Company, and attach the Seal of the Company thereto," bonds and undertakings, contracts of indemnity and other wiitings obligatory in the nature thereof and (2) To remove, at any time, any such Attorney-in-fact and revoke the authority given. Further, this Power of Attorney is signed and sealed by facsimile pursuant to resolution of the Board of Directors of said Company adopted at a meeting duly called and held on the 4th day of February, 1975 of which the following is a true excerpt Now therefore the signatures_of such officers and the seal of the Companymay be affixed to any such power of attorney or any certificate relating thereto by facsimile, and any such power of attorney or certificate bearing such facsimile signatures or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by facsimile signatures and facsimile seal shall be valid and binding upon the Company in. the future with respect to any bond or undertaking to which it is attached. IN TESTIMONY WHEREOF,, International Fidelity Insurance Company has caused this instrument to be signed and its corporate seal to be affixed by its authorized officer, this 1st. c \DEITY t=! $EAl �: day of May ,� A.D.1982 � 1904 � � jf1kS STATE OF NEW JERSEY 'y/ * County of Essex i Executive Vice President On this I st. day of May 1982 before me came the individual who executed the preceding instrument, tome personally known, and, being by me duly sworn, said that he is the therein described and authorized officer of the International Fidelity Insurance Company; that the seal affixed to said instrument is the Corporate Seal of said Company; that the said Corporate Seal and his signature were duly affixed by; ; order of the Board of Directors of said Company. n .: ;,'�� .• '9A IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my Official Seal, / i Q � at the City of Newark, New Jersey the day and year first above written. NOTA4gy o ,y�'°� is �.,G r' • , ' Notary Public My Commission Expires April 14,1988 �l y� JE Ckc;;CERTIFICATION 1, the undersigned officer of International Fidelity Insurance Company do hereby certify and that I have compared the foregoing copy of the . Power of Attorney and affidavit, and the copy of the Section of the By -Laws of said Company as set forth in said Power of Attorney, with the ORIGINALS ON FILE IN THE HOME OFFICE OF SAID COMPANY, and that the same are correct transcripts thereof, and of the whole of the said originals, and that the said Power of Attorney has not been revoked and is now in full force and effect. 1N TESTIMONY WHEREOF, I have hereunto set my hand this 19 day of August 19 86 Assistant Secretary 00310 BID FORM TO: TOWN BOARD TOWN OF SOUTHOLD E-9,!reina ter called -T' -Owner" 1. The undersigned, having examined the proposed Contract Doc- uments titled: ADDITION TO SOUTHOLD TOWN ANIMAL SHELTER Administration Area on -s own as Alternate #1 and having visited the site and examined the conditions af- f'ecting the heating and air conditioning contract portion of We hereby proposes and agrees to furnish all labor, materials,'equ iuent, ana appliances and to perform operations necessary to com plete the Work as required by said proposed Contract Documents, for the stipulated sum of Sixteeri thousarid five huridred ninety DOLLARS ($ 16,590_00 _ �) 2, The undersigned understands and agrees to comply with and • be bound by instructions to bidders issued for this Work. 3. The undersigned acknowledges receipt of Addenda numbers: Alternate # 1 4. Enclosed with this bid is bid security in the amount of not less than 10% of the bidder's proposed Contract Sum. BIDDER: ( ) _Island Pride Construction Inc. • ( ) by Ralph DePietto c ) ( CORPORATE SEAL ) Address 909 P4iddle Country Road ( ( ) ) Selden, N.Y. 11784 • ( ) License number • License type Bid dated this Eighteenth day of September 19 86 END OF BID FORM BID FOM ,,, nnv1 n-1 i i 1 -.11� i.,. w."'i.6fili" Ill -a1 11"'1""14"'1 ­.. ­­­ - .1... 1 11 1 ,1 1 1 1. "1 1. 11 1 11 11 .1 11 .1 1. 1 1111 BID FORM TO: TOWN BOARD TOWN OF SOUTHOLD hereinafter called "6_w_n_e_r'_ 1. The undersigned, having examined the proposed Contract Doc- uments titled: ADDITION TO SOUTHOLD TOWN ANIMAL SHELTER -Kennel Area only -shown as Alternate #2 and 'having visited the site and examine fecting the Work, hereby proposes and all trades, all labor, materials, equipnkent, and apps �_a,&c,-­ and to perform operations necessary to complete the Work, as quired by said proposed Contract Documents, for the stipulate sum of Five thousarid nirie huridred sixty three .-DOLLARS ($ 5,963.00 2. The undersigned understands and agrees to cnm , Diy wi.tr, and be bound by instructions to bidders issued for, this 3, The undersigned acknowledges receipt of Alternate # 2 4. Enclosed with this bid is bid security in the amount of not less than 10% of the bidder's proposed Contract Sum. BIDDER: Islart Q.0R,PO.RATE SEAL Pride Coristructiori Inc. :­___RalDh DePietto Address 909 Middle Couritry Road Selden, N.Y. 11784 License number iAcense type 13id dated this- E i 9bL_t_e_e_U_t_h__ of September 19 86 END OF BID FORM BID FORM 00320 STATEMENT OF NON -COLLUSION (To be C.,3mpleted by Each Bidder) 41 accocdone,e will, Section 103-d General Municipal Low, effe0iye ,teprember ), 'very bid or proposal hereafter made to a political subdivision of the State or any public' department, agency, or official thereof or to a Fire district or any agency or officiai thCreL-t for work or services performed or to be performed or goods sold or to be sold, shall contain the following statement subscribed to by the bidder and affirmed by such bidder as true under the penalties of perjury; non -collusive bidding certification, 8y submission 'of this bid, each t:iLlder 5r�d, coch pi�rsoa ig�in.oq 2>1- of Qs' b;dder certifies, and in the case of a joint bid, each party thereto certifies at to its own oirganizot;on, under penalty of perjury, that to the Lesx of knowiecipe and belief: (1) The prices in this bid have been arrived at independently without collusion, consultation,, communication, or agreement, for the purpose of restricting competition, os to any mptler relating to such prices with any other bid&ir or any competitor. (2) Unless otherwise required by low, the prices wh'I'Ch hast-_ 6'e -et, quoted this bid have not been knowinaly disciosed by the 6,4+ will, knowingly be disclosed by the bidder prior to opening, cle tiyorin ir ctiy.. to any other bidder or to any competitor. (3) No attempt has been made or will be made by the bidder r� induce any other person, mrtnershic., or corporation to submit or root to submit Q bid I fe,br the purpose -,J ?estricring competition. 6, The person ;iqoin� Thi5 bid or proposal cert;f`'es that -he has i�.­Hy 'Informed fimself regarding the occuiacy of the statements contained in this carri r"; cation, and under Nle statements --lkintuicied in this rertiricution, and under the penuitles of perjury, aff41ns the rruith iniercul', such peoaoies beicq applicable to thc bidder, as well as the person signing in its behalf. C. That attached hereto Oi a corpui'ue OiJder) is a certified cuF',. izing the execution of dais certifi,-;c.te b phs. signotor of this ';b;nl .. ' propos,:,;; b0hoi, of the corporate biddi,5, STATEMENT OF NJe";=;^'-00LT,0S,_1ON 'i -r 20-1 ^Y' RESQ MATO Island P r jid e:._C o,ri §r u c ,arta n c. fNarnTM of Corpea ti�r', o igri ira: submits the bill` or propusal ,' corporation for the following project • To,�n Of Southo d Animal. Smelter ���itor� (Describe Pro "� ct)' and to include in such bid or prop@sad:. `t.o.6. certi ,C..m �. ; t- colt--a,iicon required y ctior r e• h�f1C�r�d^:t�P�P.��€ � Genera:Lav, as the act andJioic Olf s ul and for any inaccuracies or mis-statelhent i..n Sikh t, this corporate bidder shall be liable" rapenalties viF perjury, The foregoinq ,s a -rue and r�or reck copy of the ;;e k.ution Island Pride Coristruction 'Inc. coros;aX'af ion at a meet nq of the Board of Director ;. Id on the Eighteenth :f4 f Se Member " 86 THE ORPOR,44`.rON) D � Y Lawb of New °tor: k , r 0. 'Ch, .'"5 }i afire ld� -.: e f f ect i,ve Sentem:be 19 5 003 NEW YORK STATE AFFIRMATIVE ACT101. CE€�T FIgA` ION (TO BE COMPLETED BY EACH BIDDER) 8 dderls Certifications: A bidder will not be eligible for award of a contract under this Invitation for Bids unless such bidder has submitt..ed a� a part of its bid the following, certification. winch. will b-. > eemed a part of the resulting contract: B1°ODER'` : CFS k CAT1�� N Island Pride Construction` Inc._ (Bidder) certified that: I. it intends to use the following'listed construction trade: in the work under the contract Engineers, Masons. Carpenters, aborer _�L.� es and, '2. a. as to those trades set forth in. the 'preceding paragraph one hereof for which it is elgi,b.le under Part I of these Bid Conditions for participation in the Nassau -Suffolk County -Plan it will comply with the said County area �'th n the scope of coverage of that Plan, 'those trade:: being: Er„ i rieers Masons, Carpenters, Laborers and/or, b. as to those trades for which it is required by these d Conditions to comply with Past II of these Bid Conditions. it adopts the minimum minority manpower utilization goals and the specific affirmative action steps contained i.n said Part II, for all construction work (both state and non -state) in the afore -mentioned area subject to these Enid Conditions, those trades being: Engineers, Masons, -Carpenters, Laborers and, t 3. it will obtain from each of its subcontractors and submit to } the ontracting or admi iister ing agency prior r' �) the award of any subcontractor under; this contract the, sabcont;ract:or certification require by those Bid Conditions. (signature Authored . U 330-1 sentative of Bidder) 11611111 If "11 w r 4 00340 OFFER OF SURETY (To be Completed by Each Bidder) In the event the sbove Proposal, pt T. x _, V S� � h v. � .-'.� �' f.° e 3 � � .��. n � °.. i`d e is awarded the Contract for the work, the undeb:sign e4 ry _: .1 surety for faithful performance, bond and/or hands t�7 labor s ,4t�'i.al mer), the folInwing,, surety: Iriternational Fide i LC SURETY COMPANY Signed (Bidder CERTIFICATE OF SURETY to be signed -by a duly.authorized official, agent or attorney of the Surety Company, In the event that the above Proposal is accepted and the contract for the work is awarded to said Island,Prio"Oristruction Inc. (Bidder's Name) t� the (uurety Company) will execute the Surety Bonds as hereinbefore provided. Signed. _ Authorized Official,, Agent', or Attorney Date: IMPORTANT: THIS PAGE MUST BE FILLED OUT WHEN CERTIFIED CHECK IS SUBMITTED IN LIEU OF BID BOND, OR BID MAY BE REJECTED. r'' PBOVIDF IDENTICAL TO THAT SHOWN ON THE B ll) FORM n r 00440 SUBSTITUTION "IST1NG PBOVIDF IDENTICAL TO THAT SHOWN ON THE B ll) FORM r 00440 SUBSTITUTION "IST1NG OF SOUTH( igen.-g:� r�� ter called "Owner` Puy: su ;.. c _ : bidd)-ng requ r +_ ,a nts: 1 or the aho ,..: r, .ADUIT7:C:N TO S00THOLD TOWN ANIMAL 'SHELTBTS " Th(F t.,,o nY. tact. Sum propos e_�-. by theundersigned , r�:, ' h,, ,.. . fo . m tFor the Work as shown on. the".Drawihq.--. thc, ipecif.i-cations„ anO nt?"1.erwise defined 3.5'z M �. Dc :. urc� nts. However, the Undersigned prop' Oses _1--he� 11. ... sul: stitutions for the Owner's, consideration Should 4 V Ovof ,,r accept any or a13 o tie # opased sui hs ton A, c.o6- oruposed Cont!'�Wt. 59. .. i ,: be amr-) to c: -,nown ., 5peci r=i est Drawing Proposed product number reduction or or Spec ;proposed"",." �;_ in Contract matnri A'1 a Section; substitution,' " suni n H.V.A.C. M-1 Flex Duct For (-1100) Alt. #1 Brarnches PBOVIDF IDENTICAL TO THAT SHOWN ON THE B ll) FORM International Fidelity Insurance Company 24 COMMERCE STREET NEWARK, N. J. 07102 KNOW ALL HEN BY THESE PRESENTS: That we, the undersigned, Island Pride Construction Inc., 909 Middle Country Rd., Selden, New York 11784 as Principal, and THE INTERNATIONAL FIDELITY INSURANCE COMPANY, a corporation of the State of New Jersey, as Surety, are held and firmly bound unto Town of Southhold Animal Shelter in the penal sum of 107 of Amount Bid for the payment of which, well and truly to be made, we hereby jointly and severally bind ourselves, our heirs, executors, administrators, successors and assigns. Signed, this 17 day of Sept. 19 86 The condition of the above obligation is such that whereas the Principal has submitted to Town of Southhold Animal Shelter a certain bid, attached hereto and hereby made a part hereof, to enter into a contract in writing for HVAC masonry frame, 1 story building, 2.400 sq. Ft. NOW, TBEREFORE, (a) If said bid shall be rejected, or in the alternate (b) If said bid shall be accepted and the Principal shall execute and deliver a contract in the Form of Contract attached hereto, properly completed in accordance with said bid, and shall furnish a bond for the faithful performance of said Contract, and for the payment of all persons performing labor or furnishing materials in connection therewith, and shall in all other respects perform the agreement created by the acceptance of said bid; THEN, THIS OBLIGATION SHALT. BE VOID, otherwise the same shall remain in force and effect; it being expressly understood and agreed that the liabil- ity of the Surety for any and all claims hereunder shall, in no event, exceed the penal amount of this obligation as herein stated. The Surety, for value received, hereby stipulates and agrees that the obligations of said Surety and its bond shall be in no way impaired or affected by any extension of time within which the said bid may be accepted; and said Surety does hereby waive notice of any such extension. IN WITNESS WHEREOF, the Principal and the Surety have hereto set their hands and seals, and such of them as are corporations have caused their corporate seals, to be hereto affixed and these presents to be signed by their proper officers, the day and year first set forth above. Signed, sealed and delivered in the presence of: Island,rd d C t ct o Inc..,. ATTEST: By: Pr ipal ATTEST: Bid Bond INTERNATIONAL FIDELITY INSURANCE CO. Theresa S Burke -. Attorney -in -Fact ,.' Statf ,of County of I ss. On this day of 19 , before me personally came to me known, and known to me to be the individual described in and who executed the foregoing instrument, and acknowledged tome that he executed the same. My commission expires Notary Public --------------------------------------------------------------------- State of ss. County of On this day of 19 , before me personally came to me known and known to me to be a member of the firm of described in and who executed the foregoing instrument, and he thereupon acknowledged to me that he executed the same as and for the act and deed of said firm. My commission expires Notary Public --------------------------------------------------------------------- State of el/% County of On this ms -4 --day of �E'fi'Ae t?" ---,-" , 19 �� ,before me personally came o E lea l n�► �Ll e 1 / C_ ffo to me known, CU ac who being by me duly sworn, did depose and say that he is the o c Island Pride Construction Inc Q of the corporation described in and which executed the above instrument; that he knows the seal of said corporation; that the seal affixed to said instrument is such corporate seal; that it was so affixed by order of the Board of Directors of said corporation, and that he signed his name thereto by like order. My commission expires -- Notary Public --------------------------------------------------------------------- State of New York 1 Nassau } ss. County of ))) 17 Sept. 86 On this day of , 19 , before me personally came c d Theresa S Burke to me known, who, being b me duly sworn, did depose and say that .D 9 Y Y P d d r'n he is an attorney in fact of International Fidelity Insurance Company the corporation described in and which executed the within instrument; that he knows the corporate seal of said corporation; that the seal Q affixed to the within instrument is such corporate seal, and that he signed the saidinstrument andaffixed the said seal as Attorney -in -Fact by authority of the Board of Directors of said corporation and by authority of this office under the Standing Resolutions thereof. EUGENE F. F:' ; My commission expires e�No ry Public FORM # 13 25M %�%m;s�icn =. pita; r� r ;; y 7 INTERNATIONAL FIDELITY INSURANCE COMPANY 24 COMMERCE ST., NEWARK, NEW JERSEY 07102 STATEMENT OF ASSETS. LIABILITIES, SURPLUS AND OTHER FUNDS AT DECEMBER 31, 1985 ASSETS Bonds (Amortized value) .......................... $14,835,030 Common Stocks (Market value) ...................... 659,195 Mortgage Loans on Real Estate ...................... 151,417 Real Estate ................................... 73,340 Cash & Bank Deposits ............................ 1,548,005 Short Term Investments ........................... 1,410,055 Unpaid Premiums & Assumed Balances ................. 611,374 Reinsurance Recoverable on Loss Payments .............. 127,422 Federal Income Tax Recoverable ..................... 550,000 Electronic Data Processing Equipment ................. 212,951 Interest & Dividends Due and Accrued ................. 373,848 Funds Held in Escrow Accounts ..................... 1,984,451 Collateral Funds Held Under Contract ................. (1,984,451) Contract Balances Due and Unpaid ................... 330,345 Equity in Pools and Associations ..................... 465 TOTAL ASSETS ......................... $20,883,447 LIABILITIES, SURPLUS & OTHER FUNDS Losses (Reported losses net as to reinsurance ceded and incurred but not reported losses) .................... $7,763,462 Loss Adjustments Expenses ........................ 1,941,399 Contingent Commissions & Other Similar Charges .......... 36,131 Other Expenses (Excluding taxes, licenses and fees) ........ 78,547 Taxes, Licenses & Fees (Excluding Federal Income Tax) ..... 212,178 Unearned Premiums ............................. 6,317,916 Funds Held by Company Under Reinsurance Treaties ....... 50,000 Accounts Withheld by Company for Account of Others ...... 48,529 Liability for Unauthorized Reinsurance ................ 6,250 TOTAL LIABILITIES ...................... $16,454,412 Capital Paid -Up ................................ 1,330,000 Gross Paid -in & Contributed Surplus .................. 544,600 Unassigned Funds (Surplus) ........................ 2,554,435 Surplus as Regards Policyholders ............. 4,429,035 TOTAL LIABILITIES, SURPLUS & OTHER FUNDS .$ 20,883,447 I, PHILIP KONVITZ, President of International Fidelity Insurance Company, certify that the foregoing is a fair statement of Assets, Liabilities, Surplus and Other Funds of this Company at the close of business, December 31, 1985 as reflected by its books and records and as reported in its statement on file with the Insurance Department of the State of New Jersey. IN TESTIMONY WHEREOF, I have set my hand and affixed the seal of the Company this February 26, 1986 �uTyG INTERNATIONAL FIDELITY INSURANCE COMPANY sSM a 1904 esA�c President TEL (2b1) 62t-7200 POWER OF-ATTORNE Y International Fidelity Insurance Company ti HOME OFFICE; 24 COMMERCE STREET NEWARK, NEW JERSEY 07102 BOND NO KNOW ALL MEN BY .THESE PRESENTS: That International Fidelity Insurance Company, a corporation organized and existing under the laws of the State of New Jersey, and having its principal office in the'City of Newark, New Jersey, does hereby constitute and appoint William D. Surre, .Peter Henry,'Eugene F. Hession` Theresa Burke' Plainview, N.Y its true and lawful attorney(s)-in-fact to execute, seal and deliver for and on its behalf as surety, any and all bonds and undertakings, contracts of indemnity and other writings obligatory in the nature hereof, which are or may be allowed, required or permitted by law, statute, rule, regulation, contract or otherwise, and the execution of such instrument(s) in pursuance of these presents, shall be as binding upon the said International Fidelity Insurance Company, as fully and amply, to all intents and purposes, as if the same had been duly executed and acknowledged by its regularly elected officers at its principal office. This Power of Attorney is executed, and may be certified'to and may be revoked, pursuant to and by authority of Article 2, -Section 3, of the By - Laws adopted by the Board of Directors of International Fidelity Insurance Company at a meeting called and held on the 23rd day of December, 1968. The President or any Vice President, Executive TVic e 11resident, Secretary or Assistant Secretary, shall have power and authority (1) To appoint Attorneys -in -fact, and to authorize them to execute on behalf of the Company, and attach the Seal of the Company thereto, bonds and undertakings, contracts of indemnity and other writings obligatory in the nature thereof and, (2) To remove, at any time, any such Attorney-in-fact and revoke the authority given. ` Further, this Power of Attorney is signed and sealed by facsimile pursuant to resolution of the Board of Directors of said Company adopted at a meeting duly called and held on the 4th day of February, 1975 of which the following is a true excerpt(,' Now therefore the signatures_Qf such officers and the seal of the Company may be affixed to any such power of attorney or any certificate relating thereto by facsimile, and any such power of attorney or certificate bearing such facsimile signatures or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by facsimile signatures and facsimile seal shall be valid and binding upon the Company in the future with respect to any bond or undertaking to which it is attached. IN TESTIMONY WHEREOF, International Fidelity Insurance Company has caused this instrument to be signed and its corporate seal to be affixed by its authorized officer, this 1st. . ... .' '. .. .. 1. .. r ..- %IIY /HSG /or SEAL C,day of May A.D. 1982 , 1904 c� y Fs� 3 d� 4-, E j� STATE OF NEW JERSEY County of Essex Executive Vice President On this 1st. day of May 1982 ; before me came the individual who executed the preceding instrument, tome personally known, and, being by me duly sworn, said that he is the therein described and authorized officer of the International Fidelity Insurance Company; that the seal affixed to said instrument is the Corporate Seal of said Company; that the said Corporate Seal and his signature were duly affixed by order of the Board of Directors of said Company. ,. a ..•r•y.,, ._ .', . O A H,� IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my Official Seal, / Q 'Q at the City of Newark, New Jersey the day and year first above written. j� ' NOTA�gr' 0' o A C '%� U S LSC •' ,' Notary Public My Commission Expires April 14, 1988 CERTIFICATION 1, the undersigned officer of International Fidelity Insurance Company do hereby certify and that I have compared the foregoing copy of the Power of Attorney and affidavit, and the copy of the Section of the By -Laws of said Company as set forth in said Power of Attorney, with the ORIGINALS ON FILE IN THE. HOME OFFICE OF SAID COMPANY, and that the same are correct transcripts thereof, and of the whole of the said originals, and that the said Power of Attorney has not been revoked and is now in full force and effect. 1N TESTIMONY WHEREOF, I have hereunto set my hand this 17 day of Sept 19 86 Assistant Secretary N i 00020 INVITATION TO BID Notice is hereby given that THE TOWN BOARD OF SOUTHOLD TOWN will accept: 1. General Construction; Plumbing; Heating and Air Conditioning and Electrical bids for the construction of: Addition to Southold Town Animal Shelter 2. General Construction; Plumbing; Heating and Air Conditioning and Electrical bids for construction of; Addition to Southold Town Animal Shelter Administration Area only -shown as Alternate #1 3. Total Contract bids for the construction of; Addition to Southold Town Animal Shelter • Kennel Area -only -shown as Alternate #2 according to the Drawings and Specifications prepared by Garrett A. Strang, Architect and described in general as: One story addition, slab on grade, of approximately two thousand square feet (2,000) floor area, with masonry bearing exterior walls; frame roof with fiberglass shingles; metal stud and gypsum board interior partitions; suspended acoustical ceiling; toilet room; oil fired hot air heating system and air conditioning; n:w electrical service and required site work. Sealed bids will be received at the office of the Town Clerk of Southold Town until 11:00 a.m. Thursday, September_18,1986 Bids will be opened and read aloud at that time and that place. Bads received after that tisfie will not be accepted. Interested par -tie are invited to attend. INVITATION TO BID 86:07 00020-1 i J Proposed Contract Documents may be examined at: Office of the Town Clerk Southold Town Main Road Southold, New York Bona fide and licensed bidders may secure copies of the proposed Contract Documents from the Office of the Town Clerk on the following basis: 1. One (1) copy of the Project Manual, including Specifications, plus two (2) sets of the prints of the Drawings, upon payment of $150.00 deposit, to Southold Town Clerk, completely refundable if the Project Manual and Drawings are returned to the Town Clerk, postpaid, in satisfactory condition, within five (5) calendar days after bid opening. 2. Additional copies of the Project Manual, including Specifications, plus additional sets of prints of the Drawings, upon payment of $75.00 per set, non-refundable. 3. No partial sets will be issued. •Bid security in the amount of ten percent (10%) of the base bid will be required to accompany bids. The Owner reserves the right to reject any or all bids and to waive irregularity in the bids and in the bidding. END OF INVITATION TO BID INVITATION TO BID 86:07 00020-2 00310 BID FORM TO: TOWN BOARD TOWN OF SOUTHOLD hE:reina ter called "Owner" 1. The undersigned, having examined the proposed Contract Doc- uments titled: ADDITION TO SOUTHOLD TOWN ANIMAL SHELTER and having visited the site and examined the conditions af- fecting the general construction contract portion of the Work, hereby proposes and agrees to furnish all labor, materials, -'equip- ment, -and appliances and to perform operations necessary to com- plete the Work as required by said proposed Contract Documents, for the stipulated sum of DOLLARS ($ ) 2. The undersigned understands and agrees to comply with and be bound by instructions to bidders issued for this Work. 3. The undersigned acknowledges receipt of Addenda numbers: 4. Enclosed with this bid is bid security in the amount of not less than 10% of the bidder's proposed Contract Sum. BIDDER: CORPORATE SEAL by Address License number License type Bid dated this day of 86:07 END OF BID FORM BID FORM 00310-1 INVITATION TO BID NOTICE IS HEREBY GIVEN that the Town Board of the Town of Southold will accept bids for the following: (1) General Construction; Plumbing; Heating and Air Con- ditioning; and Electrical Bids for the construction of: Addition to Southold Town Animal Shelter. (2) General Construction; Plumbing; Heating and Air Con- ditioning; and Electrical Bids for Construction of: Addition to Southold Town Animal Shelter — Administration Area Only — shown as Alternate # 1. (3) Total Contract Bids for the construction of. Addition to Southold Town Animal Shelter Kennel Area Only — shown as Alternate #2. According to the Drawings and Specifications prepared by Garrett A. Strang, Architect, and described in gen- eral as: One story addition, slab on grade, of approximately two thousand square feet (2,000) floor area with masonry bearing exterior walls; frame roof with Fiberglas shingles; metal stud and gypsum board interior parti- tions; suspended accoustical ceil- ing; toilet room; oil fired hot air hearing system and air condi- tioning; new electrical service and required site work. Sealed bids will be received at the Office of the Town Clerk, Town Hall, Main Road, South- old, New York until: 11:00 A.M., Thursday, September 18, 1986. Bids will be opened and read aloud at that time and that place. Bids received after that time will not be accepted. In- terested parties are invited to at- tend. Proposed Contract Documents may be examined at: Office of the Town Clerk, Southold Town Hall, Main Road, Southold, New York. Bona fide and licensed bidders may secure copies of the prop- osed Contract Documents from the Office of the Town Clerk on the following basis: (1) One copy of the Project Manual, including Specirica- tions, plus two sets of prints of the Drawings, upon payment of $150.00 deposit, to Southold Town Clerk, completely refund- able if Project Manual and Drawings are returned to the Town Clerk, post paid, in satis- factory condition, within five (5) calendar days after bid opening. (2) Additional copies of the Project Manual, including Specifications, plus additional sets of prints of the Drawings, upon payment of $75.00 per set, non-refundable. (3) No partial sets will be is- sued. Bid security in the amount of ten percent (10°G) of the base bid will be required to accompany bids. The Town of Southold reserves the right to reject any or all bids and to waive irregularity in the bids and in the bidding. DATED: August 26, 1986. JUDITH T. TERRY SOUTHOLD TOWN CLERK 1TS4-5341 STATE OF NEW YORK ) ) SS: COUNTY OF SUFFOLK ) katherine Bondarchuk of Greenport, in said County, being duly sworn, says that he/she is Principal Clerk of THE SUFFOLK TIMES, a Weekly Newspaper, published at Greenport, in the Town of Southold, County of Suffolk and State of New York, and that the Notice of which the annexed is a printed copy, has been regularly published in said Newspaper once each week for 1 weeks successively, commencing on the dayof September 19L6 Priii/cipal Clerk Sworn to b ore me his day of 19 MARY K. DEGNAN k Court Y NO.4 4��York � L����Iq EXPM'98 (� INVITATION TO BID NOTICE IS HEREBY GIVEN that the Town Board of the Town of Southold will accept bids for the following: (1) General Construction; Plumbing; Heating and Air Con- ditioning; and Electrical Bids for the construction of: Addition to Southold Town Animal Shelter. (2) General Construction; Plumbing; Heating and Air Con- ditioning; and Electrical Bids for Construction of: Addition to Southold- Tom Asiml Shelter — Administration Area Only — shown as Alternate # 1. (3) Total Contract Bids for the construction of: Addition to Southold Town Animal Shelter Kennel Area Only — shown as Alternate #2. According to the Drawings and Specifications prepared by Garrett A. Strang, Architect, and described in gen- eral as: One story addition, slab on grade, of approximately two thousand square feet (2,000) floor area with masonry bearing. exterior walls; frame roof with fiberglas shingles; metal stud and gypsum board interior parti- tions; suspended accoustical ceil- ing; toilet room; oil fired hot air hearing system and air condi- tioning; new electrical service and required site work. Sealed bids will be received at the Office of the Town Clerk, Town Hall, Main Road, South- old, New York until: 11:00 A.M., Thursday, September 18, 1986. Bids will be opened and read aloud at that time and that place. Bids received after that time will not be accepted. In- terested parties are invited to at- tend. Proposed Contract Documents may be examined at: Office of the Town Clerk, Southold Town Hall, Main Road, Southold, New York. Bona fide and licensed bidders may secure copies of the prop- osed Contract Documents from the Office of the Town Clerk on the following basis: (1) One copy of the Project Manual, including Specifica- tions, plus two sets of prints of the Drawings, upon payment of $150.00 deposit, to Southold Town Clerk, completely refund- able if Project Manual and Drawings are returned to the Town Clerk, post paid, in satis- factory condition, within five (51 calendar daysafter bid opening. (2) Additional copies of the Project Manual, including Specifications, plus additional sets of prints of the Drawings, upon payment of $75.00 per set, non-refundable. (3) No partial sets will be is- sued. Bid security in the amount of ten percent (10'%) of the base bid will be required to accompany bids. The Town of Southold reserves the right to reject any or all bids and to waive irregularity in the bids and in the bidding. DATED: August 26, 1986. JUDITH T. TERRY SOUTHOLD TOWN CLERK 1TS4-5341 STATE OF NEW YORK ) ) SS: COUNTY OF SUFFOLK ) Katherine Bondarchuk of Greenport, in said County, being duly sworn, says that he/she is Principal Clerk of THE SUFFOLK TIMES, a Weekly Newspaper, published at Greenport, in the Town of Southold, County of Suffolk and State of New York, and that the Notice of which the annexed is a printed copy, has been regularly published in said Newspaper once each week for weeks successively, commencing on the 4 day of September 19$6 4 7 f/ Principal Clerk Sworn tofore me his Is of 19 MARY K DFUNAN GARY PUBLIC, Stats 8t New York Suffolk County No. 4849860 Term Expres Feb►ua X19.' INVITATION TO BID NOTICE IS HEREBY GIVEN that the Town Board of the Town of Southold will ac- cept bids for the following: (1) General Construction; Plumbing; Heating and Air Conditioning; and Electrical Bids for the construction of: Addition to Southold Town Animal Shelter. (2) General Construction; Plumbing; Heating and Air Conditioning; and Electrical Bids for Construction of: Addi- tion to Southold Town Animal Shelter -Administration Area Only -shown as Alternate No. 1. (3) Total contract Bids for the construction of: Addition to Southold Town Animal Shelter Kennel Area Only -shown as Alternate No. 2. according to the Drawings and specifications prepared by Garrett A. Strang, Architect, and described in general as: One story addition, slab on grade, of approximately two thousand square feet (2,000) floor area with masonry bearing exterior walls; frame roof with fiberglas shingles; metal stud and gypsum board interior par- tition; suspended acoustical ceil- ing; toilet room; oil fired hot air hearing system and air condi- tioning; new electrical service and required site work. Sealed bids will be received at the Office of the Town Clerk, Town Hall, Main Road, Southold, New York until: 11:00a.in., Thursday, September 18, 1986. Bids will be opened and read aloud at that time and that place. Bids received after that time will not be accepted. In- terested parties are invited to attend. Proposed Contract Documents may be examined at: Office of the Town Clerk, Southold Town Hall, Main Road, Southold, New York. Bona fide and licensed bid- ders may secure copies of the proposed Contract Documents from the Office of the Town Clerk on the following basis: (1) One copy of the Project Manual, including Specifica- tion, plus two sets of prints of the Drawings, upon payment of $150.00 deposit, to Southold Town Clerk, completely refun- dable if Project Manual and Drawings are returned to the Town Clerk, post paid, in satisfactory condition, within five (5) calendar days after bid opening. (2) Additional copies of the Project Manual, including Specification, plus additional sets of prints of the Drawings, upon payment of $75.00 per set, non-refundable. (3) No partial sets will be . issued. Bid security in the amount of ten percent (10%) of the base bid will be required to accom- pany bids. The Town of Southold reserves the right to reject any of all bids and to waive ir- regularity in the bids and in the bidding. DATED: August 26, 1986. JUDITH T. TERRY SOUTHOLD TOWN CLERK IT -9/4/86(5) COUNTY OF SUFFOLK STATE OF NEW YORK ss: Patricia Wood, being duly sworn, says that she is the Editor, of THE LONG ISLAND TRAVELER -WATCHMAN, a public newspaper printed at Southold, in Suffolk County; and that the notice of which the annexed is a printed copy, has been published in said Long Island Traveler -Watchman once each week for ........................... weeks successively, commencing on the ...................... day o ..r: Ate.-.., 19. k. C. . - Sworn to before me this ............./ ....... day of 119 . ..E . ................. <........... , ............ Notary Public .`: %R'3A21 FORMES Notary i Ln atn of New York in Suffolk County (, (AIni si n Expires �� 3,/ 19 �'� COUNTY OF SUFFOLK ss: STATE OF NEW YORK Patricia Wood, being duly sworn, says that she is the Editor, of THE LONG ISLAND TRAVELER -WATCHMAN, a public newspaper printed at Southold, in Suffolk County; and that the notice of which the annexed is a printed copy, has been published in said Long Island Traveler -Watchman once each week for .......................... weeks successively, commencing on the ..................... . day ,19.�. f` t Sworn to before me this ............. day of .... y>. ....... ,19..... .................. /: F`��........... Notary Public BARBARA FORBES Notary'ublic, State of New York No. 4806846 Q,aal Pied in Suffolk County Commission Expires 3,119 cF'fi INVTi'ATION TO BID NOTICE IS. HEREBY GIVEN that the Town Board of the Town of Southold will ac- cept bids for the following: (1) General Construction; Plumbing; Heating and Air Conditioning; and Electrical Bids, for the construction of: Addition to Southold Town Animal Shelter. (2) General Construction; Plumbing; Heating and Air Conditioning; and Electrical Bids for Construction of: Addi- tion to Southold Town Animal Shelter -Administration Area Only -shown as Alternate No. 1. (3) Total contract Bids for the construction of: Addition to Southold Town Animal Shelter Kennel Area Only -shown as Alternate No. 2. according to the Drawings and specifications prepared by Garrett A. Strang, Architect, and described in general as: One story addition, slab on grade, of approximately two thousand square feet (2,000) floor area with masonry bearing exterior walls; frame roof with fiberglas shingles; metal stud and gypsum board interior par- tition; suspended acoustical ceil- ing; toilet room; oil fired hot air hearing system and air condi- tioning; new electrical service and required site work. Sealed bids will be received at the Office of the Town Clerk, „ Town Hall, Main Road, Southold, New York until: 11 r00a.m., Thursday, September 18, 1986. Bids will be opened and read aloud at that time and that place. Bids received after that time will not be accepted. In- terested parties are invited to attend. Proposed Contract Documents may be examined at: Office of the Town Clerk, Southold Town Hall, Main Road, Southold, New York. Bona fide and licensed bid- ders may secure copies of the proposed Contract Documents from the Office of the Town Clerk on the following basis: (1) One copy of the Project Manual, including Specifica- tion, plus two sets of prints of the Drawings, upon payment df $150.00 deposit, to Southold Town Clerk, completely refun- dable if Project Manual and Drawings are returned to the Town Clerk, post paid, in satisfactory condition, within five (5) calendar days after bid opening. (2) Additional copies of the Project Manual, including Specification, plus additional sets of prints of the Drawings, upon payment of $75.00 per set, non-refundable. (3) No partial, sets will be issued. Bid security in the amount of ten percent (10%) of the base bid will be required to accom- pany bids. The 'Town of Southold reserves the right to reject any of all bids and to waive ir- regularity inthe bids and in the bidding. DATED: August 26, 1986. JUDITH T. TERRY SOUTHOLD TOWN CLERK 1T-9/4/86(5) COUNTY OF SUFFOLK STATE OF NEW YORK ss: Patricia Wood, being duly sworn, says that she is the Editor, of THE LONG ISLAND TRAVELER -WATCHMAN, a public newspaper printed at Southold, in Suffolk County; and that the notice of which the annexed is a printed copy, has been published in said Long Island Traveler -Watchman once each week for ..................... .... weeks successively, commencing on the ..................... . . . . Sworn to before me this ..................... day of Wit .......... 19' ................. �'t_ :......... . Notary Public BARBARA FORBES Notary F'abiir, State of New York Nn. 4`'Y: -.16 Qraiifi,i l in ,�,Gffolk County Ccnrrni5s:on Expires "?,19 ;'' - COUNTY OF SUFFOLK ss: STATE OF NEW YORK Patricia Wood, being duly sworn, says that she is the Editor, of THE LONG ISLAND TRAVELER -WATCHMAN, a public newspaper printed at Southold, in Suffolk County; and that the notice of which the annexed is a printed copy, has been published in said Long Island Traveler -Watchman once each week for ........................... weeks C� successively, commencing on the ...................... da .. 19 . . .. .. ....... ............. Sworn to before me this ............ ...... day of e��..... ,19. Notary Public BARBARA FORBES Notary Public, State of New York No. 4806846 Qualified in Suffolk County Commission Expires 40-7 3119 d' S STATE OF NEW YORK: SS: COUNTY OF SUFFOLK: JUDITH T. TERRY, Town Clerk of the Town of Southold, New York, being duly sworn, says that she is over the age of twenty-one years; that on the 28th day of August 1986 , she affixed a notice of which the annexed printed notice is a true copy, in a proper and substantial manner, in a most public place in the Town of Southold, Suffolk County, New York, to wit: Town Clerk Bulletin Board Southold, New York 11971. Southold Town Hall, Main Road, Invitation to Bid: Southold Town Animal Shelter , General Construction plus two_ alternates (administration area only S kennel area only) . Bid opening: 11:00 A.M., Thursday, September 18, 1986, Southold Town Hall. Sworn to before me this 28th day of August 19 86 Notary Publi ELIZABETH ANN NEVILLE Notarryy Public, State of New York No. 52-8126850, Suffolk Cc Term Expires October 31, 1M Judith T. Terry Southold Town Clerk INVITATION TO BID NOTICE IS HEREBY GIVEN that the Town Board of the Town of Southold will accept bids for the following: (1) General Construction; Plumbing; Heating and Air Conditioning; and Electrical Bids for the construction of: Addition to Southold Town Animal Shelter. (2) General Construction; Plumbing; Heating and Air Conditioning; and Electrical Bids for Construction of: Addition to Southold Town Animal Shelter - Administration Area Only - shown as Alternate #1. (3) Total Contract Bids for the construction of: Addition to Southold Town Animal Shelter Kennel Area Only - shown as Alternate #2. according to the Drawings and Specifications prepared by Garrett A. Strang, Architect, and described in general as: One story addition, slab on grade, of approximately two thousand square feet (2,000) floor area with masonry bearing exterior walls; frame roof with fiberglas shingles; metal stud and gypsum board interior partitions; suspended acoustical ceiling; toilet room; oil fired hot air hearing system and air conditioning; new electrical service and required site work. Sealed bids will be received at the Office of the Town Clerk, Town Hall, Main Road, Southold, New York until: 11:00 A.M., Thursday, September 18, 1986. Bids will be opened and read aloud at that time and that place. Bids received after that time will not be accepted. Interested parties are invited to attend. Proposed Contract Documents may be examined at: Office of the Town Clerk, Southold Town Hall, Main Road, Southold, New York. Bona fide and licensed bidders may secure copies of the proposed Contract Documents from the Office of the Town Clerk on the following basis: Page 2 - Bid Notice - Dog Shelter (1) One copy of the Project Manual, including Specifications, plus two sets of prints of the Drawings, upon payment of $150.00 deposit, to Southold Town Clerk, completely refundable if Project Manual and Drawings are returned to the Town Clerk, post paid, in satisfactory condition, within five (5) calendar days after bid opening. (2) Additional copies of the Project Manual, including Specifications, plus additional sets of prints of the Drawings, upon payment of $75.00 per set, non-refundable. (3) No partial sets will be issued. Bid security in the amount of ten percent (10%) of the base bid will be required to accompany bids. The Town of Southold reserves the right to reject any or all bids and to waive irregularity in the bids and in the bidding. DATED: August 26, 1986. JUDITH T. TERRY SOUTHOLD TOWN CLERK PLEASE PUBLISH ONCE, SEPTEMBER 4, 1986, AND FORWARD TWO (2) AFFIDAVITS OF PUBLICATION TO JUDITH T. TERRY, TOWN CLERK, TOWN HALL, MAIN ROAD, SOUTHOLD, NEW YORK 11971. Copies to the following: The Long Island Traveler -Watchman The Suffolk Times Town Board Members Garrett A. Strang, Architect The North Fork Animal Welfare League, Inc. Dodge Reports INVITATION TO BID NOTICE IS HEREBY GIVEN that the Town Board of the Town of Southold will accept bids for the following: (1) General Construction; Plumbing; Heating and Air Conditioning; and Electrical Bids for the construction of: Addition to Southold Town Animal Shelter. (2) General Construction; Plumbing; Heating and Air Conditioning; and Electrical Bids for Construction of: Addition to Southold Town Animal Shelter - Administration Area Ohly - shown as Alternate #1. (3) Total Contract Bids for the construction of: Addition to Southold Town Animal Shelter Kennel Area Only - shown as Alternate #2. I I according to the Drawings and Specifications prepared by Garrett A. Strang,' Architect, and described in general as: One story addition, slab on grade, of approximately two thousand square feet (2,000) floor area with masonry bearing exterior walls; frame roof with fiberglas shingles; metal stud and gypsum board interior partitions;' suspended acoustical ceiling; toilet room; oil fired hot air hearing system and air conditioning; new electrical service and required site work. Sealed bids will be received at the Office of the Town Clerk, Town Hall, Main Road, Southold, New York until: 11:00 A.M., Thursday, September 18, 1986. Bids will be opened and read aloud at that time and that place. Bids received after that time will not be accepted. to attend. I Interested parties are invited Proposed Contract Documents may be examined at: Office of the Town Clerk, Southold Town Hall, Main Road, Southold, New York. Bona fide and licensed bidders may secure copies of the proposed Contract Documents from the Office of the Town Clerk on the following basis: Page 2 - Bid Notice - Dog Shelter ' (1) One copy of the Project Manual, including Specifications, plus two sets of prints of the Drawings, upon payment of $150.00 deposit, to Southold Town Clerk, completely refundable if Project Manual and Drawings are returned to the Town Clerk, post paid, in satisfactory condition, within five (5) calendar days after bid opening. (2) Additional copies of the Project Manual, including Specifications, plus additional sets of prints of the Drawings, upon payment of $75.00 per set, non-refundable. (3) No partial sets will be issued. Bid security in the amount of ten percent (10%) of the base bid will be required to accompany bids. The Town of Southold reserves the right to reject any or all bids and to waive irregularity in the bids and in the bidding. DATED: August 26, 1986. JUDITH T. TERRY SOUTHOLD TOWN CLERK PLEASE PUBLISH ONCE, SEPTEMBER 4, 1986, AND FORWARD TWO (2) AFFIDAVITS OF PUBLICATION TO JUDITH T. TERRY, TOWN CLERK, TOWN HALL, MAIN ROAD, SOUTHOLD, NEW YORK 11971. Copies to the following: The Long Island Traveler -Watchman The Suffolk Times Town Board Members Garrett A. Strang, Architect The North Fork Animal Welfare League, Inc. Dodge Reports INVITATION TO BID NOTICE IS HEREBY GIVEN that the Town Board of the Town of Southold will accept bids for the following: (1) General Construction; Plumbing; Heating and Air Conditioning; and Electrical Bids for the construction of: Addition to Southold Town Animal Shelter. (2) General Construction; Plumbing; Heating and Air Conditioning; and Electrical Bids for Construction of: Addition to Southold Town Animal Shelter - Administration Area Only - shown as Alternate #1. (3) Total Contract Bids for the construction of: Addition to Southold Town Animal Shelter Kennel Area Only - shown as Alternate #2. j according to the Drawings and Specifications prepared by Garrett A. Strang, Architect, and described in general as: One story addition, slab on grade, of approximately two thousand square feet (2,000) floor area with masonry bearing exterior walls; frame roof with fiber las shingles; metal stud and sum board interior 9 g gyp partitions; suspended acoustical ceiling; toilet room; oil fired hot air hearing system and air conditioning; new electrical service and required site work. Sealed bids will be received at the Office of the Town Clerk, Town Hall, Main Road, Southold, New York until: 11:00 A.M., Thursday, September 18, 1986. Bids will be opened and read aloud at that time and that place. Bids I received after that time will not be accepted. Interested parties are invited to attend. Proposed Contract Documents may be examined at: Office of the Town Clerk, Southold Town Hall, Main Road, Southold, New York. Bona fide and licensed bidders may secure copies of the proposed Contract Documents from the Office of the Town Clerk on the following basis: Page 2 - Bid Notice - Dog Shelter (1) One copy of the Project Manual, including Specifications, plus two sets of prints of the Drawings, upon payment of $150.00 deposit, to Southold Town Clerk, completely refundable if Project Manual and Drawings are returned to the Town Clerk, post paid, in satisfactory condition, within five (5) calendar days after bid opening. (2) Additional copies of the Project Manual, including Specifications, plus additional sets of prints of the Drawings, upon payment of $75.00 per set, non-refundable. (3) No partiai sets will' be issued. Bid security in the amount of ten percent (10%) of the base bid will be required to accompany bids. The Town of Southold reserves the right to reject any or all bids and to waive irregularity in the bids and in the bidding. DATED: August 2.6, 1986. JUDITH T. TERRY SOUTHOLD TOWN CLERK PLEASE PUBLISH ONCE, SEPTEMBER 4, 1986, AND FORWARD TWO (2) AFFIDAVITS OF PUBLICATION TO JUDITH T. TERRY, TOWN CLERK, TOWN HALL, MAIN ROAD, SOUTHOLD, NEW YORK 11971. Copies to the following: The Long Island Traveler -Watchman The Suffolk Times Town Board Members Garrett A. Strang, Architect The North Fork Animal Welfare League, Inc. Dodge Reports 00020 INVITATION TO BID Notice is hereby given that THE TOWN BOARD OF SOUTHOLD TOWN will accept: 1) General Construction; Plumbing, Heating and Air Conditioning; and Electrical Bids for the construction of; Addition to Southold Town Animal Shelter 2) General Construction; Plumbi-g; Heating and Air Conditioning; and Electrical Bids for construction of; Addition to Southold Town Aninial Shelter Administration Area Only -shown as a ternate # 1 3) Total Contract Bids for the construction of; Addition to Southold Town Animal Shelter Kennel Area -Only -shown as alternate # 2 according to the Drawings and Specifications prepared by Garrett A. Strang, Architect and described in general as: One story addition, slab on grade, of approximately two thousand square feet (2,000) floor area with masonry bearing exterior walls; frame roof with fiberglas shingles; metal stud and gypsum board interior partitions; suspended acoustical ceiling; toilet room; oil fired hot air heating system and air conditioning; new electrical service and required site work. Sealed bids will be received at the office of the Town Clerk of Southold Town until: 11:00 A.M. Thursday, 1986 Bids will be opened and read aloud at that time and that place. Bids received after that time will not be accepted. Interested parties are invited to attend. INVITATION TO BID 86:07 00020-1 Proposed Contract Documents may be examined at: Office of the Town Clerk Southold Town Main Road Southold, New York Bona fide and licensed bidders may secure copies of the pro- posed Contract Documents from the office of the Town Clerk on the f olloaAng basis: 1. One copy of the Project Manual, including Specifications, plus two sets of prints of the Drawing ss_upon payment of _______$150.00 deposit, to Southold_Tawn_Clerk, completely refundable if Project _Manual and Drawings are returned to the Town Clerk, post paid, in satisfactory condition, within five (5) calendar days after bid opening. 2. Additional copies of the Project Manual, including Specifications, plus 'additional sets of prints of thE! Drawings, upon payment of $75.00 per set, non-refundable. 3. No partial sets will be issued. Bid security in the amount of 10% of the base bid will be required to accompany kids. The Owner reserves,the right to reject any or all bids and to waive irregularity in the bids and in the bidding. END OF INVITATION TO BII) INVITATION TO BID 86:07 00020-2 RECWW SEP 8 198 Tom" C4,1"Co" Construction Corp. 9 Carto Circle, Deer Park, NY 11729 Nassau (516) 796-8888 Suffolk (516) 277-0046 September 3, 1986 Ms. Judith T. Terry office of the Town Clerk Southold Town Hall Main Road Southold, New York 11971 Re: Southold Town Doq Shelter Dear Ms. Terry: Nap -Vel Construction Corporation would appreciate the opportunity to submit a bid for the concrete work re- quired at the above and/or for any other projects contem- plated by you on Long Island. If you feel that we might be of assistance.,at this time, or in the future, please do'hot hesitate to contact US. Very truly yours, NAP -VEL CONSTRUCTION CORP. J Napoli, President JN/lb PROJECT MANUAL including Specifications for construction of TOWN OF SOUTIiOLD ANIMAL SHELTER 7 Prepared by GARRETT A. STRANG Architect 54655 Main Road, PO Box 1412 Southold, New York 11971 (516) 765-5455 Architect's Job Number 86:07 Date of Issue July 7, 1986 COVER PAGE 00001-1 U 00002 PROJECT DIRECTORY Owner: Town of Southold Town Hall Main Road Southold, New York 11971 Francis Murphy, Supervisor Architect:, Garrett A. Strang, R.A. 54655 Main Road P.O. Box 1412 Southold, New York 11971 516-765-5455 Mechanical Engineer: Guldi and Showers, P.E. 1111 Riverhead Road Westhampton, New York 11977 516-288-6201 Electrical Engineer: Guldi and Showers, P.E. 1111 Riverhead Road Westhampton, New York 11977 516-288-6201 END OF PROJECT DIRECTORY 0 PROJECT DIRECTORY 86:07 00002-1 • • 00005 TABLE OF CONTENTS INTRODUCTORY PAGES 00001 Cover Page 00002 Project Directory 00005 Table of Contents 00020 Invitation to Bid 00100 Instructions to Bidders 00310 Bid Form 00320 Statement of Non -Collusion 00330 Affirmative Action Certification 00340 Offer of Surety/Bid Bond 00440 Substitution Listing 00500 Form of Agreement 00600 Construction Bond Forms 00700 General Conditions 00800 Supplementary Conditions 00830 Equal Employment Opportunity Program DIVISION 1 - GENERAL REO�UIREMENTS: 01045 Cutting and Patching 01152 Applications for Payment 01153 Change Order Procedure 01200 Project Meetings 01310 Construction Schedules 01340 Submittals and Substitutions 01370 Schedule of Values 01410 Testing Laboratory Services 01500 Temporary Facilities and Controls 01640 Product Handling 01700 Contract Closeout 01710 Cleaning 01720 Project Record Documents DIVISION 2 - SITE WORK: 02070 Selective Demolition 02110 Clearing 02220 Excavating, BadWilling and Compacting 02221 Trenching, Backfilling and Compacting 02722 Sanitary Sewerage System DIVISION 3 - CONCRETE: 03300 Cast -In -Place Concrete 03375 Concrete Sealing DIVISION 4 - MASONRY: 04220 Concrete Unit Masonry TABLE OF CONTENTS 86:07 00005-1 0 Table of Contents DIVISION 5 - METALS: 05500 Metal Fabrications DIVISION 6 - WOODS AND PLASTICS: 06010 Lumber 06100 Rough Carpentry 06200 Finish Carpentry DIVISION 7 - THERMAL AND MOISTURE PROTECTION: 07125 Water Repellant Coatings 07210 Building Insulation 07311 Fiberglass -Based Asphalt Shingles 07600 Flashing and Sheet Metal 07811 Plastic Skylights 07920 Sealants and Calking DIVISION 8 - DOORS AND WINDOWS: 08100 Metal Doors and Frames 08540 Vinyl Clad Wood Windows 08710 Finish Hardware DIVISION 9 - FINISHES: 09110 Metal Stud System 09260 Gypsum Wallboard System 09310 Ceramic Tile 09510 Acoustical Ceilings 09665 Resilient Sheet Flooring 09900 Painting DIVISION 10 - SPECIALTIES: 10521 Portable Fire Extinguishers 10800 Toilet Room Accessories DIVISION 15 - MECHANICAL: 15400 Plumbing 15600 Air Conditioning, Heating & Ventilation DIVISION 16 - ELECTRICAL: 16400 Electrical • END OF SECTION 86:07 TABLE0000�22TENTS 0 00020 INVITATION TO BID Notice is hereby given that THE TOWN BOARD OF SOUTHOLD.TOWN will accept: 1. General Construction; Plumbing; Heating and Air Conditioning and Electrical bids for the construction of: Addition to Southold Town Animal Shelter 2. General Construction; Plumbing; Heating and Air Conditioning and Electrical bids for construction of Addition to Southold Town Animal Shelter Administration Area only -shown as Alternate #1 3. Total Contract bi(14 for the construction of; Addition to Southold Town Animal Shelter • Kennel_ Area only -shown as Alternate #2 according to the Drawings and Specifications prepared by Garrett A. Strang, Architect and described in general as: One story.addition, slab on grade, of approximately two thousand square feet (2,000) floor area, with masonry bearing exterior walls; frame roof with fiberglass shingles; metal stud and gypsum board interior partitions; suspended acoustical ceiling; toilet room; oil fired hot air heating system and air conditioning; new electrical service andrequired site work. Sealed bids will be received at --the office of the Town Clerk of Southold Town until 11:00 a.m. Thursday, September 18, 1986 Bids will be opened and read aloud at that time and that place. Bids received after that gime will not be accepted. Interested part • are invited to attend. INVITATION TO BID 86:07 00020-1 J Proposed Contract Documents may be examined at: Office of the Town Clerk Southold Town Main Road. Southold, New York Bona fide and licensed bidders may secure copies of the proposed Contract Documents from the Office of the Town Clerk on the following basis: 1. One (1) copy of the Project Manual, including Specifications, plus two (2) sets of the prints of the Drawings, upon payment of $150.00 deposit, to Southold Town Clerk, completely refundable if the Project Manual and Drawings are returned to the Town Clerk, postpaid, in satisfactory condition, within five (5) calendar days after bid opening. 2. Additional copies of the Project Manual, including Specifications, plus additional sets.of prints of the Drawings, upon payment of $75.00 per set, non-refundable. 3. No partial sets •will be issued. •Bid security in the amount of ten percent (10%) of the base bid will be required to accompany bids. The Owner.reserves the right to reject any or all bids and to waive irregularity in the bids and in the bidding. END,OF INVITATION TO BID INVITATION TO BID 86:07 00020-2 0 00100 INSTRUCTIONS TO BIDDERS 1. THE WORK ADDITION TO THE SOUTHOLD TOWN ANIMAL SHELTER 2. SECURING DOCUMENTS Copies of the proposed Contract Documents may be obtained from: TOWN CLERK OF SOUTHOLD TOWN Main Road Southold, New York 11971 upon the conditions set: forth in tne.invitati.on to bid. .3. BID FORM In order to receive consideration, make bids in strict ac- cordance with the following. A. Make bids upon the forms provided therefore, properly signed and with all. items filled out. Do not change the wording of the bid form, and do not add words to the bid form. Unauthorized conditions, limitations, or provisions attached to the bid will be cause for rejection of the bid. If alterations by erasure or interlineation are made for any reason, explain over such erasure or interlineation with a signed state- ment from the bidder. B. No telegraphic bi.t or te;�.graphic modification of a bid will be considE�red.. No bids received after the time fixed for receiving them will be considered. Late bids will be returned to the bidder unopened. C. Address bids to the Owner, and deliver to the address given in the invitation to bid on or before the day and 'hour set for opening the bids. Enclose ea2h bid in a sealed envelope bearing the title of the Work, • the name of the bidder, and the date and hour of the bid opening. Submit only the original signed copy of the bid. It is the sole responsibility of the bidder to see that his bid is received on time. INSTRUCTIONS TO BIDDERS 86:07 00100-1 w 4. BONDS A. Bid security in the amount stated in the invitation to bid must accompany each bid. The successful bidder's security will be retained until he has signed the Con- tract and has furnished the required Certificates of Insurance. B. The Owner reserves the right to retain the security of all bidders until the successful bidder enters into the Contract or until 30 days after bid opening, whichever_ is sooner. Other bid security will be returned as soon as practicable. If any bidder refuses to enter into a Contract, the Owner may retain his bid security as liquidated damages but not as a penalty. C. Prior to signing the Contract, the Owner may require the successful bidder to secure and post a Labor and Materials Payment Bond and a Performance Bond, each in the amount of 100% of the Contract Sum, and each on the form provided therefore in the Project Manual.. Such bonds shall be issued by Surety acceptable to the Owner. Costs of such bonds will be added to the agreed Contract Sum. 5. - EXAMINATION OF DOCUMENTS AND SITE OF WORK Before submitting a bid, each bidder shall examine the Draw- ings carefully, shall read the Specifications and all other proposed Contract Documents, and shall visit the site of the Work. Each bidder shall fully inform himself prior to bid- ding as to.;existing conditions and limitations under which the Work is to be performed, and shall include in his bid a sum to cover the cost of items necessary to perform the Work as set forth in the proposed Contract Documents. No allowance will be made to a bidder because of lack of such examination or knowledge. The submission of a bid will be considered as conclusive ev(?ence that the bidder has made such examination. 6. PROOF OF COMPETENCY OF BIDDER A bidder may be required to furnish evidence satisfactory to the Owner that he and his proposed subcontractors have sufficient means and experience in the types of work called for to assure completion of the Contract in a satisfactory manner. 7. WITHDRAWAL OF BIDS A. A bidder may withdraw his bid, either personally or by written regoest, at any time prior to the scheduled time for opening bids. INSTRUCTI')NS TO BIDDERS 86:07 00100-2 s B. No bidder may withdraw his bid for a E%c_iiod of Hitrty calendar days after the date set for opening thereof, and bids shall be subject to acceptance by the Owner during this period. 8. AWARD OR REJECTION OF BEDS The Contracts,if awarded, will be awarded to the responsi- ble bidder who has proposed the lowest Contract Sum, sub- ject_ to the Owner's right to reject any or all bids and to waive informality and irregularity in the bids and in the bidding. 9. EXECUTION OF AGREEMENT A. The form of Agreement which the successful bidder will be required to execute is included in the Project i4an- ual. B. The bidder to whom the Contract is awarded shall, with- in fifteen calendar days after notice of award and re- ceipt of Agreement forms from the Owner, sign and de- liver required copies to the Owner. C. At or prior to delivery of the signed. Agreement, the bidder to whom the Cdnt'ract is awarded shall deliver to the Owner those Certificates of Insurance required by the Contract Documents and such Labor and Materials Payment Bonds and Performance Bond as are required by the Owner. D. Bonds and Certificates of Insurance shall be approved by the Owner before the successful bidder may proceed with the Work, Failure or refusal to provide Bonds or Certificates of Insurance in a form satisfactory to the Owner shall subject the successful bidder to loss of time from the allowable construction period equal to the time of delay in furnishing the required mate- rial. 10. INTERPRETATION OF CONTRACT DOCUMENTS PRIOR -TO BIDDING A. If any person contemplating submitting a bid for con- struction of the Work is in doubt as to the true mean- ing of any part of the proposed Contract Documents, or finds discrepancies in or omissions from any part of the proposed Contract Documents, he may submit to the • Architect a written request for interpretation thereof not later than seven days before bids will be opened. The person submitting the request shall be responsible for its prompt delivery. J INSTRUCTIONS TO BIDDERS 860 00100-3 0 B. Interpretation or correction of proposed Contract Doc- uments will be made only by Addendum and will be mailed or delivered to each general contract bidder of record. The Owner will not be respua►sible for any other expla- nations or interpretations of the proposed Cont,act Documents. 11. CONSTRUCTION TIME AND LIQUIDATED DAMAGES l.. The Agreement will include a stipulation that the Work_ be completed in a period of One Hundred Eighty (180) Calendar Days following receipt of the Owner's Notice to Proceed. END OF INSTRUCTIONS TO BIDDERS INSTRUCTIONS TO BIDDERS S 8607 00100-4 1 00310 BII) FORM TO: TOWN BOARD TOWN OF SOUTHOLD hereina ter called "Owner" 1. The undersigned, having examined the proposed Contract Doc- uments titled: ADDITION TO SOUTHOLD TOWN ANIMAL SHELTER and having visited the site and examined the conditions af- fecting the general construction contract portion of the Work, hereby proposes and agrees to furnish all labor, materials,'equip- ment,*and appliances and to perform operations necessary to com- plete the Work as required by said proposed Contract Documents, for the stipulated sum of DOLLARS ($ ) 2. The undersigned understands and agrees to comply with and be bound by instructions to bidders issued for this Work. 3. The undersigned acknowledges receipt of Addenda numbers: 4. Enclosed with this bid is bid security in the amount of not less than 10% of the bidder's proposed Contract Sum. BIDDER: ( ( ( ( CORPORATE SEAL ( ( ( Bid dated this 86:07 by Address License number License type day of END OF BID FORM BI:D FORM 00310-1 19 • • 00310 BID FORM TO: TOWN BOARD TOWN OF SOUTHOLD hE:reina ter called "Owner" 1. The undersigned, having examined the proposed Contract Doc- uments titled: ADDITION TO SOUTHOLD TOWN ANIMAL SHELTER and having visited the site and examined the conditions af- i'ecting the plumbing contract portion of the Work, hereby proposes and agrees to furnish all labor, materials,'equii inent,-and appliances and to perform operations necessary to com- plete the Work as required by said proposed Contract Documents, for the stipulated sum of _DOLLARS ($ ) 2. The undersigned understands and agrees to comply with and be bound by instructions to bidders issued for this Work. 3. The undersigned acknowledges receipt of Addenda numbers: 4. Enclosed with this bid is bid security in the amount of not less than.10% of the bidder's proposed Contract Sum. BIDDER: CORPORATE SEAL Bid dated this 86:07 by_� Address License number License type day of END OF BID FORM BID FORM 00310-1 19 0 • .1 00310 BID FORM TO: TOWN BOARD TOWN OF SOUTHOLD hF:reina ter called "Owner" 1. The undersigned, having examined the proposed Contract Doc- uments titled: ADDITION TO SOUTHOLD TOWN ANIMAL SHELTER and having visited the site and examined the conditions af- fecting the heating and air conditioning contract portion of Wor hereby proposes and agrees to furnish all labor, materials,'equil went, and appliances and to perform operations necessary to com- plete the Work as required by said proposed Contract Documents, for the stipulated sum of _40LLARS 2. The undersigned understands and agrees to comply with and • be bound by instructions to bidders issued for this Work. 3. The undersigned acknowledges receipt of Addenda numbers: 4. Enclosed with this bid is bid security in the amount of not less than 10% of the bidder's proposed Contract Sum. BIDDER: ( ) ( ) by- ( CORPORATE SEAL ) Address ( ) ( ) ( ) License number Bid dated this 86:07 License type day of END OF BID FORM BID FORM 00310-1 19 n U • 00310 BID FORM TO: TOWN BOARD TOWN OF SOUTHOLD the:reina ter called "Owner" 1. The undersigned, having examined the proposed Contract Doc- uments titled: ADDITION TO SOUTHOLD TOWN ANIMAL SHELTER and having visited the site and examined the conditions af- fecting the electrical contract portion of the Work, hereby proposes and agrees to furnish ail labor, materials,`equij ment,-and appliances and to perform operations necessary to com- plete the Work as required by said proposed Contract Documents, for the stipulated sum of DOLLARS ($ ) 2. The undersigned understands and agrees to comply with and be bound by instructions to bidders issued for this Work. 3. The undersigned acknowledges receipt of Addenda numbers: 4. Enclosed with this bid is bid security in the amount of not less than 10% of the bidder's proposed Contract Sum. BIDDER: ( ) ( ) by ( ) ( CORPORATE SEAL ) Address ( ) ( ) ( ) License number _ • License type Bid dated this day of _19 86:07 END OF BID FORM BID FORM 00310-1 • 0031.0 BID FORM TO: TOWN BOARD TOWN OF SOUTHOLD hereina ter called "Owner" 1. The undersigned, having examined the proposed Contract Doc- uments titled: ADDITION TO SOUTHOLD TOWN ANIMAL SHELTER Administration Area only -shown as Alternate #1 and having visited the site and examined the conditions af- fecting the general construction contract portion of the Work, hereby proposes and agrees to furnish all labor, materials,'equil ment,'and appliances and to perform operations necessary to com- plete the Work as required by said proposed Contract Documents, for the stipulated sum of DOLLARS ($ ) 2.The undersigned understands and agrees to comp;.y with and be bound by instructions to bidders issued for this Work. 3. The undersigned acknowledges receipt of Addenda numbers: 4. Enclosed with this bid is bid security in the amount of not less than 10% of the bidder's proposed Contract Sum. BIDDER: CORPORATE SEAL Bid dated this by Address License number License type day of END OF BID FORM BID FORM 86:07 00310-1 • TO: 00310 BID FORM TOWN BOARD TOWN OF SOUTHOLD h(reina ter called "Owner" 1. The undersigned, having examined the proposed Contract Doc- uments titled: ADDITION TO SOUTHOLD TOWN ANIMAL SHELTER Admn-istration Area only -shown as Alternate #1 and having visited the site and examined the conditions af- fecting the plumbincf contract portion of the Work, hereby proposes and agrees to furnish all labor, materials,'equ went, ana appliances and to perform operations necessary to con plete the Work as required by said proposed Contract Documents, for the stipulated sum of DOLLARS ( $ The undersigned understands and agrees to comply with and be bound by instructions to bidders issued for this Work. The undersigned acknowledges receipt of Addenda numbers: Enclosed with this bid is bid security in the amount of not less than 10% of the bidder's proposed Contract Sum. CORPORATE SEAL BIDDER: by Address License number • License type Bid dated this day of END OF BID FORM BID FORM 00310-1 19 2. 1 3. 4. DOLLARS ( $ The undersigned understands and agrees to comply with and be bound by instructions to bidders issued for this Work. The undersigned acknowledges receipt of Addenda numbers: Enclosed with this bid is bid security in the amount of not less than 10% of the bidder's proposed Contract Sum. CORPORATE SEAL BIDDER: by Address License number • License type Bid dated this day of END OF BID FORM BID FORM 00310-1 19 • TO: 1. 2, 3. 00310 BID FORM TOWN BOARD TOWN OF SOUTHOLD hc:reina ter called "Owner" The undersigned, having examined the proposed Contract Doc- umonts titled: ADDITION TO SOUTHOLD TOWN ANIMAL SHELTER Administration Area cin y -s own as Alternate #1 and having visited the site and examined the conditions af- f'ecting the heating and air conditioning contract portion of We hereby proposes and agrees to furnish all labor, materials,'equ went, and appliances and to perform operations necessary to com plete the Work as required by said proposed Contract Documents, for the stipulated sum of _DOLLARS The undersigned understands and agrees to comply with and be bound by instructions to bidders issued for this Work. The undersigned acknowledges receipt of Addenda numbers: 4. Enclosed with this bid is bid security in the amount of not less than 10% of the bidder's proposed Contract Sum. BIDDER: ( ) ( ) by ( CORPORATE SEAL ) Address . ( ) License number • License type Bid dated this day of 19 END OF BID FORM J BID FORM nnJin-i 0 • TO: 1. 2, 3. 00310 BID FORM TOWN BOARD TOWN OF SOUTHOLD F-t:reina ter called. "Owner" The undersigned, having examined the proposed Contract Doc- uments titled: ADDITION TO SOUTHOLD TOWN ANIMAL SHELTER Administration Area only -shown as ernate #1 and having visited the site and examined the conditions af- fecting the heating and air conditioning contract portion of Hereby proposes and agrees to furnish all labor, materials,'( i((ent,"ana appliances and to perform operations necessary to c plete the Work as required by said proposed Contract Documen, for the stipulated sum of DOLLARS The undersigned understands and agrees to comply with and be bound by instructions to bidders issued for this Work. The undersigned acknowledges receipt of Addenda numbers: 4. Enclosed with this bid is bid security in the amount of not less than 10% of the bidder's proposed Contract Sum. BIDDER: ( ) by ( ) ( CORPORATE SEAL ) Address ( ) ( ) ( ) License number • License type Bid dated this day of _19— END 9_ END OF BID FORM BID FORM Cl • 00310 BID FORM TO: TOWN ROARD TOWN OF SOUTHOLDOw__ hereinafter called "ner 1. The undersigned, having examined the proposed Contract Doc- uments titled: ADDITION TO SOUTHOLD TOWN ANIMAL SHELTER Kennel Area only -shown as Alternate #2 and having visited the site and examined the conditions af- fecting the Work, hereby proposes and agrees to furnish for all trades, all labor, materials, equipment, and appliances and to perform operations necessary to complete the Work as re- quired by said proposed Contract Documents, for the stipulated sum of DOLLARS ($ ) 2. The undersigned understands and agrees to comply with and • be bound by instructions to bidders issued for this Work. 3. The undersigned acknowledges receipt of Addenda numbers: 4. Enclosed with this bid is bid security in the amount of not less than 10% of the bidder's proposed Contract Sum. CORPORATE SEAL Bid dated this BIDDER: by Address License number License type day of 19 END OF BID FORM BID FORM 00310-1 00.320 STATEMENT OF NON -COLLUSION . . (To be Completed by Each Bidder) In accordance with Section 103-4 General Municipal Law, effective September 1, 1966, every bid or proposal hereafter made to a political subdivision of the State or any public department, agency, or official thereof or to a fire district or any agency or official thereof for work or services performed or to be performed or goods sold or to be sold, shall contain the following statement subscribed to by the bidder and affirmed by such bidder as true under the penalties of perjury; non -collusive bidding certification. G* By submission bf this bid, each bidder and each person signing on behalf of any bidder certifies, and in the case of a joint bid, each party thereto certifies as to its own organization, under penalty of perjury, that to the best of knowledge and belief: (1) The prices in this bid have been arrived at independently without collusion, consultation, communication, or agreement, for the purpose of restricting competition, as to any mpger relating to such prices with any other bidder or any competitor. (2) Unless otherwise required by law, the prices which have been quoted in this bid have not been knowingly disclosed by the bidder and will not knowingly be disclosed by the bidder prior to opening, directly or indirectly, to any other bidder or to any competitor. (3) No attempt has been made or will be made by the bidder to induce any other person, partnership, or corporation to submit or not to submit a bid for the purpose of restricting competition. b. The person signing this bid or proposal certifies that -he has fully informed himself regarding the accuracy of the statements contained in this certification, and under the statements contained in this certification, and under the penalties of perjury, affirms the truth thereof, such penalties being applicable to the bidder, as well as the person signing in its behalf.. C . That attached hereto (if a corporate bidder) is a certified copy of resolution author- izing the execution of this certificate by the signator of this bid or proposal in behalf of the corporate bidder. STATEMENT OF NON -COLLUSION 00320-1 86:07 C RESOLUTION Resolved that be (Name of Corporation) authorized to sign and submit the bid or proposal of this corporation for the following project (Describe Project) and to include in such bid or proposal the certificate as to non- collusion required by section one -hundred -three -d (103-d) of the General Municipal Law as the act and deed of such corporation, and for any inaccuracies or mis-statements in such certificate this corporate bidder shall be liable under the penalties of perjury. , The foregoing is a true and correct copy of the resolution adopted by corporation at a meeting of the Board of Directors held on the day of , 19 (SEAL OF THE CORPORATION) Laws of New York, 1965 Ch. 751, Sec. 103-d, as amended effective September 1, 1965. 00320-2 Secretary i 00330 NEW YORK STATE AFFIRMATIVE ACTION CERTIFICATION (TO BE COMPLETED BY EACH BIDDER) Bidder's Certifications: A bidder will not be eligible for award of a contract under this Invitation for Bids unless such bidder has submitted as a part of its bid the following certification, which will be deemed a part of the resulting contract: BIDDER'S CERTIFICATION (Bidder) certified that: 1. it intends to use the following listed construction trades in the work under the contract and, 2. a. as to those trades set forth in the preceding paragraph one hereof for which it is elgible under Part I of these Bid Conditions for participation in the Nassau -Suffolk County Plan it will comply with the said County area within the scope of coverage of that Plan, those trades being: and/or, b. as to those trades for which it is required by these Bid Conditions to comply with Part II of these Bid Conditions, it adopts the minimum minority manpower utilization goals and the specific affirmative action steps contained in said Part II, for all construction ( work (both state and non -state) in the afore -mentioned area subject to these Bid Conditions, those trades being: and, 3. it will obtain from each of its subcontractors and submit to the contracting or administering agency prior to the award of any subcontractor under this contract the subcontractor certification required by these Bid Conditions. (Signature of Authorized Representative of Bidder) 00330-1 • • 003,40 OFFER OF SURETY (To be Completed by Each Bidder) In the event the above Proposal is accepted and the undersigned is awarded the Contract for the work, the undersigned offers as surety for faithful performance, bond and/or bonds to project labor and material men, the following surety: SURETY COMPANY Signed (Bidder) CERTIFICATE OF SURETY to be signed -by a duly authorized official, agent or attorney of the Surety Company. In the event that the above Proposal. is accepted and the contract for the work is awarded to said (Bidder's Name) the (Surety Company) will execute the Surety Bonds as hereinbefore provided. Signed: Authorized Official, Agent, or Attorney Date: IMPORTANT: THIS PACE MUST BE FILLED OUT WHEN CERTIFIED CHECK IS SUBMITTED IN LIEU OF BID BOND, OR BID MAY BE REJECTED. 0034:0-1 • • THE AMERICAN INSTITUTE OF ARCHITECTS 0 AIA Document A310 Bid Bond KNOW ALL MEN BY THESE PRESENTS, that we (Here insert full name and address or legal title of Contractor) as Principal, hereinafter called the Principal„ and (Here insert full name and address or legal title of Surety) a corporation duly organized under the laws of the State of as Surety, hereinafter called the Surety, are held and firmly bound unto (Here insert lull name and address of legal (rile of Owner) as Obligee, hereinafter called the Obligee, in the sum of Dollars ($ ), for the payment of which sum well and truly to be made, the said Principal and the said Surety, bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has submitted a bid for (Here insert lull name, address and description of project) NOW, THEREFORE, if the Obligee shall accept the bid of the Principal and the Principal shall enter into a Contract with the Obligee in accordance with the terms of such bid, and give such bond or bonds as may be specified in the bidding or Contract Documents with good and sufficient surety for the faithful performance of such Contract and for the prompt payment of labor and material furnished in the prosecution thereof, or in the event of the failure of the Principal to enter such Contract and give such bond or bonds, if the Principal shall pay to the Obligee the difference not to exceed the penalty hereof between the amount specified in said bid and such larger amount for which the Obligee may in good faith contract with another party to perform the Work covered by said bid, then this obligation shall be null and void, otherwise to remain in full force and effect. Signed and sealed this (Witness) (Witness) day of AIA DOCUMENT A310 • BID BOND • AIA ® • FEBRUARY '1970 ED • 111E AMERICAN INSTITUTE Oi ARCHITECTS, 1736 N.Y. AVE., N.W., WASHINC.:ON, D. C. 20006 19 (Principal) (Seal) (Title) (Surety) (Seal) (Title) • 00440 SUBSTITUTION LISTING TO: TOWN -BOARD TOWN OF SOUTHO_LD hei.4inafter called "Owner" 1. Pursuant to bidding requirements for the Work titled: ADDITION TO SOUTHOLD TOWN ANIMAL SHELTER The Contract Sum proposed by the undersigned on the bid form is for the Work as shown on the Drawings, described in the Specifications, and otherwise defined in the Contract Documents. However, the undersigned proposes the following substitutions for the Owner's consideration. Should the Own,,r accept any or all of the proposed substitutions, the bidder's proposed Contract Sum will be reduced by the amount shown. 2. Specified Drawing Proposed product number reduction or or Spec Proposed in Contract material: Section: substitution: Sum: PROVIDE SIGNATURE BIDDER: IDENTICAL TO THAT SHOWN ON THE BID • FORM _ by END OF SUBSTITUTION LISTING SUBSTITUTION LISTING 86:07 00440-1 • 0 THE AMERICAN INSTITUTE OF Ak,(. IITEi _"i -'# .AIA Document A101 Standard Form of Agreement Between Owner and Contractor where the basis of payment is a STIPULATED SUM 1977 EDITION THIS DOCUMENT HAS IAtI'UKL.,..! LEGAL CONSEQULNCES, CONSULTATION wITFI AN ATTORNEY IS ENCOURAGI D bt i i H RESPECT TO 11 S COMPLE71ON OR MODIFIC/.TION Use only with the 1976 Edition of AIA Document A201, General Cond t „ns of the Contract for Construction. This document has been approved and endorsed by The Associated General Contractors of America. AGREEMENT made as of the Hundred and BETWEEN the Owner: and the Contractor: The Project: The Architect: day of in the year of Nineteen The Owner and the Contractor agree as set forth below. Copyright 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1967, 1974, © 1977 by the American Institute of Architects, 1735 New York Avenue, N.W., Washington, D. C. 20006. Reproduction of the material herein or substantial quotation of its provisions without permi+cion of the AIA violates the copyright laws of the United States and will be subject to legal prosecution. AIA DOCUMENT A101 - OWNER -CONTRACTOR AGREEKtrNT - ELEVENTH EDITION - JUNE 1977 - AIA® 07977 - THE AMERICAN INSTITUTE Of ARCHITECTS, 1735 NLW YORK AVE., N.W., WASHINGTON, D. C. 20006 A101-1977 1 0 ARTICLE 1 THE CONTRACT DOCUMENTS The Contract Documents consist of this Agreement, the Conditions of the Contract (General, Supplementary ar other Conditions), the Drawings, the Specifications, all Addenda issued prior to and all Modiltcations issued after ex cution tri this Agreement. These form the Contract, and all are as fully a part of the Contrad as if attached to tF Agreement or repeated herein. An enumeration of the Contract Documents appears in Article 7. ARTICLE 2 THE WORK The Contractor shall perform all the Work required by the Contract Documents for (Here insert the caption descriptive of the Work as used on other Contract Documents.) ARTICLE 3 TIME OF COMMENCEMENT AND SUBSTANTIAL COMPLETION The Work to be performed under this Contract shall be commenced and, subject to authorized adjustments, Substantial Completion shall be achieved not later than (Here insert any special provisions for liquidated damages relating to failure to complete on lime.) 0 AIA DOCUMENT A101 • OWNER -CONTRACTOR AGREEMENT • ELEVENTH EDITION • JUNE 1977 • AIAO ©1977 • THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVE., N.W., WASHINGTON, D. C. 20006 A101-197 ARTICLE 4 CONTRACT SUM The Ownei shall pay the Contractor in current funds for the performance of the Work, subject to additions and deduction-. by Change Order as provided in the Contract Documents, the Contract Sum of The Contr.t;•t Sum is determined as follows: (State here th, Lase bid or other lump sum amount, accepted alternates, and unit prices, as applicable.) ARTICLE 5 PROGRESS PAYMENTS Based upon Applications for Payment submitted to the Architect by the Conti actor and Certificates for Payment issued by the Architect, the Owner shall make progress Ilayrnents on account of the Contract Sum to the Contractor as pro- vided in the Contract Documents for the period ending the day of the month as follows: Not later than days following the end of the period covered by the Application for Payment percent ( %,) of the portion of the Contract Sum properly allocable to labor, materials and equipment incorporated in the Work and percent ( `%e) of the portion of the Contract Sum properly allocable to materials and equipment suitably stored it the site or at some other location agreed upon in writing, for the period covered by the Application for Payment, less the aggregate of previous payments made by the Owner; and upon Substantial Completion of [lie entire Work, a sum sufficient to increase the total payments to percent ( %,) of the Contract Sum, less such amounts as the Architect shall determine for all incomplete Work and unsettled claims as provided in the Contract Documents. (11 not covered elsewhere in the Contract Documents, here insert any provision lur limiting or reducing the amount retained alter the Work reaches a certain stage of completion.) Payments due and unpaid under the Contract Documents shall bear interest from the date payment is due at the rate • entered below, or in the absence thereof, at the legal rate prevailing at the place of the Project. (Here insert any rate of interest agreed upon.) (Usury laws and requirements under the federal Truth in lending Act, similar state and local consumer credit laws and other regulations at the Owner's and Contractor's principal places of business, the location of the Project and elsewhere may affect the validity of this provision. Specific legal advice should be obtained with respect to deletion, modification, or other requirements such as written disclosures or waivers) AIA DOCUMENT A101 - OWNER -CONTRACTOR AGREEMENT - ELEVENTH EDITION • JUNE 1977 - AIA6 01977 - THE AMERICAN INSTITUTE Of ARCHITECTS, 1735 NEW YORK AVE., N.W., WASHINGTON, D. C. 20006 A101-1977 3 • ARTICLE 6 FINAL PAYMENT Final payment, constituting the entire unpaid balance of the Contract Sum, shall be paid by the Owner to the Contractor when the Work has been completed, the Contract fully performed, and a final Certificate for Payment has been issued h, the Architect. ARTICLE 7 MISCELLANEOUS PROVISIONS 7.1 Terms U,.ecl in this Agreement which are defined in the Conditions of the Contract shall have the meanings designated in those Conditions. 7.2 The Contract Documents, which constitute the entire agreement between the Owner and the Contractor, are listed in Article 1 aud, except for Modifications issued .,iter execution of this Agreement, are enumerated as follows: (List below the A;; , vment, the Conditions ul the Contract (General, Supplementary, and other Conditions), the Drawing>, the Spv(aicaoons, and any Addenda and accepted alw.,wfes, showing page or sheet numbers in all cases and dates where applicable.) This Agreement entered into as of the day and year first written above. OWNER CONTRACTOR 0 AIA DOCUMENT A101 - OWNER -CONTRACTOR AGREEMENT - ELEVENTH EDITION - JUNE 1977 - AIA9 ©1977 - THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NLW YORK AVE., N.W., WASHINGTON, D. C. 20006 A101-1977 4 • K] THE AMERICAN INSTITUTE OF ARCHITECTS r AIA Document A311 Performance Bond KNOW ALL MEN BY THESE PRESENTS: that as Principal, hereinafter called Contractor, arid, (Here insert lull name and address or legal title of Contractor) (Here insert lull name and address or legal title of Surety) as Surety, hereinafter called Surety, are held and firmly bound unto (Here insert full name and address or legal title of Owner) as Obligee, hereinafter called Owner, in the amount of Dollars ($ ), for the payment whereof Contractor and Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, Contractor has by written agreement dated 19 , entered into a contract with Owner for (Here insert full name, address and description of project) in accordance with Drawings and Specifications prepared by (Here insert full name and address or legal tide of Architect) which contract is by reference made a part hereof, and is hereinafter referred to as the Contract. AIA DOCUMENT A311 • PFRIOR.MANCf. BOND AND LABOR AND MATERIAL PAYMENT BOND • AIA A IFBRUARY 1910 LU. • IHL AMERI( AN IN1T11UTF 01 AR( HITEC1,, 1'li ti Y. AVI., N.W., WA%HINGTON, D. C. 20006 1 n U PERFORMANCE BONI) NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that, if Contractor ,hall promptly and faithfully perform said Contract, then this obligation shall be null and void; otherwise it shall remain in full lor(e and effect. The Surety hereby waives notice of any alteration or extension of 1 -me made by the Owner. Whenever C witractor shall he, and declared by Owner to be in default under the Contract, the Owner having performed O.vner's obligations thereunder, the Surety may prompt!v iemedy the default, or shall promptly 1) Complete the Contract in accordance with its terms and conditions, or 2) Obtain a bili or bids for completing the Contract in accordance wan its terms and conditions, and upon de- termination b; Surety of the lowest responsible bidder, or, if the O%. ner elects, upon determination by the Owner and the Surety jointly of the lowest responsible bidder, arrange for a contract between such hidder and Owner, and make available as Work progresses Leven though there should be a default or a succession of defaults under the contra([ or con,ia(ts of completion arranged under this paragraph) sufficient funds to pay the cost of completion less the balance of the contract price; but not exceeding, including other costs and damages for which the Surety in.,y be liable hereunder, the amount set forth in the f i -,i p,,ragiaph hereof. the Term "balance of the contract l.i r, as used in this paragraph, shall mean the total anunint payable by Own(•r to Contractor under the Contra([ and ativ amendments thereto, less The amount properly paid by Owne• to Contra( tor. Any suit under this bund must be instituted before the expiration of two (2) years from the (late on which final payment under the Contract falls due. No right of action shall accrue on this bond to or for the use of any pccson or corporation other than the Owner named herein or the herr,, executors, adminis- trators or successors of the Owner. Signed and sealed this day of 19 �PnnupaJr V iticah flNitnr•.�) i tide) I tion•[}.) itii•au iliUrl AIA DOCUMENT A311 • PERFORMANCE BOND AND LABOR AND MATERIAE PAYMENT BOND • AIA @ IFBRUARY 1970 ED. • fHE AMERICAN INSTITUTE OF ARCHITECIS, 1735 N.Y. AVE., N.W., WASHINGTON, D. C. 20006 2 • THE AMERICAN INSTITUTE OF ARCHITECTS AIA Document A317 Labor and Material Payment Bond THIS BOND IS ISSUED SIMULTANEOUSLY WITH PERFORMANCE BOND IN FAVOR OF THE OWNER CONDITIONED ON THE FULL Attu FAITHFUL PERFORMANCE OF THE CONTRACT KNOW ALL MEN BY THESE PRESENTS: that f� as Principal, hereinafter called Principal, and, (Here insert iull name and address t•r Ir -gal title of Contractor) (Here insert full name and address or legal title of Surety) as Surety, hereinafter called Surety, are held and firmly bound unto (Here insert lull name and address or legal title of Owner) as Obligee, hereinafter called Owner, for the use and benefit of claimants as hereinbelow defined, in the amount of (Here insert a sum equal to at least one-half of the contract price) Dollars ($ for the payment whereof Principal and Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, Principal has by written agreement dated 19 , entered into a contract with Owner for (Here insert full name, address and description of project) • in accordance with Drawings and Specifications prepared by (Here insert full name and address or legal title of Architect) which contract is by reference made a part hereof, and is hereinafter referred to as the Contract. AIA DOCUMENT A311 • PERFORMANCE BOND AND LABOR AND MATERIAL PAYMENT BOND • AIA FEBRUARY 1970 ED. • THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 N.Y. AVE., N.W., WASHINGTON, D. C. 20006 3 • LABOR AND MATERIAL PAYMEN'l- BOND NOW, 1111Kl100. tilt CONl)IIION u1 1111S uetl(.Al1ON is such that, if Principal shall promptly make payment to all claimants as here.nafter defined, for all labor and m,)terial used or reasonably required for use in the performance of the Contra(l, then thy•. obligation shall be void; otherwise it hall remain in full torte and effect, subject, however, to the fol- lowing conditior:s 1. A claimant is defined as one having a direct con- tract with the t'o,ncipal or with a Subcontractor of the Principal for lahol, material, or both, used or reasonably required for use in the performance of the Contract, labor and rnawo,ii being construed to include that part of water, gas, po%%ci, light. heat, sit, gasoline, telephone service or rental of equipment directly applicable to Ihc• Contract. 2. The abo,.c named 1rincipal and Surety herehy jointly and sev(-,ally agree with the Owner that every claimant as herein defined, who has not been paid ul full before the expiration of a period of ninety (90) days after the (.,iv on which the last of such claimanr , work or labor %%,,s done or performed, or materials w, -1e furnished by su( It claimant may sue on this bond tui the use of su(b claimant, prosecute the stiff to Conal judgment for su,h sum or suras as may he justly clue claimant, and hire exec upon thereon. 1 he Owner shall not be liable fur the payment of any cosh or expen•.es of any such suit 3. No suit or action shall be commenced hereunder, by any claimant. a) Unless (laimanl, other than one having a direr t (ontrac T with the Principal, shall have given written notice to any two of the following: the Principal, the Owner, or the Surety above named, within ninety (90) days after such claimant did or performed the last of the work or labor, or furnished the last of the materials for which said claim is made, stating with substantial accuracy the amount claimed and the name of the party to whom the materials were furnished, or for whom the work or labor was dune or performed. Such notice shall he Servet) by mailing the same by registered mail or (erlified mail, pt stage prepaid, in an envelope ad- dressed to the Pring: timl, Owner or Surely, at any place where an office is regularly maintained for the trans— action of business, or served in any manner in which legal process may be served in the state in which the aforesaid project is located, save that such service need not be made by a public officer. b) After the expiration of one (1) year following the date on which Principal ceased Work on said Contract, it being understood, however, that it any limitation em- bodied in this bond is prohibited by any law controlling the constru( loon here()( such limitation shall he deemed to be amended so as to be equal to the- minimum period of limitation permitted by such law. c) Other than in it state court of competent jurisdiction 1n and for the t ounly or other pold)(al suhdin )soon of the state in which the Violect, or airy part thereof, is situated, or in the United States Distort Court for the dlstri(t in which thr Project, or any part thereof, is sit - and not elsewhere. 4. The amount of this bond shall be reduced by and ic) the extent of any payment or payments made rn good faith hereunder, inclusive of the payment by Surely of mechanics' Irene, which may be filed of re•(ord against said improvement, whether or not claim for the amount of such lien be presented under and against this bond. Signed and sealed this day of 19 (Principal) (seal) (Wilness) (tole) (Surely) (seal) Ilh')Ine��) ! f u le) AIA DOCUMENT A311 • PERFORMANCE BOND AND LABOR AND MATERIAL PAYMENT BOND • AIA © A FtlJRUARY 1970 EI). • THE AMERICAN INSTITUTE Of ARCHITECTS, 176 N.Y. AVE., N.W., WASHINGTON, D. C. PXW, `* • • 00700 GENERAL CONDITIONS The Owner has indicated an intention to use AIA Document A201 "General Conditions of the Contract for Construction", 13th edition, August 1976, as part of the Contract Documents for this Work. A copy of the referenced ATA Document is on,file at the offices of the Owner and the Architect. All persons intending to provide goods or services in connection with the Work are advised to read and understand the referenced AIA Document prior to proceeding. The Contractor by submitting his bid acknowledges he has read and is in agree- ment with all terms of the above refe- renced document. GENERAL CONDITIONS 86:07 00700-1 • 008uu SUPPLEMENTARY CONDITIONS 1. The "General Conditions of the Contract for Construction", AIA Document A201, 13th edition, August 1976, Articles 1 through 14 inclusive, is part of this Contract. 2. The following supplements modify, delete from, and/or add to General Conditions. A. All Articles, or portions thereof, which are not specifi- cally modified, deleted, or superseded hereby, remain in full effect. B. The General Conditions also may be supplemented elsewhere .n the Contract Documents by provisions located in, but not necessarily limited, to, Division 1 of the Specifica- tions. 3. After subparagraph 1.1.4, add: 1.1.5 Project Manual The Project Manual is the Volume which includes the bidding requirements, sample forms and certain of the Contract Documents .such as the Conditions of the Contract and the Specifications. 1.1.6 MISCELLANEOUS DEFINITIONS .1 The term "product" includes materials, systems, and equipment. .2 The term "provide" includes furnishing and installing a product, complete in place, tested and approved. .3 The term"building code" and the term "code" refer to regulations of governmental agencies having juris- diction. .4 The terms "approved", "required", and "as directed" refer to and indicate the work or materials that may be appro- ved, required, or directed by the Architect acting as the agent of the Owner. .5 The term "similar" means in its general sense and not not necessarily identical. .6 The terms "shown" "indicated" "detailed" "noted" • "scheduled", and terms of similar import, refer to requirements contained in the Contract Documents. SUPPLEMENTARY CONDITIONS 86:07 00800-1 • 4. Subparagraph 3.2.5: Delete in its entirc_!t.y and insert:. the following in lieu thereof: The Contractor will be furnished free of charge 5 copies of Drawings and Project Manuals. Additional sets will be furnished at the cost of reproduction, postage and handling. 5. Add the following Subparagraphs 4.4.3 and 4.4.4 to 4.4. 4.4.3 Not later than 30 days from the Contract Date, the Contractor shall provide a list showing the name of the manufacturer proposed to be used for each of the products i- dentified in the General Requirements of the Specifications and, where applicable, the name of the installling subcon- tractor. 4.4.4 The Architect will promptly reply in writing to the Contractor stating whether the Owner or the Architect, after due invistigation, has reasonable objection to any such pro— posal. If adequate data on any proposi:d manufacturer or in- staller is not available, the Architectmay state that action will be deferred until the Contractor provides further data. Failure of the Owner or the Architect to reply promptly shall constitute notice of no reasonable objection. Failure to object to a manufacturer shall not constitute a waiver of any of the requirements of the Contract Documents, and all prod furnished by the listed manufacturer must conform to such re- quirements. 6. Substitute "Paragraph 4.6 Delete in its entirety and insert the following in lieu thereof: The Owner, being exempt from sales tax, such tax will not be charged to the Owner by the Contractor. 7. Add the following sentence to Subparagraph 4.7:1 The Owner shall be responsible for securing and paying for the building permit. 8. After subparagraph 8.3.4, add: 8.3.5 In planning his construction schedule within the agreed Contract Time, it shall be assumed that the Contractor has anticipated the amount of adverse weather conditions normal to the site of the Work for the season or seasons of the year involved. Only those weather delays attributable to other than normal weather conditions will be considered by the Architect. • 8.3.6 When the Contract Time has been extended, as provided under this Paragraph 8.3, such extension of time shall not be considered as justifying extra compensation to the Contractor for Administrative costs or other such reasons. SUPPLEMENTARY CONDITIONS 86:07 00800-2 • 9. At the end of subparagraph 9.3.1, add: The form of application for payment shall be AIA Document G702, "Application and Certificate for Payment," supported by continuation sheet or sheets approved by the Architect. 10. Add the following Clause 9.3.1.1 to 9.3.1: 9.3.1.1 Until Substantial Completion, the Owner will pay 90% of the amount due to the Contractor on account of progress payments. 11. In the first line of subparagraph 11.1.1, following the word "maintain", insert the words: in a company or companies licensed to do business in the State where the Work is located. 12. Add subparagraph 11.1.1.7 to 11.1.1 11.1.1.7 Liability Insurance shall include all major divisions of coverage and be on a comprehensive basis including: 1. Premises Operations (including X-C/U as applicable) 2. Independent Contractors' Protective 3. Products and Completed Operations 4. Personal Injury Liability with Employment Exclusion deleted 5. Contractual - Including specified provision for Contractor's obligation under Paragraph 4.18. 6. Owned, non -owned and hired motor vehicles 7. Broad Form Property Damage including Completed Operations 8. Umbrella Excess Liability 13. Add subparagraph 11.1.1.8 and 11.1.1.9 to 11.1.1 11.1.1.8 All Contractor's insurance. policies shall name the Architect and the Owner as additional insureds. 11.1.1.9 All insurance policies shall provide that no cancellation of the policy or endorsement shall be effective until the tenth day following the mailing of written notices of such cancellation to the A2chitect and to the Owner. 14. Add the following Clause 11.1.2.1 to 11.1.2: 11.1.2.1 The insurance required by Subparagraph 11.1.1 shall be written for not less than the following, or greater if required by law: • 1. Workers' Compensation: (a) State Statutory (b) Applicable Federal (e.g. Longshoremen's): Statutory (c) Employer's Liability: $1,000,000 SUPPLEMENTARY CONDITIONS 86:07 00800-3 • 2. Comprehensive General Liability (including Premises/Operations independent Contractors' Protective; Products and Completed Operations; Broad Form Property Damage): (a) Bodily Injury: $1,000,000 Each Occurrence $1,000,000 Annual Aggregate (b) Property Damage: $500,000 Each Occurrence $500,000 Annual Aggregate (c) Products and Complete Operations to be maintained for one year after final payment. 3. Contractual Liability: (a) Bodily Injury: $1,000,000 $1,000,000 (b) Property Damage: $500,000 $500,000 Each Occurrence Annual Aggregate Each Occurrence Annual Aggregate 4. Personal Injury, with,Employment Exclusion deleted: $500,000 Annual Aggregate 5. Comprehensive Automobile Liability: (a) Bodily Injury: $1,000,000 Each Person $1,000,000 Each Occurrence (b) Property Damage: $500,000. Each Occurrence NOTE: The State of New York has a no-fault automobile insurance re- quirement. The Contractor shall be certain coverage is provided which conforms to any specific stipulation in the law. 6. Umbrella Excess Liability: $1,000,000 over Primary Insurance $NONE - retention for self-insured hazards each occurrence 15. Add the following Clause 11.1.4.1 to 11.1.4: 11.1.4.1 The Contractor shall furnish one copy each of Certif0t of Insurance herein required for each copy of the Agreement which shall specifically set forth evidence of all coverage required by subparagraphs 11.1.1, 11.1.2 and 11.1.3. The form of the Certi- ficate shall be Acord 25-2/85, The Contractor shall furnish to th Owner copies of any endorsements that are subsequently issued amending coverage or limits. SUPPLEMENTARY CONDITIONS 86:07 00800-4 • 16. "Paragraph 11.3 amend first sentence of 11.3.1 by deleting "Entire Work" and substituting "Completed Work". Change the second sentence to read: This insurance shall include the interests of the Owner, the Contractor, Subcontractors and Subcontractors in the Work and shall insure against the perils of fire, extended coverage, vandalism and malicious mischief. Notwithstanding any other provision of this agreement, all in- surance policies required to be provided and maintained by the contractor shall name the Town of Southold as an additional named insured. ---- 17.Add the following Clause "11.3.1.1 to 11.3.1: 11.3.1.1 The form of policy for this coverage shall be Completed Value. 18.Add the following Clause 11.3.1.2 to 11.3.1. 11.3.1.2 If by the terms of this insurance any mandatory deduc- tibles are required, or if the Owner should elect to increase the mandatory deductible amounts or purchase this insurance with voluntary deductible amounts, the Owner shall be responsible for payment of the amount of the deductible in the event of a paid claim. 19. Add to the end of the first sentence of Subparagraph 11.3.2: "Upon acceptance of completed installation as per Contract Documents". 20:Amend Paragraph 11.3.6 as follows: In the first sentence, after the words"...(2) the Architect", insert the words: "the Architect's consultants,". After the words"...separate contractors, if any, ani', insert the words: "any of". 21.Amend Paragraph 14.2.1 as follows: 14.2.1 In the first sentence, delete the words, "is adjudged a bankrupt, or if he makes a general assignment for the benefit of his creditors, or if a receiver is appointed on account of his insolvency or if he". END OF SUPPLEMENTARY CONDITIONS SUPPLEMENTARY CONDITIONS 85:01 00800-5 E 00830 EQUAL EMPLOYMENT OPPORTUNITY PROGRAM 1. During performance of the Work of the Contract, the Con- tractor will be required to follow an equal employment op- portunity program complying with provisions of Executive Order No. 11246 of September 24, 1965, and the rules, reg- ulations, and relevant orders of the Secretary of Labor. 2. Approval of the bidder's proposed equal employment oppor- tunity program by the Owner and by the governmental agen- cies having jurisdiction will be a prerequisite to award of the Contract. 3. To be acceptable, the proposed equal employment opportuni- ty program must contain the following stipulations, except as otherwise approved in advance. A. There shall be no discrimination against any employee or applicant for employment because of race, creed, color, sex, age, religion, handicap, or national ori- gin. Affirmative action will be taken to ensure that applicants are employed, and that employees are treat- ed during employment, without regard to their race, creed, color, sex, age, religion, handicap, or nation- al origin. Such action shall include, but not be lim- ited to, the following: (1) Employment, upgrading, demotion, or transfer; (2) Recruitment or recruitment advertising; (3) Layoffs or terminations; (4) Rates of pay or other forms of compensation; and (5) Selection for training, including apprenticeship. Notices shall be posted in conspicuous places, avail- able to employees and applicants for employment, set- ting forth the provisions of this nondiscrimination clause. B. All solicitations or advertisement for employees shall state that all qualified applicants will receive con- sideration for employment without regard to race, creed, color, sex, age, religion, handicap, or nation- al origin. • C. Contractors shall send to each labor union or repre- sentative of workers with which they have a collective bargaining agreement or other contract of understand- ing, a notice to be provided advising the labor union or workers' representative of the contractor's commit- ments under Section 202 of Executive Order No. 11246 EQUAL EMPLOYMENT OPPORTUNITY PROGRAM 6t) 7 00830-1 0 of September 24, 1965, and they shall post copies of the notice in conspicuous places available to employees and applicants for employment. D. Contractors shall comply with all provisions of Execu- tive Order No. 11246 of September 24, 1965, and the rules, regulations, and relevant orders of the Secre- tary of Labor. E. Contractors shall furnish all information and reports required by'Executive Order No. 11246 of September 24, 1965, and by the rules, regulations, and orders of the Secretary of'Labor, or pursuant thereto as required by the Owner, for purposes of investigation to ascertain compliance with such rules, regulations, and orders. The contractors shall furnish, as requested, copies of their certified payrolls indicating ethnic group of each employee. F. In the event of contractors' noncompliance with the non- discrimination clauses of their contracts, or with any of such rules, regulations, or orders, their contracts may be cancelled, terminated, or suspended in whole or in part, and they may be declared ineligible for fur- ther contracts on governmentally assisted construction work. Other sanctions may be imposed and remedies in- voked as provided in Executive Order No. 11246 of September 24, 1965, or by rule, regulation, or order of the Secretary of Labor, or as otherwise provided by law. G. The contractors shall include the provisions of para- graphs "A" through "G" in every subcontract or purchase order so that such provisions will be binding upon each subcontractor or vendor. 4. Other programs in satisfactory use may be substituted in lieu of the basic program delineated above, subject to the approval of the Owner and all governmental agencies having jurisdiction. END OF EQUAL EMPLOYMENT OPPORTUNITY PROGRAM • Fm EQUAL EMPLOYMENT OPPORTUNITY PROGRAM 86:07 00830-2 • STATE OF NEN YORK DEPARTMENT OF LABOR BUREAU OF PUBLIC WORK STATE OFFICE BUILDING CAMPUS ALBANY, N. Y. 12240 Schedule Type -COMPLETE 3E Date 06/10/86 Refer to: PREVAILING RATE CASE NO. T/0 Southold PRC 8603874 SUFFOLK COUNTY 01 to: Garratt A. Strang, RA Location and Type of Project T/O Southold New Animal Shelter•, Main Rd., PO Box 1412 Peconic, NY T/O Southold Southold, My 11971 In response to your request, enclosed are schedules of the prevailing hourly wage rates and the prevailing hourly supplements for the above project, together with copies of the Notice of Contract Lot (PW -16) fo;^ your use. The schedules must be annexed to and form a part of the specifications for this project When it is advertised for bids. These schedules have been prapared and forwarded in accordance with Section 22C of the Labor Law, which provides that it shall be the duty of the fiscal officer to a.;certain and datarmine the schedules of supplements to be provided and wages to be paid to workers, laborers and mechanics employed on public work projects. and to file such schedules with the department having jurisdiction. The attached rates are based on the iatest information available to the Department of Labor, Bureau of Public Work. Care should be taken to review the rates for obvious errors. It is the responsiblility of the Public Work contractor to use the proper rate. Any corrections should be brought to the Department's attention immediately. This schedule is applicable only from July 1, 1985 through June 30, 1986, unless otherwise noted. If your project goes beyond the period covered by this determination, a naw datermihation should be requested When this schedule expires. Note: A 1983 AMENDMENT TO SECTION 220 OF THE LABOR LAW REQUIRES THE PRESERVATION OF ORIGINAL OR TRANSCRIPTS OF PAYROLL RECORDS FOR THREE YEARS FROM THE DATE OF COMPLETION OF THE WORK IN THE AWARDED CONTRACT. , Very truly yours, CHARLES C. OROBNEP., DIRECTOR NOTICE TO CONTRACTING AGENCIES : upon cancellation or completion of this project, enter the necessary information and return this page to the ALBANY OFFICE of the BUREAU at the address listed below: PROJECT HAS BEEN Date Completed Onto Cancelled _ Signature Title Contracting Agency • For Additional Information, contact the following District Offices: St. Off. Bldg. 212, Campus, Albany N. Y. 12240 65 Court St—Buffalo N. Y. 14202 ISS Main Street West, Rochester N.Y.14614 40-42 Main St.,Binghamtoh N.Y.13901 17S Fulton Ave., Hempstead N.Y.11S50 333 East Washington St.,Syracuse N.V.13202 207 Geneses St., Utica N.Y.13501 30 Glenn St.,White Plains N.Y.10603 PW -200 (6-85) docm: letterla • CONTRACT REQUIREMENTS Each public work contract to which the State, a public benefit corporation, a Municipal corporation or a commission is a party and which may involve the employment of laborers, workman or mechanics, shall comply with the requirements of Article 8 (Sections 220-2233 of the Now Vork State Labor Law: No laborer, worker or mechanic in the employ of the contractor, subcontractor or other person doing or contracting to do the whole or a part of the work cootwmplated by the contract shall be permitted or required to work more than eight hours in any one calendar day or more than five days in any one weak except In the extraordinary emergencies set forth in the Labor Law or where a dispensation is granted by the Commissioner of Labor. (See Section 220.23 Each laborer, worker or mechanic employed by the contractor or subcontractor chaII ba paid not lass than the prevailing rate of wages as indicated on the wage schedule provided by the Department, Bureau of Public Work. The prevailing rate of wage shall be annually determined no later than thirty days prior to July first of each year. The prevailing rate of wage for the period commencing July first of such year through June thirtieth, inclusive, of the following year shall be the rate of wage set forth in such collective bargaining agreements for the same period, including those increases for such period which are directly ascertainable from such collective bargaining agreements in the annual determination. (See Section 220.33 It shall be the duty of the department of Jurisdiction to file with the fiscal officer, the classification of workers, mechanics and laborers �o be employed on a public work project, together with a statement of the work to be performed by each classification. (See Section 220.3-a) The contractor and every subcontractor shall post in a prominent and accessible place at the work site a statement of all wage rates and supplements to be paid or provided for the various classes of mechanics, workers or laborers. (See Section 220.3-a) No ampl-oyee shall be deemed to be an apprentice unless individually registered in a program registered with the New York State Department of Labor. The allowable ratio of apprentices to Journeymen in any craft classification shall not be greater than the ratio permitted to the contractor as to his work force on any fob ur.dar the registered Pr03ram. Any employee who is not registered as above, shall be paid the prevailing wage rata for the Journeyman classification of work actually performed. The contractor jr subcontractor will be required to furnish written evidence of the registration of his program and apprentices as well as of the appropriate ratios and wage rates for the area of construction, prior to using any apprentices on the contract work. (See Section 220.3-e) (a) No contractor;`siubcontractor, nor any person acting on his behalf, shall by reason of race, creed, color, disability, sex or national origin discriminate against any citizen of the State of New York who is qualified and available to..perform the work to which the employment relates. (See Section 220-e(8)) (b) No contractor, subcontractor, nor any person acting on his behalf, shall in any manner, discriminate against or intimidate any employee on account of race, creed, color, disability, sex or national origin. (See Section 220- e(b)) NOTE: The Human Rights Law also prohibits discrimination in employment because of age, marital status or religion. (c) There may be deducted from the amount payable to the contractor under the contract a penalty of five dollars for each calendar day during which such person was discriminated against or intimidated in violation of the provisions of the contract. (See Section 220-eCc)) (d) The contract may be cancelled or terminated by the State o:- municipality, and all moneys due or to become due thereunder may be forfeited, for a second or any subsequent violation of the terms or conditions of the anti- discrimination sections of the contract. (See Sec. 220-e(d)) PM -3 C10-841.. • ATTENTION: ALL CONTRACTORS AND SUBCONTPACTURS ENGAGED ON PUBLIC WORK PROJECTS IN NEW YORK STALE INTRODUCTION: Below are the Magor provisions of the Labor Law covering workers on public work projects. HOURS: A laborer, worker or Mechanic is permitted to work on a public work project no more than eight hours a day and no more than five days in a week, except in case of aktraordinary emergency such as fire, flood or danger to life or property. You May apply to the Bureau of Public Work :for a dispensation permitting workers to work additional hours or days per weak on a particular public work project. WAGES AND SUPPLEMENTS: The wages and supplements to be paid and provided for laborers, workers and mechanics employed on a public work Project shall be not less than those listed in the current prevailing rate schedule for the locality where the work is performed. If a prevailing rate schedule for the project has not been provided to the prime contractor by the department of Jurisdiction (i.e.,the governmentai entity awarding the public work contract), or to a subcontractor by the prime contractor, the applicable schedule must be obtained from the Department of Jurisdiction, who Must make written application to the Bureau of Public Work, Labor Department, Building No. 12. State Office Building Campus, Albany, Now York 12240 The prime contractor is responsible for agy,underpayments of prevailing wages or supplements by its subcontractors. PAYROLL RECORDS: Every contractor and subcontractor must keep originals or transcripts of payroll records, showing for each person employed on public work, the following: 1. Name, 2. Address and phone number, 3. Soci al Security number, 4. Occupational classifications in which worked, S.Hourly wage rate paid, G.Supplements provided, 7.Daily and weekly numb ar of hours work ad in each classification, S. Deductions made, 9. actual wages paid. When payroll records are requested by the Commissioner each payroll record must be affirmed as true under the Penal *Ias of perjury Which Means a notarized sISnatura to that effect. Such records must be kept on the site of the work when the contractor or subcontractor does not Maintain a regular place of business in Now York State and the amount of the contract exceeds ;25,000. All other, contractors and subcontractors must within five days after request produce at the work site the orignal payrolls or transcripts - The original payrolls or transcripts must be preserved for three years from the date of completion of the Project. • POSTING: The current prevailing rate schedule must be posted in a prominent and accessible place on the site of the public work project. PW19 (G -BS)... CContinued) • NOTICE TO CONTRACTORS (Continued) APPRENTICES: Employees cannot be paid apprentice rates if they are not individually registered under a program or agreement registered with the Commissioner of Labor. The contractor or subcontractor will be required to furnish written evidence of the registration of Its program and apprentices and of the appropriate ratio. The allowable ratio of apprentices to ,Journeymen in any craft classification can be no greater than the ratio permitted to the contractor or subcontractor as to its work force on any ,Job under the registered program. An employee listed on a payroll as an apprentice, who is not registered as above, must be paid the prevailing ,Journeymen's wage rate for that classification of work. WITHOLOING OF PAYMENTS: When,a complaint is filed with the Commissioner of Labor alleging the failure of a contractor or subcontractor to pay or provide the prevailing wages or supplements, or when the Commissioner of Labor believes that unpaid wages or supplements may be due, payments on the public work contract may be witheld from the prime contractor in sufficient amount to satisfy the alleged unpaid wages and supplements, including Interest and civil penalty, pending a final determination. INTEREST AND PENALTIES: If an underpayment of wages or supplements is found, interest must be added at between 6 and 16 percent of the amount due. In addition, an order directing the payment of wages or supplements may assess a civil penalty of up to 25 percent of the amount due. DEBARMENT: When final determinations have been made against a contractor or subcontractor in two ih1t'ahLes within a Six-year period determining that it willfully failed to pay or provide the prevailing rate of wages or supplements, such contractor or subcontractor, will be ineligible to bid on or be awarded a public work contract for a period of five years from the second final determination. CRIMINAL SANCTIONS:;Wilful violations of the Prevailing Wage Law (Article a of the Labor Law) consistitute a misdemeanor punishable by fine or imprisonment, or both. DISCRIMINATION: No employee or applicant for employment may be discriminated against on account of age, race, creed, color, national origin, sex, disability or marital status. Every employer subject to the New York State Human Rights Law must conspicuously post at Its offices, places of employment or employment training centers, notices furnished by the State Division of Human Rights. POSTING OF OTHER NOTICES: Every employer providing worker's compensation insurance and disablllty benefits must post in a conspicuous place notices of such coverage in form • prescribed by the Workers' Compensation Board. Employers liable for contributions under the Unemployment Insurance Law must conspicuously post notices furnished by the State Department of Labor. All employers must post in s prominent place a sigh informing workers of their Right to Know about toxic substances found in their workplace (Article 211 of the Labor Law). PW 19 CG -853... docm: Iettar2b • OVERTIME and HOLIDAY INFORMATION OVERTIME C A ) Time and one half of the hourly rate after 7 hours per day. C B ) Time and one half of the hourly rate after 8 hours per day. ( C ) Double the hourly rate •after 7 hours per day. ( D ) Double the hourly rate after 8 hours par, day. C E ) Time and one half of the hourly rate on Saturday. C F ) Time and one half of the hourly rate on Saturday and Sunday. C G ) Time and one half of the hourly rate on Saturday and Holidays. ( H ) Time and one half of the hourly rate on Saturday, Sunday and Holidays. C I ) Time and one half of the hourly rate on Sunday. ( J ) Time and one half of the hourly rate on Sunday and Holidays. C K ) Time and one half of the hourly rate on Holidays. C L ) Double the hourly rate on Saturday. C M ) Double the hourly rate on Saturday and Sunday. C N ) Double the hourly rate on Saturday and Holidays. C O ) Double the hourly rate on Saturday, Sunday and Holidays. ( P ) Double the hourly rate on Sunday. ( 0 ) Double the hourly rate on Sunday and Holidays. C R ) Double the hourly rate on Holidays. C S ) Two and one half times the hourly rate for Holidays, if worked. C T ) Triple the hourly rate for Holidays, if worked. C U ) Four times the hourly rate for Holidays, if worked. ( V ) Incluing benefits at SAME PREMIUM as shown for overtime. NOTE: BENEFITS are PER HOUR WORKED, for each hour worked, unless otherwise noted in overtime conditions. SEC220:PARA 2. "Each contract.... shall contain a stipulation that no laborer, workman or mechanic.. .shall be permitted or required to work more than eight hours in any one colander day or work more than five days in any one week except in case of extreodinary emergency.... Whenever such an "EMERGENCY DISPENSATION"(emphasis added) is granted, all work in excess of eight hours per day, and five days per week shall be considered overtime work.. and ... shall be paid a premium wage commensurate with the premium wages prevailing in the area in which the work is performed." HOLIDAYS The Holidays as listed below are to be paid at the wage rates at which the employee is normally classified. C 1 ) None. C 2 ) Labor Day. C 3 ) Memorial Day and Labor Day. ( 4 ) Memorial Day and July 4th. C 5 ) Memorial Day, July 4th and Labor Day. C 6 ) New Years Day, Thanksgiving Day and Christmas Day. C 7 ) Lincoln'S Birthday, Washington's Birthday and Veterans Day. C 8 ) Good Friday. C 9 ) Lincoln's Birthday. C 30 ) Washington's Birthday. C 11 ) Columbus Day. C 12 ) Election Day. C 13 ) Presidential Election Day. C 14 ) 1/2 Day on Presidential Election Day. ( 1S ) Veteran's Day. C 16 ) Doy after Thanksgiving Day. • C 17 ) July 4th. C 18 ) 1/2 Day before Christmas Day. C 19 ) 1/2 Day before Now years Day. C 20 ) Thanksgiving Day. C 21 ) New Years Day. C 22 ) Christmas Day. ocm: latter2c • NOTICE OF ADDENDUM APPLICABLE TO ALL COUNTIES S ) AS NOTED ON PREVAILING RATE SCHEDULES PAGES. The law requires that for those labor contracts which expire prior to July 1 and which are not negotiated before May 31, the date for publication of the annual determination, the new collective bargaining information will be Incorporated Into the prevailing rate schedule by means of an addendum. This addendum will be Issued by the Bureau of Public Work for those schedules where the available information is incomplete as of May 31. When you review the schedule for particular occupations, your attention should be directed to the dates above the column of rates. These dates are the effective dates of the latest collective bargining agreements for that occupation. The rates listed In that column were taken from those agreements and will remain In affect until the following JUNE 30TH. The only exception is for those collective birgining agreements which expired dulipg the month of June. In those cases the Commissioher will publish an addendum to include the new rates determihed for those occupations. These new rates will become effective 30 days after the addandum is received by the contractor. To repeat, if the schedule indicates that a collective bargining agreement expires during the month of June or where information was hot available at the time of publication you should be aware that an addendum will be published and copy of the addendum should be requested. Failure to do so may cause an improper rate to be used end result in the finding of an undarpayment. addendum doom: lattar2d • • VERIFYING THE REGISTRATION OF APPRENTICES Certain State and Federal Laws require that apprentices Must be individually registered as such in order to be paid apprenticeship rates on Public Work. The New York State Labor Department is the official registration agency for apprentices in Now York State. No other Federal or State Agency or office registers apprentices in New York State. Each year the apprentice training central office in Albany receives hundreds of requests from Federal and State Agencies, Contractors, and other interested parties requesting verification of individual apprentice registrations. The following information is provided in order to clarify New York State procedures. All registered apprentices in New York State are individually registered by name, address, social security number, starting date of training, and other related data. This information Is computerized and is available ONLY through the Albany Apprentice Training Central Office. Parsons wishing to verify the apprentice registration of any individual should write to Frank R. Finn, Sr. Employment Consultant, Now York State Department of Labor, Job Service and Training Division, Building 12, Room 140. State Office Building Campus, Albany, New York 12240. All inquiries MUST include name and social security number and will be answered in writing. The response will indicate whether or not the individual is registered, and if so, will provide other, Pertinent information regarding the registration. The only conclusive proof of individual apprentice registration is written verification from the Albany Apprentice Training Central Office. Neither Federal nor State Apprentice Training Offices outside Albany can provide conslusive registration information. It should be noted that the existence of a registered apprenticeship program is not conclusive proof that any individual is registered in that program. Furthermore, the existence or possession of wallet cards, identification . cards or copies of state forms are not conclusive proof of the registration of shy individual as an apprentice. PW -- (4-86)... docm: latter2e • STATE OF NEN YORK DEPARTMENT OF LABOR BUREAU OF PUBLIC WORK STATE OFFICE BUILDING CAMPUS ALBANV, N.Y. 12240 T/0 Southold to: Garrett A. Strang, RA T/O Southold Main Rd., PO Box 1412 Southold, My 11971 SUFFOLK COUNTY Schedule Type COMPLETE Date 06/10/86 Refer to: PREVAILING RATE CASE NO. PRC 8603874 Location and Type of Project New Animal Shelter, Peconic, NY T/0 Southold Agency of Jurisdiction TOWN Nature of Project OTHER NEW CONSTRUCTION -EXPLAIN Copies of the wage and supplement schedule for the Public Work Project identified above are enclosed herewith. Sec. 220.3A of the Labor Law requires that certain information be furnishad to the Commissioner, of Labor. ACCORDINGLY, YOU MUST COMPLETE THE FOLLOWING SECTION OF THIS FORM AND RETURN THREE COPIES TO THIS OFFICE IMMEDIATELY UPON NOTIFYING A SUCCESSFUL BIDDER FOR THIS PUBLIC WORK PROJECT 3E 01 Project CANCELLED, POSTPONED or assignbd*to agency's own employees. If reactivated, will request new rates and supplements. ALL Prime Contracts AWARDED - or bid ACCEPTED Ccomplete items 1 - 8 below) Estimated TOTAL COST of Project Is 4 1(a). Means Used to Award Contract (Check one and indicate date of first legal instrument which bound agency to contract) Letter of Intent Contract Signed Resolution Date Date Date Cb). Contracts NOT YET awarded: Gen. Coht. _ Heat 8 Vent. _ Electrical _ Sanitary _ Other 2. Specific Location of Project FOR ALL PRIME CONTRACTORS CNOT SUB -CONTRACTORS) WHO HOLD CONTRACTS DIRECTLY WITH THE SPONSOR OF THIS PROJECT, GIVE THE INFORMATION. IF MORE SPACE IS NEEDED, ATTACH EXTRA SHEETS. 3. Work to be done 4. Name and Address S. Amount of S. Approx. dates for by Prime Contractor of Contractor Contract Starting Completion Ca) GEN-CONTR. I I 1 1 I I I I i Cb) HEAT/VENT. I 1 1 ( I I I I I 1 I I 1 Cc) ELECTRICAL I i I I ( I I I I I I I I I I I • (d) PLUMBING I I I I 1 I I I I I I I I 1 (a)_OTHERCS)-Listl I I i t I on Reverse. I I I I i 7. Estimated Date Entire Project I Will Be Completed I I S. Signature and Title Date PW -16 (I-85) docm: letter7a • STATE OF MEN YORK DEPARTMENT OF LABOR BUREAU OF PUBLIC WORK STATE OFFICE BUILDING CAMPUS ALBANY. N.Y. 12240 Schedule Type COMPLETE 3E Date 06/10/86 Refer to: PREVAILING RATE CASE NO. T/O Southold PRG 8603874 01 to: Garratt A. Strang, RA Location and Typa of Project T/O Southold New Animal Shelter. Main Rd., PO Box 1412 Peconic, NY T/O Southold Southold, NY 11971 SUFFOLK COUNTY Agency of Jurisdiction TOWN Nature of Project OTHER NEW CONSTRUCTION -EXPLAIN Copiac of the wage and supplement schedule for the Public Work Project identified above are anclosed herewith. Sec. 220.3A of the Labor Law requires that certain Information be furnished to the Commissioner of Labor. ACCORDINGLY, YOU MUST COMPLETE THE FOLLOWING SECTION OF THIS FORM AND RETURN THREE COPIES TO THIS OFFICE IMMEDIATELY UPON NOTIFYING A SUCCESSFUL BIDDER FOR THIS PUBLIC WORK PROJECT r Project CANCE_LLEO, POSTPONED or assign bdto agency's own employees. If reactivated, will Ireaiuest new rates end supplements. ALL Prima Contracts AWARDED - or bid ACCEPTED (complete items 1 - 8 below) Estimated TOTAL COST of Project Is S 1(a). Means Used to Award Contract (Check one and indicate date of first legal instrument which bound ajehcy to contract) Letter of Intent Contract Signed Resolution Date Data Date Cb). Contracts NOT YET awarded: Gen. Cont. _ Heat 8 Vent. _ Electrical _ Sanitary Other 2. Specific Location of Project FOR ALL PRIME CONTRACTORS (NOT SUB -CONTRACTORS) WHO HOLD CONTRACTS DIRECTLY WITH THE SPONSOR OF THIS PROJECT, GIVE THE INFORMATION. IF MORE SPACE IS NEEDED, ATTACH EXTRA SHEETS. 3. Work to be done 4. Name and Address 5. Amount of G. Approx. dates for by Prime Contractor of Contractor 41 Contract Starting Completion (a) GEN. CONT R. I 1 I I (b) HEAT/VENT. I I I (c) ELECTRICAL I 1 I • (d) PLUMBING to)_OTHER(S)-Listl I on Reverse. I I 1 1 7. Estimated Data Entire Project Will Be Completed a. Signature and Title Date PW -16 (1-85) docm: Iatter7e E • STATE OF NEN YORK DEPARTMENT OF LABOR BUREAU OF PUBLIC WORK STATE OFFICE BUILDING CAMPUS ALBANY, N. Y. 12240 T/0 Southold to: Garrett A. Strang, RA T/0 Southold Main Rd., PO Box 1412 Southold, NY '11971 SUFFOLK COUNTY Schedule Type COMPLETE 3E Date 06/10/86 Refer to: PREVAILING RATE CASE NO. PRC 8603874 01 Location and Type of Project New Animal Shelter. Peconic, NY T/0 Southold Agency of Jurisdiction TOWN Nature of Project OTHER NEW CONSTRUCTION -EXPLAIN Copies of the wage and supplement schedule for the Public Work Project identified above are enclosed herewith. Sec. 220.3A of the Labor Law requires that certain information be furnished to the Commissioner of Labor. ACCORDINGLY, YOU MUST COMPLETE THE FOLLOWING SECTION OF THIS FORM AND RETURN THREE COPIES TO THIS OFFICE IMMEDIATELY UPON NOTIFYING A SUCCESSFUL BIDDER FOR THIS PUBLIC WORK PROJECT _ Project CANCELLED, POSTPONED or assigned to agency's own employees. If reactivated, will request new rates and supplements. _ ALL Prime Contracts AWARDED - or bid ACCEPTED (complete items 1 - 8 below) Estimated TOTAL COST of Project Is s 1(a). Means Used to Award Contract (Check one and indicate date of first legal instrument which bound agency to contract) Letter of Intent Contra.:+ Signed Resolution Date Date Data (b). Contracts N07 VET awarded: Gen. Cont. _ Heat 8 Vent. _ Electrical _ Sanitary _ Other 2. Specific Location of Project FOR ALL PRIME CONTRACTORS (NOT SUB -CONTRACTORS) WHO HOLD CONTRACTS DIRECTLY WITH THE SPONSOR OF THIS PROJECT, GIVE THE INFORMATION. IF MORE SPACE IS NEEDED, ATTACH EXTRA SHEETS. 3. Work to be done 4. Name and Address S. Amount of 6. Approx. dates for by Prime Contractor of Contractor Contract Starting Completion I f I I Ca) GEN. CONTR. ( I I I 1 I I I I I I I I 1 I I (b) HEAT/VENT. ! I I I 1 I I I I I 1 I I I I 1 (c) ELECTRICAL I 1 I I 1 I I I I I I 1 I I I 1 (d) PLUMBING 1 I I 1 1 I I 1 I I I I l 1 I I Cg)_OTHERCS)-Listl I f I on Reverse. I I I I I l 1 I 7. Estimated Date Entire Project Will Be Completed a. Signature and Title Date PW -16 (1-85) docm: lattar7a • STATE OF MEN YORK DEPARTMENT OF LABOR BUREAU OF PUBLIC WORK STATE OFFICE BUILDING CAMPUS T/O Southold to: Garrett A. Strang, RA T/O Southold Main Rd., PO Box 1412 Southold, NY 11971 SUFFOLK COUNTY ALBANY, N. Y. 12240 Schedule Type COMPLETE 3E Date 06/10/86 Refer to: PREVAILING RATE CASE NO. PRC 8603874 Location and Type of Project New Animal Shelter, Peconic, NY T/O Southold Agency of Jurisdiction TOWN Nature of Project OTHER NEW CONSTRUCTION -EXPLAIN Copies of the Wage and supplement schedule for the Public Work Project identified above are enclosed herewith. Sec. 220.3A of the Labor Law requires that certain information be furnished to the Commissioner of Labor. ACCORDINGLY, YOU MUST COMPLETE THE FOLLOWING SECTION OF THIS FORM AND RETURN THREE COPIES TO THIS OFFICE IMMEDIATELY UPON NOTIFYING A SUCCESSFUL BIDDER FOR THIS PUBLIC WORK PROJECT 01 Project CANCELLED, POSTPONED or assigndd*to agency's own employees. If reactivated, Will request new rates and supplements. _ ALL Prime Contracts AWARDED - or, bid ACCEPTED Ccomplete items 1 - 8 below) Estimated TOTAL COST of Project Is i ICa). Means Used to Award Contract (Check one and indicate date of first legal instrument which bound agency to contract) Letter of Intent Contract Signed Resolution Date Date Date (b). Contracts NOT YET awarded: Gen. Cont. _ Heat 8 Vent. _ Electrical _ Sanitary _ Other 2. Specific Location of Project FOR ALL PRIME CONTRACTORS (NOT SUB -CONTRACTORS) WHO HOLD CONTRACTS DIRECTLY WITH THE SPONSOR OF THIS PROJECT, GIVE THE INFORMATION. IF MORE SPACE IS NEEDED, ATTACH EXTRA SHEETS. 3. Work to be done 4. Name and Address 5. Amount of G. Approx. dates for by Prime Contractor of Contractor CohtraCt Starting Completion (a) GEN. CONTR. I I 1 I I 1 I I I 1 I I I 1 I (b) HEAT/VENT. I I I 1 I I I I I I 1 I I I I I (c) ELECTRICAL I I I I I I 1 I I I I I I I I 1 • (d) PLUMBING I I 1 I I I 1 1 I I I I I (a)_ OTHERS) -List) I I 1 on Raverse. I I I 1 I I I I 7. Estimated Date Entire Project Will Be Completed 19. Signature and Title Date FW -16 (1-85) docm: letter7a • PREVAILING RATE SCHEDULE State of New York Case Number Department of Labor 8603874 SUFFOLK COUNTY C It )See NOTICE PAGE ATTACHED Bureau of Public Work 3E-7/01/65 thru 6/30/86 Published - 5/30/86 Page 1 ASBESTOS WORKER WAGES(par hour) 1/01/86 7/01/86- 1/01/87- 6/30/86 12/31/86 6/30/87 Insulation/Asbastos Worker .. . . .. . . . .... ; 19.04 19.64 20.17 OVERTIME PAY: See C C, O ) on OVERTIME PAGE attached. PAID HOLIDAYS: See C 1 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: ImproverCs) to Journeymen ( 1 - 4 ) IMPROVER: C 1 ) year terms at the following percentage of Journeyman's wage. 1ST. 2NO. 3RD. 4TH. 507 607 704. 80% SUPPLEMENTAL BENEFITS:Cpar hour worked) Health/wellare........ 4 1.69 *IMPR. 2.19 *IMP. 2.44 *IMP Pens i on .. .. .. . .... . . .. 1.56 * Y..s 1.56 *`/.s 1.56 * %s Annuity ............... 4.70 *apply 4.70 *apply 5.00 *apply Vacation .............. 2.38 *tosup 2.38 *toSup 2.50 *toSup Listed supplements apply to ALL classifications C )Vas ( x )No. 8-12 * Apprentice supplements appear in second column. 8-12 BOILERMAKER WAGES(per hour) 9/01/85- 9/01/86 - 8/31/86 12/31/87 Boilermaker.......... ; 22.75 24.00 OVERTIME PAY: See C C ) on OVERTIME PAGE attached. PAID HOLIDAYS: See C 1 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: AppranticeCs) to Journeymen ( 1 - 5 ) ( 1 - 10 ) APPRENTICES: ( 1/2 ) year terms at the following percentage of Journeyman's wage. 1ST. 2ND. 3RD. 4TH. 5TH., 6TH. 7TH. 8TH. 604. 654. 70`/. 7S% aoY.. 85`/. 90`/. 1007 SUPPLEMENTAL BENEFITS:(par hour worked) Health/welfare........; 7 7 8 Pension.... .... 10 Y. 10 Y. Apprentice Training... .10 .10 Vacation .............. 7 Y. 7 Y Annuity ............... 15 A 15 7 Listed supplements apply to ALL classifications ( x )Yes ( )No. 8-5 GLAZIER WAGES(per hour) 1/01/86- 7/01/86- 1/01/87 6/30/86 12/31/86 6/30/87 G I a z I a r .............. ; 19.80 19.80 19.80 OVERTIME PAY: Sea C C ) on OVERTIME PAGE attached. PAID HOLIDAYS: See C 1 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: Apprentices) to Journeymen C 1 - 5 ) APPRENTICES: C 1/2 ) year terms at the following percentage of Journeyman's wage. Indentured prior to July 1984 1ST. 2ND. 3RD. 4TH. STH._ 6TH. 7TH. 8TH. SOY. 504. 707 757 807 BS`/. 907 9S7 Indentured after July 1,1984 1ST. 2ND. 3RD. 4TH. 5TH._ 6TH. 7TH. 8TH. 304. 357 407 457 557 65Y. 7SY. 90Y. SUPPLEMENTAL BENEFITS:(per hour worked) Hea I th/we I fare. . ...... ; 1. 26 *1.26 1.26 *1.26 1. 26 *1.26 • Pension ............... 1.26 *1.26 1.26 *1.26 1.26 *1.26 Apprentice Training. . . 01 * .01 .01 * .01 .01 * .01 Vacation .. .... ... ... . . 1. 32 * a Y. 1. 32 * ■ Y 1. S7 * - 7 Annuity ............... 3.50 *Note 4.25 *Note 4.75 *Note Note - Apprentice Annuity: - 1st yr -None / 2nd yr -.75 / 3rd yr -1.10 / 4th yr -1.50 Listed supplements apply to ALL clas::ifications ( )Yes ( x )No. * Apprentice supplements appear in second column. B-1087 • PREVAILING RATE SCHEDULE ( s )See NOTICE PAGE ATTACHED State of Now Yurk Case Number Bureau of Department of Labor Public Work 8603874 _ 3E -7/01/8S thru 6/30/86 Published - 5/30/B6 SUFFOLK COUNTY Page 2 CARPENTER WA (per hour) 9/01/85- / / - 8/30/86 Building: Draper ............... ; 13.20 OVERTIME PAY: See ( A, E, P, S ) on OVERTIME PAGE attached. PAID HOLIDAYS: Sae C 5,6,9,10,11,123 on HOLIDAY PAGE attached. SUPPLEMENTAL BENEFITS:(per hour worked) Health/Welfare........; 1.46 Pension............... 6 Y. Listed supplements apply to ALL classifications C x )Yes ( )No. 8-44D WAGESCper hour) 7/01/85- 7/01/86- 6/30/86 6/30/87 Building: Floorlayer........... ; 19.66 20.66 OVERTIME PAY: See C C ) on OVERTIME PAGE attached. PAID HOLIDAYS: See ( 1 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: ApprenticeCs) to Journeymen ( 1 - 7 ) APPRENTICES: C 1 ) year terms at the following percentage of Journeyman's wage. 1ST. 2146. 3RD. 4TH. SS% 65% 75Y 95/ 'SUPPLEMENTAL BENEFITS:(per hour worked) - See below. B-2241/2287 ----------------------------- WAGESCper hour) 7/01/86- 6/30/87 Bu i I di ng: Millwright........... 19.29 OVERTIME PAY: See C C ) on OVERTIME PAGE attached. PAID HOLIDAYS: See ( 1 ) on HOLIDAY PAGE attached. ALLOWABLE PATIO: ApprenticeCs) to Journeymen ( 1 - 7 ) APPRENTICES: ( 1 ) year terms at the following percentage of Journeyman's wage. 1ST. 2ND. 3RD. 4TH. 5S% 65% 75% 95% SUPPLEMENTAL BENEFITS:Cpar hour worked) Health/Welfare........; 2.67 Pension ............... 2.59 Annuity. .... 2. 94 Apprentice Training... .15 Vacation. . ... . . . . 2. 40 Listed supplements apply to ALL classifications C x )Yes C )No. B-740 ------------------------------ WAGESCper hour) 7/01/85- 7/01/86- 6/30/86 6/60/87 Pi ledriver........... 19.66 20.66 Dockbui lder............ 19.66 20.66 OVERTIME PAY: Sae ( D, 0 ) on OVERTIME PAGE attached. PAID HOLIDAYS: See C 1 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: ApprenticeCs) to Journeyman C 1 - 7 ) APPRENTICES: C 1 ) year terms at the following percentage of Journeyman's wage. 1ST. 2NO. 3RD. 4TH. 5S% 65Y 75Y. 95% • SUPPLEMENTAL BENEFITS:(per hour worked - See below. 8-1456 • State of New York Department of labor carpenter Ccont) • PREVAILING RATE SCHEDULE C # )See NOTICE PAGE ATTACHED Case Number Bureau of Public Work 8603874 _ 3E-7/01%85 thru 6/30/86 Published - 5/30/86 SUFFOLK COUNTY Page 3 WAGESCper hour) 7/01/85- 7/01/86- 6/30/86 6/30/87 Marine Construction: Marine Di ver. . . . . . S 23.33 24.52 " Tender. . .. 18. 19 19. 11 OVERTIME PAY: See C D, O ) on OVERTIME PAGE attached. PAID HOLIDAYS: Sae C 1 .) on HOLIDAY PAGE attached. ALLOWABLE RATIO: ApprenticeCs) to Journeymen ( 1 - 7 ) APPRENTICES: C 1 ) Year terms at the following percentage of Journayman's wage. 1ST. 2ND. 3RD. 4TH. SS% 65% 75% 95Y. SUPPLEMENTAL BENEFITS:(per hour worked - See below. 8-1456/0 WAGES(per hour) 7/01/85- 7/01/86- 6/30/86 6/30/87 Timbarman .............= 18.27 19.19 OVERTIME PAY: See ( D, O ) on OVERTIME PAGE attached. PAID HOLIDAYS: See C 1 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: ApprenticeCs) to Journeymen ( 1 - 7 ) SUPPLEMENTAL BENEFITS:(par hour worked - See below. I ------------------------------ 8-1536h The following Supplemental Benefits ;apply to the preceding Carpenter categories and/or occupational titles unless otherwise noted. SUPPLEMENTAL BENEFITS:(per hour wurked) for ALL Categories Except 1st 8 2nd Year Apprentices Health/Welfare ........ # 2.40 2.67 Pens i on . . . . . .. .. . ... .. 2.49 2.59 Annuity ............... 1.20 1.20 Apprentice Training... .15 .15 Vacation. 1. SS 1.55 SUPPLEMENTAL BENEFITS:(per hour worked) for 1st 8 2nd Year Apprentices indentured before June 30,1984 Health/Welfare ... ... .. s *2.40 *2.67 Pens i on ... . ... .. ... ... *1.49 #1. 55 Annuity ............... # .72 # .72 Apprentice Training... # .15 # 15 Vacation. # .87 # .93 SUPPLEMENTAL BENEFITS:(per hour worked) for 1st 8 2nd Year Apprentices indentured after July 1,1984 Health/Welfare..,.....; #2.40 #2.67 Pens i on .. .. . .. .... .... #1. 25 #1. 30 Annuity ............... # .60 # .60 Apprentice Training... # .15 # 15 Vacation . . . .. . . . . .. .. . # . 73 # .78 Listed supplements apply to ALL classifications C )Yes ( x )No. C # ) Apprentice supplements appear in second column.Clst and 2nd year only. All others receive Journeyman supplements.) 8-nYc/supp E • PREVAILING RATE SCHEDULE ( S )See NOTICE PAGE ATTACHED State of New York Case Number Bureau of Department of Labor Public Work 8603874 3E-7%01/85 thru 6/30/86 Published - 5/30/86 SUFFOLK COUNTY Page 5 ELECTRICIAN MAG (per hour) 5/03/86- 11/01/86- 11/01/86 4/30/87 Electrician.......... 4 22.15 22.90 Audio/Sound.......... 22.15 22.90 OVERTIME PAY: See C B, O ) on OVERTIME PAGE attached. PAID HOLIDAYS: See C 1 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: Apprentices) to Journeymen ( 1 - 1 ) C 2 - 4 ) C 3 - 7 ) APPRENTICES: C 1 ) year terms at the following percentage of Journeyman's wage. 1ST. 2N6. 3RD. 4TH. 35Y. 45Y. 60% 70`/. SUPPLEMENTAL BENEFITS:(per, hour, worked) Health/welfare........; 10.5 % 10.5 Y. Pens i on. . . 7. 5 % 7. 5 Y. Supp I.Unemploy.Benefit .25 .25 Apprentice Training... .12 .12 Annuity ............... 11.5 % 11.5 % Benefit Fund.......... 3 Y. 3 Y. Vacation and Hol i day. . S. 5 Y. S. 5 Listed supplements apply to ALL classifications C )Yes C x )No. Note: 1st. Term (only) Apprentice NOT included in Annuity Fund Benefit. 4-25 ------------------------------ WAGES(per hour) 5/01/86- 5/01/87- 4/30/87 4/30/89 Telephone •• Installer/Repairman i 18.22 18.84 Foreman........... 19.96 20.64 OVERTIME PAY: See C B, E, P ) on OVERTIME PAGE attached. PAID HOLIDAYS: See ( 1 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: ApprenticeCs) to Journeymen ( 1 - 1 ) ( 2 - 2 ) APPRENTICES: C 1 ) year terms at the following wage. 1ST. 2ND. 3Ri). 4TH. S. 86 6.81 9.13. 10.49 from 5/01/86 to 4/30/87 6.06 7.04 9.44 10.85 from 5/01/87 to 4/30/88 SUPPLEMENTAL BENEFITS:(per hour worked) Health/welfare........; 10 Y. 10.5% Pens i on. . . . . . 7. 5% 7.S% Apprentice Training... 5/81/1 5/8`/. Annuity.. ......... 12 Y. 12 Y. Benefit Fund.......... 3.Y. 3 Vacation and Hol i day. . 9. 5% 9. Sy. Listed supplements apply to ALL classifications C x )Yes ( )No. 4-25t ------------------------------ Applicable on MAINTANENCE of traffic signals and street lighting only. WAGESCper hour) 7/01/86- 1/01/87- 12/31/B6 6/30/87 Electrician (Traffic/Street)..... 17.42 17.98 OVERTIME PAY: See ( B, G, P ) on OVERTIME PAGE attached. PAID HOLIDAYS: See C 1 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: ApprenticeCs) to Journeymen ( 1 - 1 ) C 2 - 2 APPRENTICES: C 1 ) year terms at the following percentage of 1ST. 2ND. 3RD. 4TH. 40% SOY. 60% 80% SUPPLEMENTAL BENEFITS:Cper hour worked) Health/Welfere........4 8 Y. 8 Y. Pens i on. .. .... S.S% S.5% Apprentice Training... 1/2% 1/2% Benefit Fund.......... 3 Y. 3 y. Annuity.... ... 9 Y. 9 Vacation and Hol i days. 8. S% 8. Sy. C 3 - 3 ) Jourheyman's Wage. Listed supplements apply to ALL classifications C x )yes C )No. 4-25m • State of New York Department of Labor PREVAILING RATE SCHEDULE Case Number 8603874 SUFFOLK COUNTY ( * )See NOTICE PAGE ATTACHED Bureau of Public Work 3E-7/01/85 thru 6/30/86 Published - 5/30/86 Page 6 IRONWORKER WAGES(por hour) 1/01/86- 7/01/86- 1/01/87- 6/30/86 12/31/86 6/30/87 Structural........... s 17.45 An An Riggers.. ......... 17.45 Additional Additional Machinery Movers. ... .. 17-45 1.10 1.10 Erectors.... 17.45 is is OVERTIME PAY: See C 8, E. 0 ) on OVERTIME PAGE attached. PAID HOLIDAYS: See ( 1 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: Apprantice(s) to Journeymen ( 1 - 10 ) APPRENTICES: C 1/2 ) year terms at the following wage. 15T. 2N6. 3RD. 4TH. 5TH. 6TH. - $N S4- 10. 14 10. 14 10. 73 10. 75 10.75 SUPPLEMENTAL BENEFITS:(per hour worked) Health/Welfare........; 2.00 *2.00 to be to be Pension... .... 3.20 *3.20 allotted allotted Apprentice Training. . . .28 * .2a at at Vacation .............. 3.40 *2.40 a a Annuity.. ......... 5.00 *2.50 later later Benefit Fund.......... 1.75 *1.40 date. date. Listed supplements apply to ALL classifications ( )Yes C x )No. Is Apprentice supplements appear in second column. ------------------------------ 8-40/361 WAGES(par hour) :/01/86- 6/30/67 Reinforcing.......... 22.63 OVERTIME PAY: See C C. 0 ) on OVERTIME PAGE attached. PAID HOLIDAYS: See C 1 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: Apprentices) to Journeymen ( - ) ( - ) APPRENTICES: ( 1 ) Year terms at the following percentage of Journeyman's wage. 1ST. 2ND. 3R0. 40% 75A 85% SUPPLEMENTAL BENEFITS:(per hour worked) Hea 1 th/We 1 fare. . .. . . .. s 1.745 *1.745 Pension ............... .985 is .985 Apprentice Training... .08 * .08 Vacation .............. 2.00 *apply% Annuity.. 3.SO *apply% Scholarship Fund...... 04 :s 04 Listed supplements apply to ALL classifications C )Yes ( x )No. (*) Apprentice supplements,appear in second column. ------------------------------ 8-46 WAGES(par hour) 1/01/86- 7/01/86- 1/01/87- 6/30/86 12/31/86 6/30/87 Ornamantai........... 17.40 Additional Additional Chain Link Fence...... 17.40 .85 .85 OVERTIME PAY: See ( D ) on OVERTIMIE PAGE attached. PAID HOLIDAYS: See ( 1 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: Apprehtice(s) to Journeymen ( - ) C - ) ( - ) APPRENTICES: C 1/2 ) year terms at the following percentage of Journeyman's wage. 1ST. 2ND. 3RD. 4TH. 5TH._ 6TH. 60% 65Y. 70Y BOY. 90"/. 95% BENEFITS:(per hour worked) Hea 1 EM/ 1 fare. . s 2. 07 to be SHE to be Pension.. 2.36 allotted allotted Apprentice Training... .25 at at Vacation .............. 2.50 later later Annuity ............... 4.60 date. date. Listed supplements apply to ALL classifications ( x )yes ( )No. 8-580 • hour worked) Health/Welfare........= 1.745 *1..745 PREVAILING RATE SCHEDULE ( * )See NOTICE PAGE ATTACHED * 985 State of New York Case Number Bureau of Vacation .............. Department of Labor *apply% Public Work 3. SO *app 1 y% 8603874 .04 * ..04 3E -7/01/8S thru 6/30/86 Published - S/30/86 SUFFOLK COUNTY Page 7 LABORER MAGE (per hour) 7/01/86- 6/30/87 Building Laborer: All Classifications...; 16.25 OVERTIME PAY: See C A, H ) on OVERTIME PAGE attached. PAID HOLIDAYS: Sea C 5, 6, 10 ) on HOLIDAY PAGE attachad. SUPPLEMENTAL BENEFITS:(per hour worked) Health/Welfara........ ; 2.35 Pension ............... 2.58 Vacation .............. 1.00 Legal ................. 15 Training.._ .. .... .25 Listed supplements apply to ALL classifications C x )Yes ( ------------------------------ )No. 4-66 WAGES(par hour) 7/01/85- 7/01/86- 6/30/86 6/30/87 Laborep(Heavy/Highway): Group a 1: Asphalt Rakers and Formsetters. Group 8 2: Asphalt Shovelers and Tampers. Group s 3: Basic Laborer, Power Tool, Trackman, Landscape, Pipelayer, Jackhammer and Concrete. Heavy/Highway Laborer: Group s 1 ............. $ 14.15 15.17 Group a 2 . . . . .... . . . . . 13. 83 14. 83 Group s 3 . . . . . .. . . ... . 13.03 13.66 OVERTIME PAY -t See ( ) on OVERTIAE' PAGE attached. PAID HOLIDAYS: See C ) on HOLIDAY PAGE attached. SUPPLEMENTAL BENEFITS:(per, hour worked) Health/'Welfare........= 12 / 12 Y. Pension ............... 13 Y. 13 V. Vacation .............. 1.00 1.00 Other(Lagal).......... 1 Y. 1 % Listed supplements apply to ALL classifications ( x )Yes C. )No. 4-1298 LATHER WAGES(per hour) 7/01/86- 6/30/87 Lather (Wood Wire 8 Reinforcing). . . 22.63 OVERTIME PAY: See C C, 0 ).on OVERTIME PAGE attached. PAID HOLIDAYS: See ( 1 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: Apprantice(s) to Journeymen C 1 - 5 ) APPRENTICES: ( 1 ) year terms at the following percentage of Journeyman's wage. 1ST. 2ND. 3RD. 40% 7S'/. 85% SUPPLEMENTAL BENEFITS:Cper hour worked) Health/Welfare........= 1.745 *1..745 Pension... .... .985 * 985 Apprentice Training. .. .08 *.08 Vacation .............. 2.00 *apply% Annuity. . . .. . . 3. SO *app 1 y% Scholarship Fund...... .04 * ..04 is Listed supplements apply to ALL classifications C )Yes C x )No. * Apprentice supplements appear in second column. 8-46 State of New York Department of Labor MASON/ISLE/TERRAZZO PREVAILING RATE SCHEDULE ( * )See NOTICE PAGE ATTACHED ^Case Number. Bureau of Public Work 8603874 _ 3E -I%01/85 t h r u 6/30/86 Published - 5/30/86 SUFFOLK COUNTY Page 8 WAGESCpar hour) 1/01/86- 5/31/86 Building: Bricklayer............ ; 20.14 OVERTIME PAY: Sae C C, R ) on OVERTIME PAGE attached. PAID HOLIDAY: Sao C 1 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: AppranticeCs) to Journeymen C 1 - 10 ) APPRENTICES: C 750 hours) terms at the following percentage of Journeyman's wage. 1ST. 2ND. 3RD. 4TH. STHCSOOHR) 6TH(SOOHR) SOY. 60% 707 80% 90/ 95% SUPPLEMENTAL BENEFITS:(per hour worked) Health/Welfare........ 1.88 *1.88 Pension. . . . . . 2.64 *2.64 Apprentice Training... .20 * .20 Annuity. . .. .. . . 2. OS * .50 Listed supplements apply to ALL classifications C x )yes C )No. C * ) Apprantice Benefits appear, in second column 8-NYDC WAGES(por hour) 7/01/85- 7/01/66- 6/30/86 6/30/67 Cement Finisher.. .. 18.55 Additional OVERTIME.PAY: See ( C ) on OVERTIME PAGE attached. PAID HOLIDAY: Sea C 1 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: Apprentices) to Journeymen ( 1 - 10 ) APPRENTICES: C 1/2 ) year terms at thq following percentage of Journeyman's wage. 1ST. 2ND. 3RD. 4TH. STH. 6TH. SOY. 60% 70% 80/ 90. 95'/. SUPPLEMENTAL BENEFITS:(per hour worked) Haa I th/We I fare. . . . . . . . 4 2. 11 1. 40 Pansi on. . . . .. . 2. 60 to be Apprentice Training... .09 allotted Annuity ............... 3.15 later Listed supplements apply to ALL classifications C x )Yes ( )No. 4-780 WAGES(por hour) 1/01/86- 7/01/86- 1/01/87- 6/30/86 12/31/86 6/30/87 Building: Plasterer.. .. ..... 17.45 Additional Additional OVERTIME PAY: Sea C A, 0 ) on OVERTIME PAGE attached. PAID HOLIDAY: See C 1 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: Apprentices) to Journeymen C 1 - 1 ) C 1 - 4 ) SUPPLEMENTAL BENEFITS:Cper hour worked) Health/Wel faro. . . ..... s 3.90 1.00 .75 Pon$ion............... -. -- to be to be Apprentice Training... .01 allotted allotted Vacation.. ..... 2.72 at later at later Scholarship Fund...... .01 data. date. Listed supplements apply to ALL classifications C x )Yes C )No. 4-852 0 • PREVAILING RATE SCHEDULE C k )See NOTICE PAGE ATTACHED State of Now York ^ Case Number Bureau of Department of Labor Public Work 8603874 _ 3E-7/01/85 thru 6/30/86 Published - S/30/86 SUrFOLK COUNTY Page 9 Mason (cont) WAGES par hour) 1/01/86- 7/01/86- 1/01/87- 6/30/86 12/31/86 6/30/87 Building: Mosaic 8 Terrazzo Worker.. 15.60 19.9s Addi ti ona 1 OVERTIME PAY: See ( 8, 0 ) on OVERTIME PAGE attached. PAID HOLIDAY: See ( 1 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: Apprantice(s) to Journeymen ( - ) C - ) C - ). APPRENTICES: C 1/2 ) year terms at the following percentage of Journeyman's wage. 1ST. 2N6. 3RD. 4TH. STH. 6TH. 4SY. SOY. SOY. 70% 80% 85% 18.36 SUPPLEMENTAL BENEFITS:(par hour worked) OVERTIME PAY: See C Health/Welfare........; 1.48 1.48 .71 Pahsi On.. 2.90 3.2S allotted Supp. Unamp I oy. Benefit. .45 45 later. Listed supplements apply to ALL classifications C x )Yes C )No. 8-3 WAGESCper hour) 1/01/86- 7/01/86- 1/01/87- 1.7S 6/30/86 12/31/86 6/30/87 Building: 1.42 1.42 1.42 Mosaic and Annuity . . . . . . . . . . . . . 1.00 Terrazzo Helper..... 18.11 Additional Additional OVERTIME PAY: See C 8, 0 ) on OVERTIME PAGE attached. PAID HOLIDAY: See C 1 ) on HOLIDAY PAGE attached. SUPPLEMENTAL BENEFITS:Cper hour worked) Health/Welfare........; 1.48 .79 .80 Pension. . 2.90 to be to be Supp.Unamploy.8enefit. .45 allotted allotted Vacation .............. .50 later, later. Listed supplements apply to ALL classifications C x )Yes C ]No. 8-35 WAGESCper hour) 12/02/85- 5/2S/86 Building: Tile Setter........... 19.03 OVERTIME PAY: See C A. 0 ) on OVERTIME PAGE attached. PAID HOLIDAY: See ( 1 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: ApprenticeCs) to Journeymen C 1 - 1 ) ( 1 - 2 ) APPRENTICES: ( N/A ) year terms at the following percentage of Journeyman's wage. 1ST. 2ND. 3RD. 4TH. 5TH._ 6TH. 7TH. 8TH. N/A N/A N/A N/A N/A N/A N/A N/A SUPPLEMENTAL BENEFITS:(per hour worked) Health/Welfare........; 2.18 Pension ............... 2.2S Vacation .............. 1.625 Listed Supplements apply to ALL classifications ( x )Yes C )No. 8-52 WAGES(par hour) 5/26/86- 12/01/86 6/01/87- 11/30/86 5/31/87 5/29/88 Building: Tile Layer He 1 par. . . . . ; 18.36 18.36 18.36 OVERTIME PAY: See C A, 0 ) on OVERTIME PAGE attached. • PAID HOLIDAV: See ( 1 ) on HOLIDAY PAGE attached. SUPPLEMENTAL BENEFITS:(per hour workad) Health/Welfare........; 1.75 1.7S 1.75 Pension ............... 1.42 1.42 1.42 Annuity . . . . . . . . . . . . . 1.00 1.95 3.20 Listed supplements apply to ALL classifications ( x )Yes C )No. 8-88 • State of New York Department of Labor PREVAILING RATE SCHEDULE C * )See NOTICE PAGE ATTACHED ase Number 8603874 SUFFOLK COUNTY Mason Ccoht. ) WAGES par hour) 1/01/86- 7/01/86 6/30/86 6/30/87 Watarproofop(Mason) and Tuckpointer. .. 4 18.65 19.90 Sandblesti ng(Moson). . . 17.70 18.9s steamc 1 aan i ng( Mason). . 17. OS 18.30 OVERTIME PAY: See C ) on OVERTIME PAGE attached. PAID HOLIDAY: Sao C ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: AppranticaCs) to Journeymen C 1 - 5 ) jIPPRENTICEs: C 1 ) Year terms at the following percentage of 1ST. 2ND. 3RD. SSY. 707 85% SUPPLEMENTAL BENEFITS:Cper hour worked) Health/Welfare........= 1.75 91.75 1.75 *1.75 Pans i on. . .. . . . . . . 3. 00 *1.7S 3. 00 *1.7S Benefit Fund. . . . . . . . . . 10 Y. a .69 10 % * .69 Training Fund. . . . .. . . . . 08 * 08 . 08 * 08 Annuity ............... 2. CO * SS 2.00 * SS Bureau of Public Work 3E-7/01/85 thru 6/30/86 Published - 5/30/86 Page 10 Journeyman's wage. Listed supplements apply to ALL classifications C )Yes ( x )No. * Apprentice supplements appear, in second column. 4-66w WAGES(par hour) 1/01/86- 7/01/86- / / - 6/30/86 Stone Mason........... * 21.50 OVERTIME PAY: See C A, M ) on OVERTIME PACE attached. PAID HOLIDAY: Sea C 1 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: AppranticaCs) to Journeymen ( - ) C - ) C - ). APPRENTICES: C 1/2 ) Year terms at the following percentage of Journeyman's wage. 1ST. 2ND. 3RD. 4TH. STH. 6TH. 7TH. 87H. 50% SSY. 60Y. 6S Y. 70% 80% 90`/. 95Y.. SUPPLEMENTAL BENEFITS:(per hour worked) Hua I th/We I fare. . . . . .. . S 2.75 Pons i on -- Annuity ............... 2.00 Listed supplements apply to ALL classifications C x )Yes C )No. 8-33 WAGES(per hour) 1/01/86- 7/01/86- 6/30/86 12/31/86 Stone Setter.... . . .. . . 4 20.08 20.47 OVERTIME PAY: See C C, M ) on OVERTIME PAGE attached. PAID HOLIDAY: Sae C 1 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: ApprenticeCs) to Journeymen C 1 - 10 ) APPRENTICES: C 1/2 ) Year terms at the following percentage of Journeyman's wage. 1ST. 2ND. 3RD. 4TH. STH._ 6TH. 7TH. 8TH. SO% 555. 60% 65Y. 70M 80Y 90%. 95'/, SUPPLEMENTAL BENEFITS:Cper hour worked) Hea 1 th/Wa 1 fare. . . . . . .. s 1. 60 1. 70 Pans ion ............... 1.60 1.80 Socurity Banafit...... .60 .60 Apprentice Training... .10 .10 Vacation .. . . .. ... .. . . . 2. 00 2. 00 A n n u i t .. . . .. ... . .. .. . 4. 00 4. 25 Listed supplements apply to ALL classifications C x )Yes C )No. 8-84 0 • PREVAILING RATE SCHEDULE C * )See NOTICE PAGE ATTACHED State of New York Case Number Bureau of Department of Labor Public Work 8603874 3E-7/01/85 thru 6/30/86 Published - 5/30/86 SUFFOLK COUNTY Page 11 Mason (cant. - ) WAGES per hour) 7/01/86- 1/01/87- 12/31/86 6/30/87 Oarrickman/Rigger.... * 19.11 Additional OVERTIME PAY: See ( C, 0 ) on OVERTIME PAGE attached. PAID HOLIDAYS: See C 1 ) on HOLIDAY iPAGE attached. ALLOWABLE RATIO: Apprehtice(s) to Journeymen ( 1 - 10 ) APPRENTICES: C 1/2 ) year terms at the following percentage of Journeyman's wage. 1ST. -2-R-0 . 3RD. 4TH. 5TH._ 6TH. SOY. 60% 70% 80% 90% 90% SUPPLEMENTAL BENEFITS:(per hour worked) Health/Welfare ........ 4 1.83 .89 Pension... .... 2.42 to be Apprentice Training... .10 allotted Vacation .............. 2.50 at later Annuity ............... 5.00 date. Listed supplements apply to ALL classifications C x )Yes C )No. 8-197 WAGES(per hour] 1/01/86- 6/30/86 Building: Marble Sawyer, Rubber 8 Polisher........... 18.58 OVERTIME PAY: See ( B ) on OVERTIME PAGE attached. PAID HOLIDAY: See C 5,6,8,10,15 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: ApprehticeCs) to Journpymen C - ) C APPRENTICES: C 1/2 ) year terms at th6 following percentage of Journeyman's wage. 1ST. 2ND. 3RD. 4TH. STH. 6TH. 7TH. 8TH. SOY. SSA 60`/. 65`/. 70/ .-a 0, -9 W1 951. SUPPLEMENTAL SENEFITS:Cper hour worked) Health/Welfare.........96 Pens i on. . .. 1. 18 Supp. Uhemp I oy. Behaf i t. .10 Vacation .............. 2.10 Annuity.., ........... 2.50 Listed supplements apply to ALL classifications ( x )Yes ( )No. 8-1 WAGESCper hour) 1/01/86 - Building: Marble Cutters 8 Setters ............. 16.75 OVERTIME PAY: See C B ) on OVERTIME (PAGE attached. PAID HOLIDAY: See C S, 6, 8,10,15 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: Apprentice(&) to Journeymen C - ) ( - ) C - ), APPRENTICES: C 1/2 ) year terms at the following percentage of Journeyman's wage. 1ST. 2ND. 3RD. 4TH. 5TH._ 6TH. 7TH. 8TH. SOY. SSY. 60Y. 65% 70% 80% 90% 95`/. SUPPLEMENTAL BENEFITS:Cpr hour worked) Health/Walfare... ..j .96 Pens i on. . .. 1. 18 Supp. Unemp 1 oy. Benefit. . 90 Vacation .............. 2.50 Annuity .............. 3.50 Listed supplements apply to ALL classifications C x )yes ( ]No. 8-4 0 PREVAILING RATE SCHEDULE C * )Sae NOTICE PAGE ATTACHED State of New York Department of Labor Mason (cont...) WA E (par hour) ase Number 8603874 SUFFOLK COUNTY 1/01/86- 6/30/86 Bureau of Public Work 3E-7/01/85 thru 6/30/86 Published - S/30/86 Page 12 Marble Helper......... $ 16.47 Crane Operator........ 16.47 Marble Rigger.......... 16.47 OVERTIME PAY: See C B ) on OVERTIME PAGE attached. PAID HOLIDAY: Sae C S, 6, 8, 10, 15 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: Apprentices) to Journeymen C - ) ( - ) C - ). APPRENTICES: [ 1/2 ) year terms at the following percentage of Journeyman's wage. 1ST. 2N0. 3RD. 4TH. STH. 6TH. 7TH. 8TH. SOY. SKY. 60Y 65% 70% BO% 90% 951/1 SUPPLEMENTAL BENEFITS:(per hour worked) Health/Welfare........; .96 Pens i on. . 1. 18 Supp. Unamploy.8enefit. .4S Vacation .............. 2.70 Annuity ............... 3.40 Listed supplements apply to ALL classifications ( x )ves C )No. 8-10 PAINTER WAGES(Par hour) 4/01/86- 6/30/86 Stee I : • Stee I . . . .. . . . . . . . 20. SO .. Spray. . . . . . . . . ... 22. 00 , Sandblasting..... 22.00 •• Power Tool....... 22.00 OVERTIME PAY: See C A, E, 0 ) on OVERTIME PAGE attached. PAIL) HOLIDAY: See ( 1 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: Apprentice(s) to Journeymen ( 1 - 10 ) APPRENTICES: ( 1 ) year terms at the following percentage of Journeyman's wage. 15T. 2ND. 50% 65Y. SUPPLEMENTAL BENEFITS:(per hour worked) Health/Welfare ........$ 13 Y Pension... ..... 1.10 Apprentice Training... 1/2 % Vacation.. .......... 6 Y. Annuity......•.•••.••• 11 Y. Listed supplements apply to ALL classifications C x )Yes ( ------------------------------ )No. 8-806 WAGES(per,hour) 2/01/86- 7/31/86 Drywall Taper......... $ 18.61 OVERTIME PAY: See ( C, 0 ) on OVERTIME PAGE attached. PAID HOLIDAY: Sae C 1 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: AppranticeCs) to Journeymen C - ) ( - ) C - ). APPRENTICES: [ 1/2 ) year terms at the following percentage of Journayman's wage. 1ST. 2ND. 3RD. 4TH. 50% 60% 75% 90Y, SUM UPPLEMENTAL BENEFITS:Cpar hour worked) lth/Welfare........$ 2.17 *13% -.2S Pens i on ............... .71 *. 71 • Vacation .............. 9 Y. * 9 % Annuity ............... 10 Y. *10 Y. Apprentice Training... .01 * .01 Listed supplements apply to ALL classifications C )Vas ( x )No. (*)Apprentice Benefits appear in second column. --------••--------------------- 8-1974 • • PREVAILING RATE SCHEDULE C a )See NOTICC PAGE ATTACHED State of Now York Case Number Bureau of Department of Labor Public Work 8603874 3E-7/01/85 thru 6/30/86 Published - 5/30/86 SUFFOLK COUNTY Page 13 Painter CCOnt) WA (per hour) 5/01/86- 3/31/87 Brush. . 17. 68 Structural Steel/Bridge 21.72 Spray, Scaffold........ 19.76 Sandblasting........... 21.72 Paper Hangar........... 17.68 OVERTIME PAY: Sae C C, 0 ) on OVERTIME PAGE attached. PAID HOLIDAY: See C 5, 6 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: Apprehtice(s) to Journeymen C 1 - 5 ) APPRENTICES: C 1/2 ) year terms at the following percentage of Journeyman's wage. 1ST. 2ND. 3RD. 4TH. STH. 6TH. 50% SOY. 65% 70% 80% 90'/. SUPPLEMENTAL BENEFITS:(per hour worked) Health/Welfare .. . . . . . . $ 2.1a *1.58 Pension. . . . . . 1.40 *1.40 Apprentice Training... .30 * .30 Vacation .............. 1.55 * .78 Annuity ............... 1.95 a .98 Other CLegal)......... 15 a 15 Safety 8 Health....... .30 .30 Listed supplements apply to ALL classifications ( x )yes C )No. (a) Apprentice Supplements appear in second column. PLUMBER WAGES(per hour) 7/01/86- 1/01/87- 7/01/87- 12/31/86 , , 6/30/87 12/31/87 Plumber ... . $ 21.00 21. 50 22.15 OVERTIME PAY: See C C, 0 ) on OVERTIME PAGE attached. PAID OLIDAY: See ( 1 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: Apprentice(s) to Journeymen C 1 - 5 ) APPRENTICES: ( 1 ) year terms at the following wage. 1ST. 2ND. 3RD. 4TH. 9.45 10. 50 13. 65 14. 70 for 7/01/86 to 12/30/86 9.68 10.75 13.98 15.05 for 1/01/87 to 6/30/87 9.97 11.08 14.40 15.51 for 7/01/87 to 12/31/B7 10.24 11.38 14.79 15.93 for 1/01/B8 to 6/30/88 SUPPLEMENTAL BENEFITS:(per hour worked) Health/Welfare ........ $ 1.74 *1.06 1.89 *1.1S 1.94 *1.18 Pension . . . .. . . . . . . . . . . 3,75 *2.36 4.20 *2.63 4.39 *2.74 Apprentice Training. . . 1.38 * .25 .38 Is .2S .39 - * .26 Vacation ... ... .... . ... 1,30 a .75 1.30 a .7S 1.30 * .75 Annui ty.............. . 714 *. 375 . 714 a. 375 . 86 * . 45 Listed supplements apply to ALLclassifications C )Yes C x )No. * Apprentice Clst year) supplamants appear in second column. STEAMFITTER/SPRINKLER FITTER WA ES(per hour) 1/01/8G- 7/01/86 4-1486 1/01/88- 6/30/88 22. 75 2. 00 a1. 22 4. 56 *2. B9 39 a 26 1. 30 a 75 1. 00 a 53 4-775 Steam Fitter.......... $ 21.85 Sprinkler Fitter...... 21.85 OVERTIME PAY: See C C, O ) on OVERTIME PAGE attached. PAID HOLIDAY: Sae C 1 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: AppranticeCs) to Journeymen C 1 - 3 ) APPRENTICES: C 1/2 ) year terms at -the following percentage of Journeyman's wage. 1ST. 2NO. 3RO. 4TH. 57H._ 6TH. 40% 40% SOY. SOY. 60% GSY.. SUPPLEMENTAL BENEFITS:(per hour worked) Health/Welfare .. .. . . . . $ 2. 00 *_ % Pens i on. ....... . 1. 60 a= Y. Security Fund......... 2.50 a= % Training Fund......... .07 *.07 vacation . . . . . . . . . . . . . . 2. 00 a = Y. Listed supplements apply to ALL classifications C )yes ( x )No. a Apprentice supplements appear in second column. 8-638s/s • State of New York Department of Labor ROOFER WAGES(per hour) PREVAILING RATE SCHEDULE ( * )Sae NOTICE PAGE ATTACHED Gdse Number Bureau of Public Work _ 8603874 _ 3E -7i01/85 thru 6/30/86 Published - S/30/86 SUFFOLK COUNTY 10/01/85- 9/30/86 Page 14 Roofer ............... t 15.99 Waterproofer........... 15.99 OVERTIME PAY: Sae C A, D, E ) on OVERTIME PAGE attached. PAID HOLIDAY: See C 1 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: Apprentica(s) to Journeymen C 1 - 6 ) APPRENTICES: C 1/2 ) year terms at the following percentage of Journeyman's wage. 1ST. 2ND. 3RD. 4TH. STH. 6TH. 60% 65y, 70% 75% 80% 85% SUPPLEMENTAL BENEFITS:Cpar hour worked) Health/Welfare ........ 4 2.86 Pension. . . . . . 2.49 * ■ y, Apprentice Training. . . .03 * .03 Vacation .............. 2.92 t = Annuity ............... 1.48 * = Y. Listed supplements apply to ALL classifications ( )Yes C x ]No. (*) Apprentice supplements appear in second column. 4-154 SHEETMETAL WORKER WAGES(per hour) 1/30/86- 7/30/86 Sheetmetal Worker.... * 21.32 OVERTIME PAY: See C C, R ) on OVERTIME, PAGE attached. PAID HOLIDAY. See C 1 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: Apprentice(s) to Journeymen ( 1 - 4 ) APPRENTICES: ( 1/2 ) Year terms at the following percentage of Journeyman's wage. 1ST.' 2ND. 3RD. 4TH. STH. 6TH. 7TH. 8TH. 40Y. 4 5 A 50% SS% 60% 6S/ -7 0'/. -8 0 Y. SUPPLEMENTAL BENEFITS:Cper hour worked) Health/Welfare ........ = 2.152 *= Y. Pens i on. . . 2. 08 *_ Y. Supp I . Unomp I oy. Behef i t . 11 *_ Vacation .............. 1.50 *_ Anhui ty. . .. . .. . . 2. 6S Education Fund. . . . . . 18 *_ Y. Listed supplements apply to ALL classifications C )Yes ( x )No. * Apprentice supplements appear in second column. 8-28 WELDER Welder To be paid the rate of the mechanic performing the work. 8-282hsh TEAMSTER Truck Driver(Building and Heavy/Highway): GROUP 1: Chauffeur and Excavation. GROUP 2: Euclid and Turnapull type trucks. GROUP 3: Other truck Driver. WAGES(per hour) 7/01/86- 6/30/87 Truck Driver (Building and Heavy/Highway): Excavation operations 15.725 Euclid type... ..... 16.125 Other Truck Driver.. * 14.11 OVERTIME PAY: See ( 8, E, P, T ) on OVERTIME PAGE attached. PAID HOLIDAY: Sae C 5, 6, 7, 11, 12 ) on HOLIDAY PAGE attached. • SUPPLEMENTAL BENEFITS:(per hour worked) ea I th/We 1 fare. ... .. .. ; 3.00 *3. 00 ...7t Pens i on ............... 2. 8525 *2. SO Annuity . . . . . . . . . .. .. . . 3.312S *3.00 Listed supplements apply to ALL classifications C )Yes C x )No. C * )Appropriate supplemental benefits listed in second column. 8-282hsh • State of New York Department of Labor 0 SIGN ERECTOR MAG (per hour) PREVAILING RATE SCHEDULE C * )See NOTICE PAGE ATTACHED ase Number 8603874 SUFFOLK COUNTY 11/1/85- 6/30/86 Sign Erector......... ; 16.65 Bureau of Public Work 3E-7/01%85 thru 6/30/86 Published - 5/30/86 Page 15 OVERTIME PAY: See C A ) on•OVERTIME PAGE attached. PAID HOLIDAY: See C 5, 6, 10, 11, 12, 16 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: ApprenticeCs) to Journeymen ( 1 - 1 ) C 1 - 4 ) APPRENTICES: C 1/2 ) year.tarms at the following percentage of Journeyman's wage. j ST. 2N0. 3RD. 4TH. STH. 6TH. 7TH. 8TH. 9TH 10TH 40Y. 45% SOY. SSY. 60% 65% 7CIA 75% 80% 85% SUPPLEMENTAL BENEFITS:Cper hour worked) 1st Yr Health/Welfare........; 7 Y. *.46 Local Pension. . . . .. . . . 8 '/. *2 National Pension...... .3S *.35 Apprentice Training... .09 *.09 Vacation .............. 6 / *2 % Annuity ............... 1.71 *-.-- Othar................. EmpSS *EmpSS Listed supplements apply to ALL classifications ( x )Yes ( )No. * Apprentice supplements appear in second column. 8-137 HIGHWAY STRIPER WAGESCper hour) 4/01/85- 4/01/66- 3/31/86 Painter(Striping-Highway etc.): Striping -Machine Oper.; 12.40 " Helper......... 11.00 Li nerman.............. 12.85 OVERTIME PAY: See C 6, F, S ) on OVERTIME PAGE attached. PAID HOLIDAY: See ( 5, 6, 8, 10, 11, 12, 15, 16 ) on HOLIDAY PAGE attached. SUPPLEMENTAL BENEFITS:(per hour worked) Health/Welfare........; 8 Y Pension ............... 4 Y. Vacation.............. 7 Y, Listed supplements apply to ALL classifications C x )Yes ( )No TREE TRIMMER WAGES(per hour)_` 30/1/85- 9/30/86 Tree Trimmer: Trimmer -T 7 (start)... ; 7.75 •' -T 6 after 6 mo. S.32 " -T 5 " 12 mo. 8. 54 •' - T 4 •' la m o. a.93 •• -T 3 '• 24 mo. 9. 70 '• -T 2 30 mo. 10. 14 -T 1 •' 36 mo. 11.56 Ori ver, Groundsman.... . . 9.S3 8-230 OVERTIME PAY: See C 8, E, 0 ) on OVERTIME PAGE attached. PAID HOLIDAYS: See (5,6,7,8,11,12,18„1933 on HOLIDAY PAGE attached. SUPPLEMENTAL BENEFITS: (per hour worked) Health/welfare........ ; Contr. Provide H. & W. + $10,000 Life Ins. Annuity ............... .35 Holidays .............. (12 paid). Vacation - after 15 mo./l week. -after, 30 mo./2 weeks. -after l0yrs/3 weeeks. - pro -rated if less than 1700 hrs.in prior year. Listed supplements apply to ALL classifications ( x )Yes C )No. 4-1049t • PREVAILING RATE SCHEDULE ( * )See NOTICE PAGE ATTACHED State of New York Case Number Department of Labor 8603874 _ SUFFOLK COUNTY Bureau of Public Work 3E-7/01/BS thru 6/30/86 Published - 5/30/86 Page 16 SURVEY CREW WA :(per hour) 7/01/85- 7/01/86- 6/30/86 6/30/87 Survey Rates -Building: Party Chief......... 17.80 *1. S4 Instrument Man...... 15.67 *1.40 Rodman/Chalnman..... 10.74 *1.09 OVERTIME PAY: See C ) on OVERTIME PAGE attached. PAID HOLIDAY: See ( ) On HOLIDAY PAGE attached. ALLOWABLE RATIO: Apprantice(s) to Journeymen C - ) ( - ) SUPPLEMENTAL BENEFITS: (Par hour worked) Health/Welfare........ 1.10 Is to Pension... 90 be Apprentice Training... .20 allotted Vacation .............. 1.010 at later Annuity ............... 3.25 date. Listed supplements apply to ALL classifications ( x )Yes ------------------------------ C )No. 8-lsobns WAGES:(per hour) 7/01/85- 7/01/86- 6/30/86 6/30/87 Survey Rates-Heavy/Hiway: Party Chief......... 17.59 *1.52 Instrument Man...... 15.42 *1.39 Rodman/Chainmen. . . . . 13.98 .*1.09 OVERTIME PAY: Sea C ) on OVERTIME PAGE attached. PAID HOLIDAY: Sae ( ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: Apprentices) to Journeymen C - ) C - ) C - ). SUPPLEMENTAL BENEFITS: (Per hour worked,) Health/Welfare........ 1.10 * to Pension... 90 be Apprentice Training... 20 allotted Vacation .............. 1.00 at Iatar Annuity ............... 3.2S date. Listed supplements apply to ALL classifications ( x )Yes ( )No. 8-1SDns DRILLING WAGES(per hour) 10/17/85- 10/16/86 Core Drilling: Driller...... .... = 13.90 •• Helpar.......... 12.14 OVERTIME PAY: Sae ( 8, E ) on OVERTIME PAGE attached. PAID HOLIDAYS: See ( S, 6 ) On HOLIDAY PAGE attached. ALLOWABLE RATIO: Apprentice(s) to Journeymen ( - ) ( - ) C - ) SUPPLEMENTAL BENEFITS:(par hour worked) Health/Welfare ........ = 1.66 Pension ............... 1.30 Vacation .............. .19 Listed supplements apply to ALL classifications ( x )yes ------------------------------ C )No. 8-1536 WAGE (par hour) 8/01/83- 8/01/84- 8/01/85 - 7/31/84 7/31/85 7/31/136 Wall Driller: •• Driller.........* 15.10 Additional Additional •• •• Ha 1 par.. . . . 13.10 .90 .90 OVERTIME PAY: See ( P ) on OVERTIME PAGE attached. PAID HOLIDAY: See C S, 6, 10, 12 ) on HOLIDAY PAGE attached. • ALLOWABLE RATIO: ApprenticaCs) to Journeymen ( 1 1 ) ( 1 6 ) SUPPLEMENTAL BENEFITS:(par hour worked) Health/Welfare........9 A to be to be Pension.. ......... 2.75 allocated allocated Holiday Fund.......... .46 later. later. Listed supplements apply to ALL classifications ( x )Yes ( )No. 4-138well State of New York Department of,Labor PREVAILING RATE SCHEDULE C * )See NOTICE PAGE ATTACHED Case Number 8603874 SUFFOLK COUNTY Bureau of Public Work 3E-7/01/85 thru 6/30/86 Published - 5/30/86 Page 17 POWER EQUIPMENT OPERATOR WAGES(per hour) 7/01/85- 7/01/86 - Building: 6/30/86 6/30/87 Hoist(Multiple Platform) 21.90 22.90 Load Engineer 20.50S 21. SOS Hoist(Tandem Platform 20.28 21.28 Tower Crana(Enginaor) 19.86 20.86 SidaBoom TractorCUsed in tank work) 19.56S 20. 56S Scoop, Carry -all, Scraper in tandem 19. 48 20. 48 Boom Trucks or Cranes (Used for stone setting or structural steel) 19. 43 20. 43 CMI or Maxim Spreader, Concrete Spreader, Derrick, Sideboom Tractor 19.405 20.405 Tank Work 19.33 20.33 Hoist, 2 Drum, Hoist. 3 Drum 19. 28 20. 28 Backhoe,Dragline, Gradall, Pile Driver, Shovel 19.305 20.305 Elevator, Fork Lift, Hoist, 1 Drum 19. 23 20. 23 Batching PlahtCon site of ,Job), Power WinchCused for stone or steal), Power Winch (Truck Mounted -used for stone or steel), Pump, Concrete 19.20S 20.20S Dredge 19.18 20.18 Roller, Trench Machine 19.105 20.105 Welding Machine, Structural Steel 19. OB 20. 08 Boom Truck, Crane, Crawler or Truck, Conveyor(Multi). Plant Engineer, Stone Spreader (Self -Propelled) 19.055 20.055 Asphalt Spreader 19.03 20.03 Fork Lift(Walk Behind, Power Operated) 19.02 20. 02 CompressorCStructural Steel) 19.005 20.005 Boiler, Bulldozer, Compressor(on Crane), Compressor(Pile Work). Compressor(stone setting). Concrete Breaker, Conveyor, Generator -Pile Work, Loading MachineCFront End), Maintenance Engineer,Powerhouse, Power WinchCused for other than stone or steel), Power Winch, Truck Mounted(used for other than stone or, steel, Pulvi-Mixer,Pump(Dble Action Diaphragm), Pumps(Gypsum, Hydraulic, Jet, Single Action- 1 to 3, and Well Point), Welding and Burning, Welding Machine (Pile Work) 18.855 19. 855 Curb Machine(Asphalt or Concrete), Curing Machine, Pump(Submersible), Maintenance Man 18. 80 19.80 Grader 18.63 19. 63 Compressor, Compressor(2 or more in battery), Generator, Mulch Machine, Pin Puller, Portable Heaters, Pump(4 inches or over), Track Tamper(2 Engineers,Each), Welding Machine 18.605 19.605 Sti pi ng Machine 18.53 19.53 Bulldozer(used for excavation). Fireman. Loading Machine, Powerbroom, Vac -All 18. 48 19. 48 Concrete SSW or Cutter, Mixar(with Skip), Mixer(2 Small with or without Skip), Pump(Up to 3 inches).Tractor,Craterpillar or Wheel, 18. 105 19. 105 ScoopCCarry-All Scraper) 19.48 20.48 Hydra Hammer. Ridge Cutter 18.02 19.02 Bending Machine, Dinky Locomotive, Gaherator(Small), Vibrator(1 to 53, 17.855 18. 855 Power Buggies 17.73 18. 73 Stump Chipper and Oiler 17.505 18.505 Mechanical CompactorCHand Operated), Trench Machine(Hand) 17. 48 18. 48 OVERTIME PAY: See C D, 0 ) on OVERTIME PAGE attached. PAID HOLIDAY: See C 5,6.7.11,12 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: Apprentice(s) to Journeymen ( 1 - 1 ) ( 1 - 6 ) SUPPLEMENTAL SENEFITS:(per hour worked) Hoa I th/We I fare. . . . ... i 1. 92 1. 92 Pons i on . . .. . . . ..... . . 2. 75 2. 75 Supp. Unemp 1 . Behef i t. . .20 .20 Apprentice Training.. .2S .25 Annuity .............. 1.50 1.50 • Other. . supplements 25 . 25 ( Listed supplements apply to ALL classifications ( )Ves )No. 4-138b ------------------------------ • PREVAILING RATE SCHEDULE C * )See NOTICE PAGE ATTACHED State of New York Case Number Department of Labor Bureau of Public Mork 8603874 3E-7/01/85 thru 6/30/86 Published - 5/30/86 SUFFOLK COUNTY Page 18 Operating Engineer (cont) WAG Spar hour) 7/01/85- 7/01/86- 6/30/86 6/30/87 HEAVY / HIGHWAY: Land Engineer 21.13 22.13 Scoop(CarrV-AII,Scraper in Tandem), Tower Crane(Engineer), 19.655 20. 655 Backhoe, CroneCStone Setting)„' Crane(Structural Steel), Draglina, Gradall, Pile Driver, Road raver, shovel 19. 40 20. 40 Batching rlantCon site of ,lob), Crone(on Barge), Sideboom Tractor(used in tank work), Tank Work 19. 255 20.2S5 Hoist(3 Drum), Power Winch(Truck Mounted -used for stone or steel), Power Winch(used for stone setting and/or structural steel),Trench Machine 19. 24S 20.245 Asphalt Spreader,Boom Truck,Boring Machine(other than Post Holes), CMI or Maxim Spreader, Crane(Crawler or Truck), Concrete Spreader, Conveyor, Multi, Plant Engineer, Sideboom Tractor,Stone Spreader(self propelled) 19. 03 20. 03 Boring Machine, Post Holes 18.97 19,97 Compressor(stone Setting),Compressor(Structural Steel), Welding Machine(structural steel; 18. 915 19. 915 Oradga 18.865 19.66S Work Boat 18.855 19.855 Compressor(on Crane), Compressor(Pile Work), Generator -Pile Work, Hoist,? Drum, Loading Machine(Front-End), Powerhouse, Power WinchCTruck Mounted -used for other than stone or steel),Power Winch(other than stone or struct.steel),Welding Machine,Pile Work 18.755 19. 7S5 Mechanical Compactor, Machine drawn, RollerCover 5 Ton) 1B. S7 19. 57 130 lar 18. 53 , 19. 53 Pump, Concrete 18. 49 19.49 COmpressorC2 or more in battery 18. 45 19. 45 Grader 18.43S 19.435 Bulldo2er! Concrete Finishing Machine, Conveyor,Curb Machine,Asphalt or Concrete, Curing Machine, Dinky Locomotive, Fir9man, ForK Lift, Hoist,l Drum, Load;hgMachina, Maintenance Machine,Pulvi-Mixer, Pump(4 inches or over), Pumps(Hydraulic, Jet, Submersible and Well Point), Roller(S ton an.. under), Scoop,CarrV-AII,Scraper, Maintenance Man, Vac -All, Welding 8 Burning 18. 22 19. 22 Generator 18.14 19.14 Portable Heaters 18.4395 19.4395 Compressor, Mulch Machine, Pin Puller, PumpCOoubla Action Oiaphragm),Pump-Gypsum, Pump(Single Action 1 to 33, Striping Machine, Welding Machine 17.B45 18.845 Powerbroom 17.27S 18.275 Concrete Saw or Cutter, Fork Lift,Walk Behind,Power Operated, Hydra Hammer, Mixer(with Skip), Mixer(2 Small with or, withour Skip), Power Buggies, Power Grinders, Concrete Breaker, Ridge Cutter 17. 13 18. 13 Vibratop(l to 53 16.925 17.925 Oiler, Root Cutter, Stump Chipper, Oiler., Track TamparC2 Engineers,Each), Deck Hand 16.82 17.82 Generator(6ma I I ) 16.131S 17. 815 Banding Machine, Pump, Centrifugal(up to 3 inches), Trench Machine(hand) 16.78 17.78 Tractor,Caterpillar or Wheel 16.605 17.60S OVERTIME PAY: Sae C D, 0 ) on OVERTIME PAGE attached. PAID HOLIDAY: See ( 5,6,7,11,12 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: Apprentice(s) to Journeymen ( 1 - 1 ) ( 1 - 6 ) SUPPLEMENTAL BENEFITS:(par hour worked) Health/Welfare........= 1.92 1.92 Pens i on . . . . . . .. . . . . . . . 2. 75 2. 75 • Supp 1 . Unemp I oy: Benef i t 20 , 20 Apprentice Training.. 25 .25 Annui tV. 1. SO 1. 50 Other ............. .25 .25 Listed supplements apply to ALL classifications C x )Yes C )No. 4-138h • • PREVAILING RATE SCHEDULE ( * )See NOTICE PAGE ATTACHED State of New York Case Number Bureau of Department of Labor Public Work 8603874 3E-7/01/85 thru 6/30/86 Published - 5/30/86 SUFFOLK COUNTY Page 19 MARINE CONSTRUCTION WA E (per hour) Hydraulic Dredge: Leverman Engineer Maint.Enginear Derrick Oper. Chief Mate on Dredge Mate OackHand Oi I at Fireman Shoremen Boat Captain Tug Boats: Tug Master Tug Captain Tug Chief Engineer Tug Engineer Tug Dockhand 10/O1/BS- 9/30/86 16. 41 16. 24 16. 01 16. 24 16. 01 15. 00 13. 36 13. 84 13.84 13. 36 15. 10 ------------------------- 15. 78 15. 10 15. 38 15. 10 13. 52 ------------------------- Dipper and Clamshell Dredges: Operator 16.69 Craneman 16.24 Engineer 16.56 Mai nt. Engi near, 16. 01 Mata 15. 00 Dockhand 13.S2 0 1 0 13. 84 , Boat Master 15.7a Boat Captain 15.10 ------------------------- OVERTIME PAY: See C B, E, P, S ) on OVERTIME PAGE attached. PAID HOLIDAY: See C S, 6, 10, 15 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: Apprentice(s) to Journeymen ( - ) ( - ) ( - ). The following 5UPPEMENTAL BENEFITS apply to all to ALL classifications of the above HYDRAULIC, DIPPER, CLAMSHELL DREDGES and TUG BOATS. SUPPLEMENTAL BENEFITS:(per_hour worked.) Health/Welfare. .....; 1.43 Pension ............... I.90 Vacation . . . . . . . . . . . . . . 7 Y 4-25a WAGES(per hour) 10/01/85- .9/30/86 Drill Boat: Engineer 17.77 Blaster 17.96 Driller-Welder/Machanic 17.78 Fireman 17.76 Oiler 17.01 Helper 17.01 OVERTIME PAY: See ( B, E, P. S ) on OVERTIME PAGE attached. PAID HOLIDAY: See ( 5, 6, 10, 15 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: Apprentices) to Journeymen C SUPPLEMENTAL BENEFITS: (per hour worked) Health/Welfare........; 1.43 1.43 Pension............... .80 .90 Vacation .............. one day for 20 days worked(for both periods) Listed supplements apply to ALL classifications ( x )Yes C )No. 4-25/3 OCCUPATIONS APPLICABLE TO BUILDING AND HEAVY/HIGHWAY SCHEDULES STATE OF NEW YORK DEPARTMENT OF LABOR BUREAU OF PUBLIC WORK STATE OFFICE BUILDING CAMPUS ALBANY, N.V. 12240 TWO or MORE WILFUL DETERMINATIONS LIST OF EMPLOYERS INELIGIBLE TO 8I0 ON OR BE AWARDED ANY PUBLIC WORK 6/11/86 Page 1 Under Article 8 of the Labor Law, if Within any six year period two final determinations are rendered against an employer finding that they have wilfully violated the prevailing wage law, they are debarred, that is, they are ineligible to submit a bid on, be awarded, or participate as a contractor on any public work contract let by the State, any municipal corporation, or public body for a period of five years from the dated of debarment. Below is a list of the employers who have been debarred. CONTRACTOR Number Date of of 1st Daterm's Wilful Date of Last Wilful Fiscal Officer (see Note:) Barred Until A. N. C. Heating and Air Condi ti oni ng Inc. ( 6 ) 1/28/85 1/28/85 DOL 1/28/90 104 North Duane Ave., Endicott, N.V. Warren Brown and Associates, Inc. ( 2 ) 4/04/86 4/09/86 DOL 4/09/91 602 West De I evan Ave., Buffalo, N.V. Garden State BrkFace( 2 ) 11/2/84 11/2/84 DOL 11/2/89 843 St. George Ave. Roselle, N. J. • • Mid -State Elac. ( 2 ) S/11/84 11/2/84 DOL 11/2/89 1914 Dwyer Ave., Utica, N.Y. J.Tuzzolo B Co. ( 2 ) s t NYC -DOL 5/10/89 136 Elton St., Brooklyn, N.V. Paul M. Mallon Co. Inc. ( 2 ) 6/03/85 6/12/86 DOL ** 3/10/91 1 Highland Ind. Park Drive, Peekskill, N.V. 10566 Notes: * Tuzzolo hada willfull•determinations rendered against them on 1/30/84 by NVC and 1 additional on 5/10/84 by DOL. Date Was Computed by adding 265 days during Which a stay Was effective to the 5 year debarred period. Note: Where the Fiscal Officer is denoted "NYC", the information has been provided by the New York City Comptroller's Office, the agency issuing the determinations. Any questions regarding these listings should be addressed directly to the Comptroller. The Bureau of Public Work of the New York State Department of Labor will respond with regard to listings where the Fiscal Officer is listed as "OOL". Reviewed and Approved: NVS Dept of Labor, Counsel Date: 5/29/86 0 docm:daborred C� SECTION 01045 CUTTING AND PATCHING PART 1 - GENERAL 1.1 DESCRIPTION A. Work included: This Section establishes general require- ments pertaining to cutting (including excavating), fit- ting, and patching of the Work required to: 1. Make the several parts fit properly; 2. Uncover work to provide for installing, inspecting, or both, of ill-timed work; 3. Remove and replace work not conforming to requirements of the Contract Documents; and 4. Remove and replace! defective work. B. Related work: 1. Documents affecting work of this Section include, but are not necessarily limited to, General Conditions, Supplementary Conditions, and Sections in Division 1 of these Specifications. 2. In addition to other requirements specified, upon the Architect's request uncover work to provide for in- spection by the Architect of covered work, and remove samples of installed materials for testing. 3. Do not cut or alter work performed under separate con- tracts without the Architect's written permission. 1.2 QUALITY ASSURANCE A. Use adequate numbers of skilled workmen who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of the work; of this Section. 1.3 SUBMITTALS A. Request for Architect's consent: 1. Prior to cutting which effects structural safety, sub- mit written request to the Architect for permission to proceed with cutting. 2. Should conditions of the Work, or schedule, indicate a required change of materials or methods for cutting and patching, so notify the Architect and secure his writ- ten permission and the required Change Order prior to proceeding. 86:0; CUTTING AND PATCHING 01045-1 LJ B. Notices to the Architect: 1. Prior to cutting and patching performed pursuant to the Architect's instructions, submit cost estimate to the Architect. Secure the Architect's approval of cost estimates and type of reimbursement before pro- ceeding with cutting and patching. 2. Submit written notice to the Architect designating the time the Work will be uncovered, to provide for the Architect's observation. PART 2 - PRODUCTS 2.1 MATERIALS A. For replacement of items removed, use materials complying with pertinent Sections of these Specifications. 2.2 PAYMENT FOR COSTS A. The Owner will reimburse the Contractor for cutting and patching performed pursuant to the written Change Order, after claim for such reimbursement is submitted by the Contractor. Perform other cutting and patching needed to comply with the Contract Documents at no additional cost to the Owner. PART 3 - EXECUTION 3.1 SURFACE CONDITIONS A. Inspection: 1. Inspect existing conditions, including elements sub- ject to movement or damage during cutting, excavating, patching, and backfilling. .2. After uncovering the work, inspect conditions affect- ing installation of new work. B. Discrepancies: 1. If uncovered conditions are not as anticipated, im- mediately notify the Architect and secure needed di- rections. 2. Do not proceed until unsatisfactory conditions are corrected. 3.2 PREPARATION PRIOR TO CUTTING • A. Provide required protection including, but not necessarily limited to, shoring, bracing, and support to maintain structural integrity of the Work. CUTTING AND PATCHING 86:07 01045-2 J 11 3.3 PERFORMANCE A. Perform required excavating and backfilling as required under pertinent other Sections of these Specifications. 1. Perform cutting and demolition by methods which will prevent damage to other portions of the Work and pro- vide proper surfaces to receive installation of repair and new work. 2. Perform fitting and adjusting of products to provide finished installation complying with the specified tolerances and finishes. END OF SECTION CUTTING AND PATCHING 86:0" 01045-3 i SECTION 01152 APPLICATIONS FOR PAYMENT PART 1 - GENERAL 1.1 DESCRIPTION A. Work included: Comply with procedures described in this Section when applying for progress payment and final pay- ment under the Contract. B. Related work: 1. Documents affecting work of this Section include, but are not necessarily limited to, General Conditions, Supplementary Conditions, and Sections in Division 1 of these Specifications. 2. The Contract Sum and the schedule for payments are de- scribed in the Form of Agreement. 3. Payments upon Substantial Completion and Completion of the Work are described in the General Conditions and in Section 01700 of,these Specifications. 4. The Architect's approval of applications for progress payment and final payment may be contingent upon the Architect's approval of status of Project Record Docu- ments as described in Section 01720 of these Specifi- cations. 1.2 QUALITY ASSURANCE A. Prior _to start of construction, secure the Architect's ap- proval of the schedule of values required to be submitted under Paragraph 9.2 of the General Conditions, and further described in Section 01.370 of these Specifications. B. During progress of the Work, modify the schedule of values as approved by the Architect to reflect changes in the Contract Sum due to Change Orders or other modifications of the Contract. C. Base requests for payment on the approved schedule of values. 1.3 SUBMITTALS • A. Informal submittal: Unless otherwise directed by the Architect: 1. Make an informal submittal of request for payment by filling in, with erasable pencil, pertinent portions of AIA Document G702, "Application and Certificate for APPLICATIONS FOR PAYMENT 01152-1 Payment," plus continuation sheet or sheets. 2. Make this preliminary submittal to the Architect at the last regular job meeting of each month. 3. Revise the informal submittal of request for payment as agreed at the job meeting, initialing all copies. B. Formal submittal: Unless otherwise directed by the Archi- tect: 1.- Make formal submittal of request for payment by fill- ing in the agreed data, by typewriter or neat letter- ing in ink, on AIA Document G702, "Application and Certificate for Payment," plus continuation sheet or sheets. 2. Sign and notarize the Application and Certificate for Payment. 3. Submit the original of the Application and Certificate for Payment, plus eight identical copies of the con- tinuation sheet or sheets, to the Architect. 4. The Architect will compare the formal submittal with the approved informal submittal and, when approved, will sign the Application and Certificate for Payment, will make required copies, and will distribute: a. One copy to Contractor; b. One copy to Owner; C. One copy to Architect's file; and 5. Owner will, upon approval, disburse directly to the Contractor. END OF SECTION • APPLICATIONS FOR PAYMENT 66;07 01152-2 1. i SECTION 01153 CHANGE ORDER PROCEDURE PART 1 - GENERAL 1.1 DESCRIPTION A. Work included: Make such changes in the Work, in the Con- tract Sum, in the Contract Time of Completion, or any com- bination thereof, as are described in written Change Or- ders signed by the Owner and the Architect and issued af- ter execution of the Contract, in accordance with the pro- visions of this Section. B. Related work: 1. Documents affecting work of this Section include, but are not necessarily limited to, General Conditions, Supplementary Conditions, and Sections in Division 1 of these Specifications. 2. Changes in the Work are described further in Article 12 of the General Conditions. 3. Architect's Field Orders: a. From time to tilnq during progress of the Work the Architect may issue an "Architect's Field Order" which interprets the Contract Documents or orders minor changes in the Work without change in Con- tract Sum or Contract Time. b. Should the Contractor consider that a change in Contract Sum or Contract Time is required, he shall submit an itemized proposal to the Architect immed- iately and before proceeding with the Work. If the proposal is found to be satisfactory and in proper order, the Field Order in that event will be super- seded by a Change Order. 4. Proposal Requests: a. From time to time during progress of the Work the Architect may :issue a "Proposal Request" for an itemized quotation for changes in the Contract Sum and/or Contract Time incidental to proposed modifi- cations to the Contract Documents. b. This will not be a Change Order, and will not be a direction to proceed with the changes described therein. 1.2 QUALITY ASSURANCE A. Include within the Contractor's quality assurance program such measures as are needed to assure familiarity of the Contractor's staff and employees with these procedures for processing Change Order data. CHANGE ORDER PROCEDURE 86s07 01153-1 • 1.3 SUBMITTALS A. Make submittals directly to the Architect at the address shown on the Project Directory in the Project Manual. B. Submit the number of copies called for under the various items listed in this Section. 1.4 PRODUCT HANDLING A. Maintain a "Register of Proposal Requests, Field Orders, and Change Orders" at the job site, accurately reflecting current status of all pertinent data. B. Make the Register available to the Architect for review at his request. 1.5 PROCESSING CHANGES INITIATED BY THE OWNER A. Should the Owner contemplate making a change in the Work or a change in the Contract Time of Completion, the Archi- tect will issue a "Proposal Request" or "Field Order" to the Contractor. B. If the Contractor has been directed by the Architect to make the described change in the Work at no change in the Contract Sum and no change in the Contract Time of Comple- tion, but the Contractor wishes to make a claim for one or both of such changes, the Contractor shall proceed with the change and shall notify the Architect as provided for under Paragraph 12.3 of the General Conditions. C. If_ the Contractor has been directed by the Architect to make the described change subject to later determination of cost or .credit in accordance with Paragraph 12.1 of the General Conditions, the Contractor shall: 1. Take such measures as needed to make the change; 2. Consult with the Architect and reach agreement on the most appropriate method for determining credit or cost for the change. D. If the Contractor has been directed by the Architect to promptly advise him as to credit or cost proposed for the described change, the Contractor shall: 1. Analyze the described change and its impact on costs and time; 2. Secure the required information and forward it to the Architect for review; • 3. Meet with the Architect as required to explain costs and, when appropriate, determine other acceptable ways to achieve the desired objective; 4. Alert pertinent personnel and subcontractors as to the impending change and, to the maximum extent possible, avoid such work as would increase the Owner's cost for CHANGE ORDER PROCEDURE 66:07 01153-2 n LJ i making the change, advising the Architect in writing when such avoidance no longer is practicable. 1.6 PROCESSING CHANGES INITIATED BY THE CONTRACTOR A. Should the Contractor discover a discrepancy among the Contract Documents, a concealed condition as described in Paragraph 12.2 of the General Conditions, or other cause for suggesting a change in the Work, a change in the Con- tract Sum, or a change in the Contract Time of Completion, he shall notify the Architect as required by pertinent provisions of the Contract Documents. B. Upon agreement by the Architect that there is reasonable cause to consider the Contractor's proposed change, the Architect will issue a Proposal Request in accordance with the provisions described in subparagraph 1.1-B-5 above. 1.7 PROCESSING PROPOSAL REQUESTS A. Make written reply to the Architect in response to each Proposal Request. 1. State proposed change in the Contract Sum, if any. 2. State proposed change in the Contract Time of Comple- tion, if any. 3. Clearly describe other changes in the Work, if any, required by the proposed change or desirable therewith. 4. Include full backup data such as subcontractor's let- ter of proposal or similar information. 5. Submit this response in single copy. B. When cost or credit for the change has been agreed upon by the Owner and the Contractor, or the Owner has directed that cost or credit be determined in accordance with pro- visions of Paragraph 12.1 of the General Conditions, the Architect will issue a "Change Order" to the Contractor. 1.8 PROCESSING CHANGE ORDERS A. Change Orders will be dated and will be numbered in se- quence. B. The Change Order will describe the change or changes, will refer to the Proposal Requests or Field Orders involved, and will be signed by the Owner and the Architect. C. The Architect will issue four copies of each Change Order • to the Contractor. 1. The Contractor promptly shall sign all four copies and return three copies to the Architect. 2. The Architect will retain one signed copy in his file, will forward one signed copy to the Owner, and will .forward one signed copy to the Lender. CHANGE ORDER PROCEDURE 86;07 01153-3 E D. Should the Contractor disagree with the stipulated change in Contract Sum or change in Contract Time of Completion, or both: 1. The Contractor promptly shall return three copies of the Change. Order, unsigned by him, to the Architect with a letter signed by the Contractor and stating the reason or reasons for the Contractor's disagreement. 2. The Contractor's disagreement with the Change Order shall not -in anyway relieve the Contractor of his re- sponsibility to proceed with the change as ordered and to seek settlement of the dispute under pertir:ent pro- visions of the Contract Documents. END OF SECTION CHANGE ORDER PROCEDURE 86:07 01153-4 • SECTION 01200 PROJECT MEETINGS PART 1 - GENERAL 1.1 DESCRIPTION A. Work .included: To enable orderly review during progress of the Work, and to provide for systematic discussion of problems, the Architect will conduct project meetings throughout the construction period. B. Related work: 1. Documents affecting work of this Section include, but are not necessarily limited to, General Conditions, Supplementary Conditions, and Sections in Division 1 of these Specifications. 2. The Contractor's relations with his subcontractors and materials suppliers, a;id discussions relative thereto, are the Contractor's responsibility and normally are not part of project rWetings content. 1.2 QUALITY ASSURANCE A. For those persons designated by the Contractor to attend and participate in project meetings, provide reqiiired authority to commit the Contractor to solutions agreed upon in the project meetings. PART 2 - PRODUCTS (No Products are required in this Section) PART 3 - EXECUTION 3.1 MEETING SCHEDULE A. Except as agreed to otherwise, project meetings will be held .Thursday mornings at 9:00 a.m. • B. Coordinate as necessary to establish mutually acceptable schedule for meetings.. PROJECT MEETINGS 66:07 01200-1 n U 3.2 MEETING LOCATION A. The Architect will establish meeting location. To the maximum extent practicable, meetings will be held at the job site. 3.4 PROJECT MEETINGS A. Attendance: 1. To the maximum extent practicable, assign tike same person or persons to represent the Contractc.;r at proj- ect meetings throughout progress of the Work. 2. Subcontractors, materials suppliers, and others may be invited to attend those project meetings in which their aspect of the Work is involved. B. Minimum agenda: 1. Review progress of the Work since last meeting, in- cluding status of submittals for approval. 2. Identify problems which impede planned progress. 3. Develop corrective measures and procedures to regain planned schedule. •, 4. Complete other current business. END OF SECTION 1] -- — PROJECT MEETINGS 66:07 01200-2 • SECTION 01310 CONSTRUCTION SCHEDULES PART 1 - GENERAL 1.1 DESCRIPTION A. Work included: To assure adequate planning and execution of the Work so that the Work is completed within the num- ber of calendar days allowed in the Contract, and to as- sist the Architect in appraising the reasonableness of the proposed schedule and in evaluating progress of the Work, prepare and maintain the schedules and reports described in this Section. B. Related work: 1. Documents affecting work of this Section include, but are not necessarily limited to, General Conditions, Supplementary Conditions, and Sections in Division 1 of these Specifications. 2. Requirements for progress schedule: General Condi- tions. 3. Construction period: Form of Agreement. C. Definitions: , 1. "Day," as used throughout the Contract unless other- wise stated, means "calendar day." 1.2 QUALITY ASSURANCE A. Employ a scheduler who is thoroughly trained and experi- enced in compiling construction schedule data, and in pre- paring and issuing periodic reports as required below. B. Perform data preparation, analysis, charting, and updating in accordance with standards approved by the Architect. C. Reliance upon the approved schedule: 1. The construction schedule as approved by the Architect will be an integral part of the Contract and will es- tablish interim completion dates for the various ac- tivities under the Contract. 2. Should any activity not be completed within 15 days after the stated scheduled date, the Owner shall have the right to require the Contractor to expedite com- pletion of the activity by whatever means the Owner • deems appropriate and necessary, without additional compensation to the Contractor. CONSTRUCTION SCHEDULES 86:07 01310-1 • 3. Should any activity be 30 days or more behind schedule, the Owner shall have the right to perform the activity or have the activity performed by whatever method the Owner deems appropriate. 4. Costs incurred by the Owner and by the Architect in connection with expediting construction activity under this Article shall be reimbursed by the Contractor. 5. It is expressly understood and agreed that failure by the Owner to exercise the option either to order the Contractor to expedite an activity or to expedite the activity by other means shall not be considered to set a precedent for any other activities. 1.3 SUBMITTALS A. Comply with pertinent provisions of Section 01340. B. Preliminary analysis: Within ten calendar days after the Contractor has received the Owner's Notice to Proceed, submit one reproducible copy and four prints of a prelim- inary construction schedule prepared in accordance with Part 3 of this Section. C. Construction schedule: Within 30 calendar days after the Contractor has received the Owner's Notice to Proceed, submit one reproducibld copy and four prints of a con- struction schedule prepared in accordance with Part 3 of this Section. D. Periodic reports: On the first working day of each month following the submittal described in Paragraph 1.3-C above, submit four prints of the construction schedule updated as described in Part 3 of this Section. PART 2 - PRODUCTS 2.1 CONSTRUCTION ANALYSIS A. Graphically show by bar -chart the order and interdepen- dence of all activities necessary to complete the Work, and the sequence in which each activity is to be accom- plished, as planned by the Contractor and his project field superintendent in coordination with all subcontrac- tors whose work is shown on the diagram. B. Include, but do not necessarily limit indicated activities to: 1. Project mobilization; 2. Submittal and approval of Shop Drawings and Samples; 3. Procurement of equipment and critical materials: 4. Fabrication of special material and equipment, and its installation and testing. CONSTRUCTION SCHEDULES 66107 01310-2 r 5. Final cleanup; 6. Final inspecting and testing; and 7. All activities by the Architect that effect progress, required dates for completion, or both, for all and each part of the Work. PART 3 - EXECUTION 3.1 PRELIMINARY ANALYSIS A. Contents: 1. Show all activities of the Contractor under this Work for the period between receipt of Notice to Proceed and submittal of construction schedule required under Paraqraph 1.3-C above; 2. Show the Contractor's general approach to remainder of the Work; 3. Show cost of all activities scheduled for performance before submittal and approval of the construction schedule. B. Submit in accordance with Paragraph 1.3-B above. 3.2 CONSTRUCTION SCHEDULE • - A. As soon as practicable after receipt of Notice to Proceed, complete the construction analysis in preliminary form, meet with the Architect., review contents of the proposed construction schedule, and make all revisions agreed upon. B. Submit in accordance with Paragraph 1.3-C above. 3.3 PERIODIC REPORTS A. As required under Paragraph 1.3-D above, update the ap- proved construction schedule. 1. Indicate "actual" progress in percent completion for each activity; 2. Provide written narrative summary of revisions causing delay in the program, and an explanation of corrective actions taken or proposed. 3.4 REVISIONS A. Make only those revisions to approved construction sched- ule as are approved in advance by the Architect. • END OF SECTION CONSTRUCTION SCHEDULES 86:07 01310-3 • E SECTION 01340 SUBMITTALS AND SUBSTITUTIONS PART 1 - GENERAL 1.1 DESCRIPTION A. Work included: Make submittals required by the Contract Documents, and revise and resubmit as necessary to estab- lish compliance with the specified requirements. B. Related work: 1. Documents affecting work of this Section include, but are not necessarily limited to, General Conditions, Supplementary Conditions, and Sections in Division 1 of.these Specifications. 2. Individual requirements for submittals also may be de- scribed in pertinent Sections of these Specifications. C. Work not included: 1. Unrequired submittals will not be reviewed by the Architect. 2. The Contractor may require his subcontractors to pro- vide drawings, setting diagrams, and similar informa- tion to help coordinate the Work, but such data shall remain between the Contractor and his subcontractors and will not be reviewed by the Architect. 1.2 QUALITY ASSURANCE A. Coordination of.submittals: 1. Prior to each submittal, carefully review and coordi- nate all aspects of each item being submitted. 2. Verify that each item and the submittal for it conform in all respects with the specified requirements. 3. By affixing the Contractor's signature to each submit- tal, certify that this coordination has been performed. B. Substitutions: 1. The Contract is based on the standards of quality es- tablished in the Contract Documents. Substitutions will be considered only when listed at time of bidding, on the form provided therefore in the bidding docu- ments, and when substantiated by the Contractor's sub- mittal of required data within 35 calendar days after award of the Contract. 2. The following products do not require further approval except for interface within the Work: a. Products specified by reference to standard speci- SUBMITTALS AND SUBSTITUTIONS 86:07 C11340-1 fications such as ASTM and similar standards. b. Products specified by manufacturer's name and cat- alog model number. 3. Do not substitute materials, equipment, or methods un- less such substitution has been specifically approved in writing for this Work by the Architect. C. "Or equal": 1. Where the phrase "or equal," or "or equal as approved by the Architect," occurs in the Contract Documents, do not assume that the materials, equipment, or meth- ods will be approved as equal unless the item has been specifically so approved for this Work by the Archi- tect. 2. The decision of the Architect shall be final. 1.3 SUBMITTALS A. Make submittals of Shop Drawings, Samples, substitution requests, and other items in accordance with the provi- sions of this Section. PART 2 - PRODUCTS 2.1 SHOP DRAWINGS • A. Scale and measurements: Make Shop Drawings accurately to • a scale sufficiently large to show all pertinent aspects of the item and its method of connection to the Work. B. Types of prints required: 1. Submit Shop Drawings in the form of one sepia trans- parency of each sheet plus three blueline or blackline prints of each sheet. 2. Blueprints will not be acceptable. C. Review comments of the Architect will be shown on the sep- ia transparency when it is returned to the Contractor. The Contractor may make and distribute such copies as are required for his purposes. 2.2 MANUFACTURERS' LITERATURE A. Where contents of submitted literature from manufacturers includes data not pertinent to the submittal, clearly show which portions of the contents is being submitted for re- view. B. Submit the number of copies which are required to be re- turned, plus one copy which will be retained by the Archi- tect. SUBMITTALS AND SUBSTITUTIONS 86:07 01340-2 J 2.3 SAMPLES A. Provide Sample or Samples identical to the precise article proposed to be provided. Identify as described under "Identification of submittals" below. B. Number of Samples required: 1. Unless otherwise specified, submit Samples in the quantity which is required to be returned, plus one which will be retained by the Architect. 2. By prearrangement in specific cases, a single Sample may be submitted for review and, when approved, be in- - stalled in the Work at a location agreed upon by the Architect. 2.4 COLORS AND PATTERNS A. Unless the precise color and pattern is specifically called out in the Contract Documents, and whenever a choice of color or pattern is available in the specified products, submit accurate color and pattern charts to the Architect for selection. PART 3 - EXECUTION 3.1 IDENTIFICATION OF SUBkK TTALS A. Consecutively number all submittals. 1. When material is resubmitted for any reason, transmit under a new letter of transmittal and with a new transmittal number. 2. On resubmittals, cite the original submittal number for reference.. B. Accompany each submittal with a letter of transmittal showing all information required for identification and checking. C. On at least the first page of each submittal, and else- where as required for positive identification, show the submittal number in which the item was included. D. Maintain an accurate submittal log for the duration of the Work, showing current status of all submittals at all times. Make the submittal log available to the Architect for his review upon request. 3.2 GROUPING OF SUBMITTALS • A. Unless otherwise specified, make submittals in groups con- taining all associated items to assure that information is available for checking each item when it is received. - SUBMITTALS AND SUBSTITUTIONS 66:07 01340-3 • 1. Partial submittals may be rejected as not complying with the provisions of the Contract. 2. The Contractor may be held liable for delays so occas- sioned. 3.3 TIMING OF SUBMITTALS A. Make submittals ,:far enough in advance of scheduled dates for installation to provide time required for reviews, for securing necessary approvals, for possible revisions and resubmittals, and for placing orders and securing delivery. B. In scheduling, allow at least ten working days for review by the Architect following his receipt of the submittal. 3.4 ARCHITECT'S REVIEW A. Review by the Architect does not relieve the Contractor from responsibility for errors which may exist in the sub- mitted data. B. Revisions: 1. Make revisions required by the Architect. 2. If the Contractor considers any required revision to _be a change, he shall -so notify the Architect as pro- vided for in Paragraph 12.3 of the General Conditions. 3. Make only those revisions directed or approved by the Architect. C. Reimbursement of Architect's costs: 1. In the event substitutions are proposed to the Archi- tect after the Contract has been awarded, the Archi- tect will record all time used by him and by his con- sultants in ,evaluation of each such proposed substi- tution. 2. Whether or not the Architect approves a proposed sub- stitution, the Contractor promptly upon receipt of the Architect's billing shall reimburse the Architect at the rate of two and one-half times the direct cost to the Architect and his consultants for all time spent by them in evaluating the proposed substitution. END OF SECTION n U - -- SUBMITTALS AND SUBSTITUTIONS 86:07 01340--4 SECTION 01370 SCHEDULE OF VALUES PART 1 - GENERAL 1.1 DESCRIPTION A. Work included: Provide a detailed breakdown of the agreed Contract Sum showing values allocated to each of the vari- ous parts of the Work, as specified herein and in other provisions of the Contract Documents. B. Related work: 1. Documents affecting work of this Section include, but are not necessarily limited to, General Conditions, Supplementary Conditions, and Sections in Division 1 of these Specifications. 2. Schedule of values is required under Paragraph 4.8 of the General Conditions. 3. Schedule of value:, is required to be compatible with the "continuation sheet" accompanying applications for payment, as described in Section 01152. 1.2 QUALITY ASSURANCE A. Use required means to dssure arithmetical accuracy of the sums described. B. When so required by the Architect, provide copies of the subcontracts or other data acceptable to the Architect, substantiating the sums described. 1.3 SUBMITTALS A. Prior to first application for payment, submit a proposed schedule of values to the Architect. 1. Meet with the Architect and determine additional data, if any, required to be submitted. 2. Secure the Architect's approval of the schedule of values prior to submitting first application for pay- ment. 86:07 END OF SECTION SCHEDULE OF VALUES 01370-1 SECTIO14 01410 TESTING LABORATORY SERVICES PART 1 - GENERAL 1.1 DESCRIPTION A. Work included: 1. Cooperate with the Owner's selected testing agency and all others responsible for testing and inspecting the Work. 2. Provide such other testing and inspecting as are spec- ified to be furnished by the Contractor in this Sec- tion and/or elsewhere in the Contract Documents. B. Related work: 1. Documents affecting work of this Section include, but are not necessarily limited to, General Conditions, Supplementary Conditions, and Sections in Division 1 of these Specifications. 2. Requirements for testing may be described in various Sections of these Specifications. 3. Where no testing requirements are described, but the Owner decides that testing is required, the Owner may require such testing to,be performed under current pertinent standards for testing. Payment for such testing will be made as described in this Section. C. Work not included: 1. Selection of testing laboratory: The Owner will se- lect a prequalified independent testing laboratory. 2. Payment for initial testing: The Owner will pay for all initial services of the testing laboratory as fur- ther described in Article 2.1 of this Section. 1.2 QUALITY ASSURANCE A. The testing laboratory will be qualified to the Owner's approval in accordance with ASTM E329. B. Testing, when required, will be in accordance with all pertinent codes and regulations, and with selected stan- dards of the American Society for Testing and Materials. 1.3 PRODUCT HANDLING. A. Comply with pertinent provisions of Section 01640. TESTING LABORATORY SERVICES 86:07 0141CI-1 B. Promptly process and distribute required copies of test reports and related instructions to assure necessary re- testing and replacement of materials with the least possi- ble delay in progress of the Work. PART 2 - PRODUCTS 2.1 PAYMENT FOR TESTING A. Initial services: 1. The Owner will pay for initial testing services re- quested by the Owner. 2. When initial tests indicate non-compliance with the Contract Documents, the costs of initial tests associ- ated with that non-compliance will be deducted by the Owner from the Contract Sum. B. Retesting: When initial tests indicate non-compliance with the Contract Documents, subsequent retesting occa- sioned by the non-compliance shall be performed by the same testing agency, and costs thereof will be deducted by the Owner from the Contract Sum. 2.2 CODE COMPLIANCE TESTING A. Inspections and tests required by codes or ordinances, or by a plan approval authority, and which are made by a le- gally constituted authority, shall be the responsibility of and shall be paid for by the Contractor, unless other- wise provided in the Contract Documents. 2.3 CONTRACTOR'S CONVENIENCE TESTING A. Inspecting and testing performed exclusively for the Con- tractor's convenience shall be the sole responsibility of the Contractor. PART 3 - EXECUTION 3.1 COOPERATION WITH TESTING LABORATORY A. Representatives of the testing laboratory shall have ac- cess to the Work at all times and at all locations where the Work is in progress. Provide facilities for such ac- cess to enable the laboratory to perform its functions properly. • 3.2 TAKING SPECIMENS A. All specimens and samples for testing, unless otherwise provided in the Contract Documents, shall be taken by the ___ TESTING LABORATORY SERVICES 86:07 01410-2 • testing personnel. Al]_ sampling equipment and personnel will be provided by the testing laboratory. All deliver- ies of specimens and samples to the testing laboratory will be performed by the testing laboratory. 3.3 SCHEDULES FOR TESTING A. Establishing schedule: 1. By advance discussion with the testing laboratory se- lected by the Owner, determine the time required for the laboratory to perform its tests and to issue each of its findings. 2. Provide all required time within the construction schedule. B. Revising schedule: When changes of construction schedule are necessary during construction, coordinate all such changes with the testing laboratory as required. C. Adherence to schedule: When the testing laboratory is ready to test according to the established schedula, but is prevented from testing or taking specimens due to in- completeness of the Work, all extra charges for testing attributable to the delay may be back -charged to the Con- tractor and shall not be borne by the Owner. END OF, SECTION TESTING LABORATORY SERVICES ,86:07 01410-3 • SECTION 01500 TEMPORARY FACILITIES AND CONTROLS PART 1 - GENERAL 1.1 DESCRIPTION A. Work included: Provide temporary facilities and controls needed for the Work including, but not necessarily limited to: 1. Temporary utilities such as heat, water, electricity, and telephone; 2. Field office for the Contractor's personnel; 3. Sanitary facilities; 4. Enclosures such as tarpaulins, barricades, and cano- pies; 5. Temporary fencing of the construction site; 6. Project sign. B. Related work: 1. Documents affecting work of this Section include, but are not necessarily limited to, General Conditions, Supplementary Conditions, and Sections in Division 1 of these Specifications. 2. Except that equipment furnished by subcontractors shall comply with requirements of pertinent safety regulations, such equipment normally furnished by the individual trades in execution of their own portions of the Work are not part of this Section. 3. Permanent installation and hookup of the various util- ity lines are described in other Sections. 1.2 PRODUCT HANDLING A. Maintain temporary facilities and controls in proper and safe condition throughout progress of the Work. PART 2 - PRODUCTS 2.1 UTILITIES A. Water: 1. Provide necessary temporary piping and water supply and, upon completion of the Work, remove such tempo- rary facilities. 2. Provide and pay for water used in construction.. TEMPORARY FACILITIES AND CONTROLS 86:07 01500-1 7 B. Electricity: 1. Provide necessary temporary wiring and, upon comple- tion of the Work, remove such temporary facility. 2. Provide area distribution boxes so located that the individual trades may furnish and use 100 ft maximum length extension cords to obtain power and lighting at points where needed for work, inspection, and safety. 3. Provide and pay for electricity used in construction. C. Heating: Provide and maintain heat necessary for proper conduct of operations needed in the Work. D. Telephone: 1. Make necessary arrangements and pay costs for instal- lation and operation of telephone service to the Con- tractor's office at the site. 2. Make the telephone available to the Architect for use in connection with the Work. 2.2 FIELD OFFICES AND SHEDS A. Contractor's facilities: 1. Provide a field office adequate in size and accomo- dation for Contractor's offices, supply, and storage. 2. Within the Contractor's facilities, provide enclosed space adequate for holding project meetings. Furnish with table and utilities. B. Sanitary facilities: 1. Provide temporary sanitary facilities in the quantity required,for_uso by all personnel. 2. Maintain.in a sanitary condition at all times. 2.3 ENCLOSURES A. Provide and maintain for the duration of construction all scaffolds, tarpaulins, canopies, warning signs, steps, platforms, bridges, and other temporary construction nec- essary for proper completion of the Work in compliance with pertinent safety and other regulations. 2.4 TEMPORARY FENCING A. Provide and maintain for the duration of open excavation a temporary fence of design and type needed to prevent entry onto the Work by the public. is 2.5 PROJECT SIGNS A. Allow no signs or advertisinV of any kind on the job site, except the Architect's job sign and the Contractor's standard job sign, which must be approved by the Architect prior to installation TEMPORARY FACILITIES AND CONTROLS 86:07 01500-2 • B. At his option, the Contractor may submit to the Architect for approval, a layout of a common job sign stating the project name and listing Contractor, Architect, Consultation Engineers and Subcontractors. The cost of this sign will be borne fully by the Contractor. C. Upon completion of the Work, any sign remaining on the site will be removed and disposed of as directed by the Architect. PART 3 - EXECUTION 3.1 MAINTENANCE AND REMOVAL A. Maintain temporary facilities and controls as long as needed for safe and proper completion of the Work. B. Remove such temporary facilities and controls as rapidly as progress of the Work will permit, or as directed by the Architect. END OF SECTION -- TEMPORARY FACILITIES AND CONTROLS 86:0; 01500-3 • • SECTION 01640 PRODUCT HANDLING PART 1 - GENERAL 1.1 DESCRIPTION A. Work included: Protect products scheduled for use in the Work by means including, but not necessarily limited to, those described in this Section. B. Related work: 1. Documents affecting work of this Section include, but are not necessarily limited to, General Conditions, Supplementary Conditions, and Sections in Division 1 of these Specifications. 2. Additional procedures also may be prescribed in other Sections of these Specifications. 1.2 QUALITY ASSURANCE A. Include within the Contractor's quality assurance program such procedures as are required to assure full protection of work and materials. 1.3 MANUFACTURERS' RECOMMENDATIONS A. Except as otherwise approved by the Architect, determine and comply with manufacturers' recommendations on product handling, storage, and protection. 1.4 PACKAGING A. Deliver products to the job site in their manufacturer's original container, with labels intact and legible. 1. Maintain packaged materials with seals unbroken and labels intact until time of use. 2. Promptly remove damaged material and unsuitable items from the job site, and promptly replace with material meeting the specified requirements, at no additional cost to the Owner. B. The Architect may reject as non -complying such material and products that do not bear identification satisfactory to the Architect as to manufacturer, grade, quality, and other pertinent information. - -- - PRODUCT HANDLING .86:07 01640-1 • 1.5 PROTECTION A. Protect finished surfaces, including jambs and soffits of openings used as passageways, through which equipment and materials are handled. B. Provide protection for finished floor surfaces in traffic areas prior to allowing equipment or materials to be moved over such surfaces. C. Maintain finished surfaces clean, unmarred, and suitably protected until accepted by the Owner. 1.6 REPAIRS AND REPLACEMENTS A. In event of damage, promptly make replacements and repairs to the approval of the Architect and at no additional cost to the Owner. B. Additional time required to secure replacements and to make repairs will not be considered by the Architect to justify an extension in the Contract Time of Completion. END OF SECTION U ;r.()7 PRODUCT HANDLING 01640-2 • SECTION 01700 CONTRACT CLOSEOUT PART 1 - GENERAL 1.1 DESCRIPTION A. Work included: Provide an orderly and efficient transfer of the completed Work to the Owner. B. Related work: 1. Documents affecting work of this Section include, but are not necessarily limited to, General Conditions, Supplementary Conditions, and Sections in Division 1 of these Specifications. 2. Activities relative to Contract closeout are described in, but not necessarily limited to, Paragraphs 2.2.16, 9.8, and 9.9 of the General Conditions. 3. "Substantial Completion" is defined in Paragraph 8.1.3 of the General Conditions. 1.2 QUALITY ASSURANCE A. Prior to requesting inspection by the Architect, use ade- quate means to assure that the Work is completed in accor- dance with the specified requirements and is ready for the requested inspection. 1.3 PROCEDURES A. Substantial Completion: 1. Prepare and submit the list required by the first sen- tence of Paragraph 9.8.1 of the General Conditions. 2. Within a reasonable time after receipt of the list, the Architect will inspect to determine status of com- pletion. 3. Should the Architect determine that the Work is not substantially complete: a. The Architect promptly will so notify the Contrac- tor, in writing, giving the reasons therefore. b. Remedy the deficiencies and notify the Architect when ready for :reinspection. c. The Architect will reinspect the Work. 4. When the Architect concurs that the Work is substanti- • ally complete: a. The Architect will prepare a "Certificate of Sub- stantial Completion" on AIA form G704, accompanied by the Contractor's list of items to be completed or corrected, as verified by the Architect. CONTRACT CLOSEOUT 01700-1 E b. The Architect will 5ubiul l ttiu.c Certificate to the Owner and to the Cuntractor for their written ac- ceptance of the responsibilities assigned to them in the Certificate. B. Final Completion: 1. Prepare and submit the notice required by the first sentence of Paragraph 9.9.1 of the General Conditions. 2. Verify that the Work is complete including, but not necessarily limited to, the items mentioned in Para- graph 9.9.2 of the General Conditions. 3. Certify that: a. Contract Documents have been reviewed; b. Work has been inspected for compliance with the Contract Documents; C. Work has been completed in accordance with the Contract Documents; d. Equipment and systems have been tested as re- quired, and are operational; e. Work is completed and ready for final inspection. 4. The Architect will make an inspection to verify status of completion. 5. Should the Architect determine that the Work is incom- plete or defective: a. The Architect promptly will so notify the Contrac- tor, in writing, fisting the incomplete or defec- tive work. b. Remedy the deficiencies promptly, and notify the ` Architect when ready for reinspection. 6. When the Architect determines that the Work is accep- table under the Contract Documents, he will request the Contractor to make closeout submittals. C. Closeout, submittals include, but are not necessarily lim- ited to: 1. Project Record.Documents described in Section O1720; 2. Operation and maintenance data for items so listed in pertinent other Sections of these Specifications, and for other items when so directed by the Architect; 3. Warranties and bonds; 4. Keys and keying schedule; 5. Spare parts and materials extra stock; 6. Evidence of compliance with requirements of governmen- tal agencies having jurisdiction including, but not necessarily limited to: a. Certificates of Inspection; b. Certificates of Occupancy; 7. Certificates of Insurance for products and completed operations; • 8. Evidence of payment and release of liens; 9. List of subcontractors, service organizations, and principal vendors, including names, addresses, and CONTRACT CLOSEOUT X6:07 01700-2 A • telephone numbers where they can be reached for emer- gency service at all times including nights,, weekends, and holidays. D. Final adjustment of accounts: 1. Submit a final statement of accounting to the Archi- tect, showing all adjustments to the Contract Sum. 2. If so required, the Architect will prepare a final Change Crder showing adjustments to the Contract Sum which were riot made previously by Change Orders. 1.4 INSTROC:TION A. Instruct the Owner's personnel in proper operation and maintenance of systems, equipment, and similar items which were provided as part of the Work. END OF SECTION CONTRACT CLOSEOUT 56:07 01700-3 • SECTION 01710 CLEANING PART 1 - GENERAL 1.1 DESCRIPTION A. Work included: Throughout the construction period, main- tain the buildings and site in a standard of cleanliness as described in this Section. B. Related work: 1. Documents affecting work of this Section include, but are not necessarily limited to, General Conditions, Supplementary Conditions, and Sections in Division 1 of these Specifications. 2. In addition to standards described in this Section, comply with requirements for cleaning as described in pertinent other Sections of these Specifications. 1.2 QUALITY ASSURANCE A. Conduct daily inspection, and more often if necessary, to verify that requirements for cleanliness are being met. B. In addition to the stan&iMs described in this Section, comply with pertinent requirements of governmental agen- cies having jurisdiction. PART 2 - PRODUCTS 2.1 CLEANING MATERIALS AND EQUIPMENT A. Provide required personnel, equipment, and materials need- ed to maintain the specified standard of cleanliness. 2.2 COMPATIBILITY. A. Use only the cleaning materials and equipment which are compatible with the surface being cleaned, as recommended by the manufacturer of the material. 86:07 CLEANING 01710-1 • PART 3 - EXECUTION 3.1 PROGRESS CLEANING A. General: 1. Retain stored items in an orderly arrangement allowing maximum access, not impeding traffic or drainage, and providing required protection of materials. 2. Do not allow accumulation of scrap, debris, waste material, and other items not required for construc- tion of this Work. 3. At least twice each month, and more often if neces- sary, completely remove all scrap, debris, and waste material from the job site. 4. Provide adequate storage for all items awaiting remov- al from the job site, observing requirements for fire protection and protection of the ecology. B. Site: 1. Daily, and more often if necessary, inspect the site and pick up all scrap, debris, and waste material. Remove such items to the place designated for their storage. 2. Weekly, and more often if necessary, inspect all. ar- rangements of mater;a1s stored on the site. Restack, - tidy, or otherwise service arrangements to meet the requirements of subparagraph 3.1-A-1 above. 3. Maintain the site in a neat and orderly condition at all times. C. Structures: 1. Weekly, and more often if necessary, inspect the structures and pick up all scrap, debris, and waste material.; Remove such items to the place designated for their storage. 2. Weekly, and more often if necessary, sweep interior spaces clean. a. "Clean," for the purpose of this subparagraph, shall be interpreted as meaning free from dust and other material capable of being removed by use of reasonable effort and a hand-held broom. 3. As required preparatory to installation of succeeding materials, clean the structures or pertinent portions thereof to the degree of cleanliness recommended by the manufacturer of the succeeding material, using equipment and materials required to achieve the neces- sary cleanliness. 4. Following the installation of finish floor materials, • clean the finish floor daily (and more often if neces- sary) at all times while work is being performed in the space in which finish materials are installed. a. "Clean," for the purpose of this subparagraph, shall be interpreted as meaning free from foreign CLEANING 86:07 01710-2 • material which, in the opinion of the Architect, may be injurious to the finish floor material. 3.2 FINAL CLEANING A. "Clean," for the purpose of this Article, and except as may be specifically provided otherwise, shall be interpre- ted as meaning the level of cleanliness generally provided by skilled cleaners using commercial quality building maintenance equipment and materials. B. Prior to completion of the Work, remove from the job site all tools, surplus materials, equipment, scrap, debris, and waste. Conduct final progress cleaning as described in Article 3.1 above. C. Site: 1. Unless otherwise specifically directed by the Archi- tect, broom clean paved areas on the site and public paved areas adjacent to the site. 2. Completely remove resultant debris. D. Structures: 1. Exterior: _a. Visually inspect exterior surfaces and remove all traces of soil, waste materials, smudges, and other foreign matter. b. Remove all traces of splashed materials from adja- cent surfaces. C. If necessary to achieve a uniform degree of clean- liness, hose down the exterior of the structure. d. In the event of stubborn stains not removable with water, the Architect may require light sandblast- ing or other cleaning at no additional cost to the Owner. 2. Interior: a. Visually inspect interior surfaces and remove all traces of soil, waste materials, smudges, and other foreign matter. b. Remove all traces of splashed material from adja- cent surfaces. C. Remove paint droppings, spots, stains, and dirt from finished surfaces. 3. Glass: Clean inside and outside. 4. Polished surfaces: To surfaces requiring routine ap- plication of buffed polish, apply the polish recom- mended by the manufacturer of the material being pol- ished. E. Schedule final cleaning as•approved by the Architect to enable the Owner to accept a completely clean Work. CLEANING 86:07 01710-3 0 3.3 CLEANING DURING OWNER'S OCCUPANCY A. Should the Owner occupy the Work or any portion thereof prior to its completion by the Contractor and acceptance by the Owner, responsibilities for interim and final cleaning shall be a:c determined by the Architect in accor- dance with the General Conditions of the Contract. END OF SECTION 86:07 CLEANING 01710-4 E • • SECTION 01720 PROJECT RECORD DOCUMENTS PART 1 - GENERAL 1.1 DESCRIPTION A. Work included: 1. Throughout progress of the Work, maintain an accurate record of changes in the Contract Documents, as de- scribed.in Article 3.1 below. 2. Upon completion of the Work, transfer the recorded changes to a set of Record Documents, as described in Article 3.2 below. B. Related work: 1. Documents affecting work of this Section include, but are not necessarily limited to, General Conditions, Supplementary Conditions, and Sections in Division 1 of these Specifications. 2. Other requirements affecting Project Record Documents may appear in pertinent other Sections of these Speci- fications. 1.2 QUALITY ASSURANCE A•. Delegate the responsibility for maintenance of Record Doc- uments to one person on the Contractor's staff as approved by the Architect. B. Accuracy of records: 1. Thoroughly coordinate changes within the Record Docu- ments, making adequate and proper entries on each page of Specifications and each sheet of Drawings and other Documents where such entry is required to show the change properly. 2. Accuracy of records shall be such that future search for items shown in the Contract Documents may rely reasonably on information obtained from the approved Project Record Documents. C. Make entries within 24 hours after receipt of information that the change has occurred. 1.3 SUBMITTALS • A. Comply with pertinent provisions of Section 01340. - --- PROJECT RECORD DOCUMENTS 86:07 01720-1 • B. The Architect's approval of the current status of Project Record Documents may be a prerequisite to the Architect's approval of requests for progress payment and request for final payment under the Contract. C. Prior to submitting each request for progress payment, se- cure the Architect's approval of the current status of the Project Record Documents. D. Prior to submitting request for final payment, submit the final Project Record Documents to the Architect and secure his approval. 1.4 PRODUCT HANDLING A. Maintain the job set of Record Documents completely pro- tected from deterioration and from loss and damage until completion of the Work and transfer of all recorded data to the final Project Record Documents. B. In the event of loss of recorded data, use means necessary to again secure the data to the Architect's approval. 1. Such means shall include, if necessary in the opinion of the Architect, removal and replacement of conceal- ing materials. 2._ In such case, provide replacements to the standards originally required by the Contract Documents. PART 2 - PRODUCTS 2.1 RECORD DOCUMENTS as A. Job;.set: Promptly following receipt of the Owner's Notice to Proceed, secure from the Architect at no charge to the Contractor one complete set of all Documents comprising the Contract. B. Final Record Documents: At a time nearing the completion of the Work, secure from the Architect at no charge to the Contractor one complete set of sepia transparencies of all Drawings in the Contract. PART 3 - EXECUTION 3.1 MAINTENANCE OF JOB SET A. Immediately upon receipt of the job set described in Para- • graph 2.1-A above, identify each of the Documents with the title, "RECORD DOCUMENTS - JOB SET." PROJECT RECORD DOCUMENTS 86:07 01720-2 • B. Preservation: 1. Considering the Contract completion time, the probable number of occasions upon which the job set must be taken out for new entries and for examination, and the conditions under which these activities will be per- formed, devise a suitable method for protecting the job set to the approval of the Architect. 2. Do not use the job set for any purpose except entry of new data and for review by the Architect, until start of transfer of data to final Project Record Documents. 3. Maintain the job set at the site of Work as that site is designated by the Architect. C. Making entries on Drawings: 1. Using an erasable colored pencil (not ink or indelible pencil), clearly describe the change by graphic line and note as required. 2. Date all entries. 3. Call attention to the entry by a "cloud" drawn around the area or areas affected. 4. In the event of overlapping changes, use different colors for the overlapping changes. D. Make entries in the pertinent other Documents as approved by the Architect. E. ,Conversion of schematic layouts: 1. In some cases on the Drawings, arrangements of con- duits, circuits, piping, ducts, and similar items, is shown schematically and is not intended to portray precise physical layout. a. Final physical arrangement is determined by the Contractor, subject to the Architect's approval. b. However,.design of future modifications of the facility may require accurate information as to the final physical layout of items which are shown only schematically on the Drawings. 2. Show on the job set of Record Drawings, by dimension accurate to within one inch, the centerline of each run of items such as are described in subparagraph 3.1-E-1 above. a. Clearly identify the item by accurate note such as "cast iron drain," "galv. water," and the like. b. Show, by symbol or note, the vertical location of the item ("under slab," "in ceiling plenum," "ex- posed," and the Like). c. Make all identification sufficiently descriptive • that it may be related reliably to the Specifica- tions. 3. The Architect may waive the requirements for conver- sion of schematic layouts where, in the Architect's judgment, conversion serves no useful purpose. How - PROJECT RECORD DOCUMENTS 66:07 01720-3 3.2 • ever, do not rely upon waivers being issued except as specifically issued in writing by the Architect. FINAL PROJECT RECORD DOCUMENTS A. The purpose of the final Project Record Documents is to provide factual information regarding all aspects of the Work, both concealed and visible, to enable future modifi- cation of the Work to proceed without lencithy and expen- sive'site measurement, investigation, and examination. B. Approval of recorded data prior to transfer: 1. Following receipt of the transparencies described in Paragraph 2.1-B above, and prior to start of transfer of recorded data thereto, secure the Architect's ap- proval of all recorded data. 2. Make required revisions. C. Transfer of data to Drawings: 1. Carefully transfer change data shown on the job set of Record Drawings to the corresponding transparencies, coordinating the changes as required. 2. Clearly indicate at each affected detail and other Drawing a full description of changes made during con- struction, and the,aotual location of items described in subparagraph 3.1-E-1 above. 3. Call attention to each entry by drawing a "cloud" a- round the area or areas affected. 4. Make changes neatly, consistently, and with the proper media to assure longevity and clear reproduction. D. Transfer of.data to other Documents: 1. If the Documents other than Drawings have been kept .clean during progress of the Work, and if entries :,thereon have been orderly to the approval of the Arch- itect, the job set of those Documents other than Draw- ings will be accepted as final Record Documents. 2. If any such Document is not so approved by the Archi- tect, secure a new copy of that Document from the Architect at the Architect's usual charge for repro- duction and handling, and carefully transfer the change data to the new copy to the approval of the Architect. E. Review and submittal: 1. Submit -the completed set of Project Record Documents to the Architect as described in Paragraph 1.3-D above. 2. Participate in review meetings as required. • 3. Make required changes and promptly deliver the final Project Record Documents to the Architect. PROJECT RECORD DOCUMENTS 86:0' 01720-4 0 • 3.3 CHANGES SUBSEQUENT TO ACCEPTANCE A. The Contractor has no responsibility for recording changes in the Work subsequent to Final Completion, except for changes resulting from work performed under Warranty. END OF SECTION 3W PROJECT RECORD DOCUMENTS 86:07 01720-5 • SECTION 02070 SELECTIVE DEMOLITION PART 1 - GENERAL 1.1 DESCRIPTION A. Work included: Carefully demolish and remove from the site those items scheduled to be so demolished and removed. B. Related work: I. Documents affecting work of this Section include, but are not necessarily limited to, General Conditions, Supplementary Conditions, and Sections in Division 1 of these Specifications. 2. Section 01045: Cutting and patching. 1.2 QUALITY ASSURANCE A. Use adequate numbers of skilled workmen who are thoroughly trained and experienced,ian the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of the work of this Section. 1.3 PRODUCT HANDLING A. Comply with pertinent provisions of Section 01640. PART 2 - PRODUCTS (No products are required in this Section) PART 3 - EXECUTION 3.1 SURFACE CONDITIONS A. Examine the areas and conditions under which work of this Section will be performed. Correct conditions detrimental to timely and proper completion of the Work. Do not pro- ceed until unsatisfactory conditions are corrected. • 3.2 DEMOLITION A. By careful study of the Contract Documents, determine the location and extent of selective demolition to be per- formed. SELECTIVE: DEMOLITION 86:07 021070-1 • B. In company with the Architect, visit the site and verify the extent and location of selective demolition required. 1. Carefully identify limits of selective demolition. 2. Mark interface surfaces as required to enable workmen also to identify items to be removed and items to be left in place intact. C. Prepare and follow an organized plan for demolition and re- moval of items. 1. Shut off, cap, and otherwise protect existing public utility lines in accordance with the requirements of the public agency or utility having jurisdiction. 2. Completely remove items scheduled to be so demolished and removed, leaving surfaces clean, solid, and ready to receive new materials specified elsewhere. 3. In all activities, comply with pertinent regulations of governmental agencies having jurisdiction. D. Demolished material with exception of windows, casework, :special moulding and trim, ornther items as directed by the Architect or Owner shall be considered to be property of the Contractor and shad be completely removed from the job site. E. Use means necessary to prevent dust becoming a nuisance to the public, to neighbors, and to other work being performed on or near the site. 3.3 REPLACEMENTS A. In the event of demolition of items not so scheduled to be demolished, promptly replace such items to the approval of the Anccitect and at no additional cost to the Owner. END OF SECTION 0 SELECTIVE DEMOLITION 86:07 02070-2 SECTION 02110 CLEARING PART 1 - GENERAL 1.1 DESCRIPTION A. Work included: Clear and grub the site as shown on the Drawings and specified herein. B. Related work: 1. Documents affecting work of this Section include, but are not necessarily limited to, General Conditions, Supplementary Conditions, and Sections in Division 1 of these Specifications. 2. Section 02220: Backfilling and compacting. 1.2 QUALITY ASSURANCE A. Use adequate numbers of skilled workmen who are thoroughly trained and experienced,in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of the work of this • Section. 1.3 PRODUCT HANDLING A. Comply with pertinent provisions of Section 01640. PART 2 - PRODUCTS 2.1 MATERIALS A. Provide materials, not specifically described but required for proper completion of the work of this Section, as selected by the Contractor subject to the approval of the Architect. PART 3 - EXECUTION 3.1 SURFACE CONDITIONS • A. Examine the areas and cond:_tions under which work of this Section will be performed. Correct conditions detrimental to timely and proper completion of the Work. Do not pro- ceed until unsatisfactory conditions are corrected. CLEARING 86:07 02.110-1 • 3.2 PROTECTION A. Protect existing utilities indicated or made known. B. Protect trees and shrubs, where indicated to remain, by providing a fence around the tree or shrub of sufficient distance away and of sufficient height so trees and shrubs will not be damaged in any way as part of this Work. C. Protection of persons and property: 1. Barricade open depressions and holes occurring as part of this Work, and post warning lights on property adja- cent to or with public access. 2. Operate warning lights during hours from dusk to dawn each day and as otherwise required. 3. Protect structures, utilities, sidewalks, pavements, and other facilities from damage caused by settlement, lateral movement, undermining, washout, and other haz- ards created by operations under this Section. D. Use means necessary to prevent dust becoming a nuisance to the public, to neighbors, and to other work being performed on or near the site. E. Maintain access to the site at all times. 3.3 CLEARING , A. Clean out roots 1" in diameter and larger to a depth of at least 12" below the existing ground surface or subgrade of new graded surface, whichever is lower. Treat roots re- maining in, the soil with a weed killer approved by the Architect. �. 3.4 CONSERVATION OR TOPSOIL A. After the area has been cleared of vegetation, strip the existing topsoil to the depth necessary to provide at least 6" depth of topsoil in areas shown on the Drawings to be turfed or planted, and to fill planters, without contamina- tion with subsoils. B. Stockpile in an area clear of new construction. C. Maintain the stockpile in a manner which will not obstruct the natural flow of drainage. 1. Maintain stockpile free from debris and trash. 2. Keep the topsoil damp to prevent dust and drying out. CLEARING 86:07 02110-2 11 3.5 DISPOSAL A. General: 1. Remove brush, grass, roots, trash, and other material from clearing operations. 2. Dispose of away from the site in a legal manner. 3. Do not store or permit debris to accumulate on the job site. B. Do not burn debris at the site. 3.6 UTILITIES A. Coordinate with utility companies and agencies as required. B. Where utility cutting_, capping, or plugging is required, perform such work in accordance with requirements of the utility company or governmental agency having jurisdiction. END OF SECTION CLEARING 86:07 02110-3 • SECTION 02220 EXCAVATING, BACKFILLING, AND COMPACTING: PART 1 - GENERAL 1.1 DESCRIPTION A. Work included: Excavate, backfill, compact, and grade the site to the elevations shown on the Drawings, as specified herein, and as needed to meet the requirements of the con- struction shown in the Contract Documents. B. Related work: 1. Documents affecting work of this Section include, taut are not necessarily limited to, General Conditions,. Supplementary Conditions, and Sections in Division 1 of. these Specifications. 1.2 QUALITY ASSURANCE „ A. Use adequate numbers of skilled workmen who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of the work of this Section. B. Use equipment adequate in size, capacity, and numbers to accomplish the work of this Section in a timely manner. 1.3 PRODUCT HANDLING A. Comply with pertinent provisions of Section 01640. PART 2 - PRODUCTS 2.1 SOIL MATERIALS . A. Fill and backfill materials: 1. Provide soil materials free from organic matter and deleterious substances, containing no rocks or lumps over 6" in greatest dimension, and with not more than EXCAVATING, BACKFILLING, AND COMPACTING 86:07 02220-1 • 15% of the rocks or lumps larger than 2-3/8" in their ureatest dimension. 2.. Fill material is that material removed from ex- cavations or imported from off-site borrow areas, pre- dominantly granular, non -expansive soils free from roots and other deleterious matter. 3. Do not permit rocks having a dimension greater than 1" in the upper 12" of fill or embankment. 4. Col►esi.onless material used for structural backfill: - Provide sand free from organic material and other for- eign matter, 5. Where granular base is called for under building slabs, provide aggregate complying with requirements of Sec- tion 03300 of these Specifications. 2.2 WEED KILLER A. Provide a dry, free-flowing, dust -free chemical compound, soluble in water, capable of inhibiting growth of vegeta- tion, and approved for use on this Work by governmental agencies having jurisdiction. 2.3 'TOPSOIL A. Where and if shown on the Drawings or otherwise required, provide topsoil consisting of friable, fertile soil of loamy character, containing an amount of organic matter normal to the region, capable of sustaining healvhy plant life, and reasonably free from subsoil, roots, heavy or stiff clay, stones larger than 2" in greatest dimension, noxious weeds, sticks, brush, litter, and other deleterious matter. B. Obtain topsoil from sources within the project limits, or provide imported topsoil obtained from sources outside the project limits, or from both sources. 2.4 OTHER MATERIALS A. Provide other materials, not specifically described but re- quired for a complete and proper installation, as selected by the Contractor subject to the approval of the Architect. PART 3 - EXECUTION 3.1 SURFACE CONDITIONS • A. Examine the areas and conditions under which work of this Section will be performed. Correct conditions detrimental 'EXCAVATING, BACKFILLING, AND COMPACTING 86:07 02220-2 Ll 0 to timely and prober completion oL- the Work. Do not pro- ceed until unsatisfactory cunditions are corrected. 3.2 PROCEDURLS A. Utilities: 1. Unless shown to be removed, protect active utility lines shown on the Drawings or otherwise made known to the Contractor prior to excavating. If damaged, repair or replace at no additional cost to the Owner. 2. If active utility lines are encountered, and are not shown on the Drawings or otherwise made known to the Contractor, promptly take necessary steps to assure that service is not interrupted. 3. If service is interrupted as a result of work under this Section, immediately restore service by repairing the damaged utility at no additional cost to the Owner. 4. If existing utilities are found to interfere with the permanent facilities being constructed under this Sec- tion, immediately notify the Architect and secure his instructions. S. Do not proceed with permanent relocation of utilites until written instructions are received from the Archi- tect. B. Protection of persons and property: 1. Barricade open holes and depressions occurring as part of the Work, and post warning lights on property adja- cent to or with public access. 2. Operate warning lights during hours from dusk to dawn each day and as otherwise required. 3. Protect structures, utilities, sidewalks, pavements, and other facilities from damage caused by settlement, lateral movement, washout, and other hazards created by operations under this Section. C. Dewatering: 1. Remove all water, including rain water, encountered during trench and sub -structure work to an approved lo- cation by pumps, drains, and other approved methods. 2. Keep excavations and site construction area free from water. D. Use means necessary to prevent dust becoming a nuisance to the public, to neighbors, and to other work being performed on or near the site. E. Maintain access to adjacent areas at all times. EXCAVATING, BACKFILLING, AND COMPACTING 86:07 02220-3 3.3 EXCAVATING A. Perform excavating of over.y type of material encountered Within the limits of the Work to the lines, grades, and el- evations indicated and specified herein. B. Satisfactory excavated materials: 1. 'Transport to, and place in, fill or embankment areas within the limits of the Work. C. Unsatisfact(ay. excavated materials: 1. Excavate to a distance below grade and replace with satisfactory materials. 2. Include excavation of unsatisfactory materials, and re- placement by satisfactory materials, as parts of the work of this Section. D. Surplus materials: 1. Dispose of unsatisfactory excavated material, and sur- plus satisfactory excavated material, away from the site at..disposal areas arranged and paid for by the Contractur. E. Excavate 'and backfill in a manner and sequence that will provide proper drainage at all times. F. Borrow: , 1. Obtain material required for fill or embankment in excess of that produced within the grading limits of the Work from borrow areas selected and paid for by the Contractor. G. Unauthorized excavation: 1. Unauthorized excavation consists of removal of materials ...beyond ,indicated subgrade elevations or dimensions without specific instructions from the Archi`_ect 2. Under footings, foundations, or retaining walls: a. Fill unauthorized excavations by extending the in- dicated bottom elevation of the footing or base to the excavations bottom, without altering the re- quired top elevation. 3. Elsewhere, backfill and compact unauthorized excava- tions as specified for authorized excavations. EXCAVATING, BACKFILLING, AND COMPACTIN 86:07 02220-4 • • h. Stability of excavations: 1. Slone sides of excavations to 1:1 or flatter. 2. Shore and brace where sloping is not possible because of space restrictions or stability of the materials being excavated. 3. Maintain sides and slopes of excavations in a safe con- dition until completion of backfilling. I. Shoring and bracing: 1. Provide materials for. shoring and bracing as may be necesary for safety of personnel, protection of work, and compliance with requirements of governmental agen- cies having jurisdiction. 2. Maintain shoring and bracing in excaval.ions regardless of "the time period excavations will be open. 3. Carry shoring and bracing down as excavation progresses. J. Excavating for structures: 1. -Conform to elevations and dimensions shown► within a tolerance of 0.10 ft, and extending a sufficient dis- tance from footings and foundations to permit placing and removing concrete formwork, installation of ser- vices, other construction required, and for inspection. 2. In excavating for footings and foundations, take care not to disturb bottom of excavation: a. Excavate by hand tools to final grade just before concrete is placed. b. Trim bottoms to required lines and grades to leave solid base to receive concrete. EXCAVATING, BACKFILLING, AND COMPACTING 86:07 02220-5 E 3. Excavate for footings and foundations only after gen- eral site excavating, filling, and grading are complete. K. Excavating for pavements: 1. Cut surface under pavements to comply with cross sec- tions, elevations, and grades. L. Cold weather protection: 1. Protect excavation bottoms a,jainst freezing when atmos- pheric temperature is less than 35 degrees F. 3.4 FILLING AND BACKFILLING A. General: 1. For each classification listed below, place acceptable soil material in layers to required subgrade elevations. 2. In excavations: a. Use satisfactory excavated or borrow material. 3. Under asphalt pavements: a. Use subbase materials. 4. Under building slabs: a. Use granular fill, if so called for on the Drawings, complying with aggregate acceptable under Section 03300 of these Specifications. B. Backfill excavations as'promptly as progress of the Work permits, but not until completion of the following. 1. Acceptance of construction below finish grade including, where applicable, dampproofing and waterproofing. 2. Inspecting, testing, approving, and recording locations of undergj.,und utilities. 3. Removing concrete formwork. 4. Removing shoring and bracing, and backfilling of voids with satisfactory materials. 5. Removing trash and debris. 6. Placement o;f�horizontal bracing on horizontally suppor- ted walls., C. Ground surface preparation: 1. Remove vegetation, debris, unsatisfactory soil materi- als, obstructions, and deleterious matter from ground surface prior to placement of fills. 2. Plow, strip, or break up sloped surfaces steeper than one vertical to four horizontal so that fill material will bond with existing surface. 3. When existing ground surface has a density less than that specified under "compacting" for the particular area, break up the ground surface, pulverize, moisture - condition to the optimum moisture content, and compact to required depth and percentage of maximum density. EXCAVATING, BACKFILLING, AND COMPACTING 86:07 02220-6 E D. Placing and compacting: 1. Place backfill and fill materials in layers not more than 8" in loose depth. 2. Before compacting, moisten or aerate each layer as nec- essary to provide the optimum moisture content. 3. Compact each layer to required percentage of maAimum density for area. 1 4. Do not place backfill or fill material on surfaces that are muddy, frozen, or containing frost or ice. 1 5. place backfill and fill materials evenly adjacent to structures, to required elevations. 6. Take care to prevent wedging action of backfill against structures by carrying the material uniformly around the structure to approximately the same elevation in each lift. 7. Where the construction includes basement or other under- ground walls having structural floors over them, do not backfill such walls until the structural floors are in place and have attained sufficient strength to support the walls. 3.5 GRADING A. General: 1. Uniformly grade the areas within limits of gradinci un- der this Section, including adjacent transition areas. 2. Smooth the finished surfaces within specified tolerance. j. Compact with uniform levels or slopes between points where elevations are shown on the Drawings, ur between such points and existing grades. 4. Where a change of slope is indicated on the Drawings, construct a rolled transition section having a minimum radius of approximately 810", unless adjacent construc- tion will not permit such a transition, or if such a transition defeats positive control of drainage. B. Grading outside building lines: 1. Grade areas adjacent to buildings to achieve drainage away from the structures, and to prevent ponding. 2. Finish the surfaces to be free from irregular surface changes, and: a. Shape the surface of areas scheduled to be under walks to line, grade, and cross-section, with fin- ished surface not more than 0.10 ft above or below the required subgrade elevation. b. Shape the surface of areas scheduled to be under • pavement to line, grade, and cross-section, with finished surface not more than 0.05 ft above or be- low the required subgrade elevation. EXCAVATING, BACKFILLING, AND COMPACTING 86:07 02220-7 r� 3 . U COH PACT 1 NG A. Control soil compaction during construction to provide the minimum percentage of density specified for each area as det.2rmined according to ASTM D1557. .1. Provide not less than the following maximum density of soil. material compacted at optimum moisture content for the ac- tual density of each layer of soil material in place, and as approved by the soil engineer. 1. Structures: a. Compact the top 8" of subgrade and each layer of fill material or backfill material at 90% of maxi- mum density. 2. Lawn and unpaved areas: a. Compact the top 8" of subgrade and each layer of fill material or backfill material at 90% of maxi- mum density. b. Compact the upper 12" of filled areas, or natural. soils exposed by excavating, at 85'x, of maximum den- city. 3. Walks: :a. Compact- the top 8" of subgrade and each layer of fill MlLt-r.ial or backfill material at 90'x: of maxi- mum density. 4. -Pavements: a. Compact the top 8" of subgrade and each layer of • fill material or backfill material at 90',, of maxi- mum dcrnsity. C. Moisture control: 1. Where subgrade or layer of soil material must be moisture -conditioned before compacting, uniformly apply water to surface of subgrade or layer of soil material to prevent'free water appearing on surface during or subsequent_to compacting operations. 2. Remove and replace, or scarify and air dry, soil mate- rial that is too wet to permit compacting to the speci- fied density. 3.7 MAINTENANCE A. Protection of newly graded areas: 1. Protect newly graded areas from traffic and erosion, and keep free from trash and weeds; 2. Repair and reestablish grades in settled, eroded, and rutted areas to the specified tolerances. B. Where completed comparted areas are disturbed by subseque� construction operations or adverse weather, scarify the surface, reshape, and compact to the required density prior to further construction. END OF SECTION EXCAVATING, BACKFILLING, AND COMPACTING gG:07 02220-8 • SECTION 02221 TRENCHING, BACKFILLING, AND COMPACTING PART 1 -- GENERAL 1.1 DESCRIPTION A. Work included: Trench, backfill, and compact as specified herein and as needed for installation of underground util- ities associated with the Work. B. Related work: 1. Documents affecting work of this Section include, but are not necessarily limited to, General Conditions, Supplementary Conditions, and Sections in Division 1 of these Specifications. 1.2 QUALITY ASSURANCE A. Use adequate numbers of skilled workmen who are thorcuyhly trained and experienced'in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of the work of this Section. B. Use equipment adequate in size, capacity, and numbers to accomplish the work in a timely manner. 1.3 PRODUCT HANDLING A. Comply with pertinent provisions of Section 01640. PART 2 - PRODUCTS 2.1 SOIL MATERIALS A. Fill and backfill materials: • 1. Provide soil materials free from organic matter and deleterious substances, containing no rocks or lumps over 6" in greatest dimension, and with not more than 15% of the rocks or lumps larger than 2-3/8" in their greatest dimension. 86:07 TRENCHING, BACKFILLING, AND COMPACTING 02221-1 2. Fill material is that material removed from excavations or imported from off-site borrow areas, predominantly granular, non -expansive soil free from roots and other deleterious matter. 3. Do not permit rocks having a dimension greater than 1" in the upper 12" of fill. 4. Cohesionless material used for backfill: Provide sand free from organic material and other foreign matter. 2.2 OTHER MATERIALS A. Provide other materials, not specifically described but re- quired for a complete and proper installation, as selected by the Contractor subject to the approval of the Architect. PART 3 - EXECUTION 3.1 SURFACE CONDITIONS A. Examine the areas and conditions under which work of this Section will be performed. Correct conditions detrimental to timely and proper completion of the Work. Do not pro- ceed until unsatisfactory conditions are corrected. 3.2 PROCEDURES A. Utilities: 1. Unless shown to:be removed, protect active utility lines shown`on the drawings or otherwise made known to the Contractor prior to trenching. If damaged, repair or.replace at no additional cost to the Owner. 2. If active utility lines are encountered, and are not shown on the Drawings or otherwise made known to the Contractor, promptly take necessary steps to assure that service is not interrupted. 3. If service is interrupted as a result of work under this Section, immediately restore service by repairing the damaged utility at no additional cost to the Owner. 4. If existing utilities are found to interfere with the permanent facilities being constructed under this Sec- tion, immediately notify the Architect and secure his • instructions. 5. Do not proceed with permanent relocation of utilities 86:07 TRENCHING, BACKFILLING, AND COMPACTING 02221-2 • until written instructions are received from the Archi- tect. B. Protection of persons and property: 1. Barricade open holes and depressions occurring as part of the Work, and post warning lights on property adja- cent to or with public access. 2. Operate warning lights during hours from dusk to dawn each day and as otherwise required. 3. Protect structures, utilities, sidewalks, pavements, and other facilities from damage caused by settlement, lateral movement, washout, and other hazards created by operations under this Section. C. Dewatering: 1. Remove all water, including rain water, encountered during trench and sub -structure work to an approved lo- cation by pumps, drains, and other approved methods. 2. Keep trenches and site construction area free from water. D. Use means necessary to prevent dust becoming a nuisance to the public, to neighbors, and to other work being performed on or near the site. E. Maintain access to adjacent areas at all times. 3.3 TRENCHING A. Comply with pertinent provisions of Section 02220, and the provisions of this Section. B. Provide,sheeting and shoring necessary for protection of the Work and for the safety of personnel. 1. Prior to backfilling, remove all sheeting. 2. Do not permit sheeting to remain in the trenches except when, in the opinion of the Architect, field conditions or the type of sheeting or methods of construction such as use of concrete bedding are such as to make removal of sheeting impracticable. In such cases, the Archi- tect may permit portions of sheeting to be cut off and remain in the trench. C. Open cut: 1. Excavate for utilities by open cut. 2. If conditions at the site prevent such open cut, and if • approved by the Architect, trenching may be used. 3. Short sections of a trench may be tunneled if, in the opinion of the Architect, the conductor can be installed safely and backfill can be compacted properly into such tunnel. 86:07 TRENCHING, BACKFILLING, AND COMPACTING 02221-3 • 4. Where it becomes necessary to excavate beyond the lim- its of normal excavation lines in order to remove boul- ders or other interfering objects, backfill the voids remaining after removal of the objects. 5. When the void is below the subqrade for the utility bedding, use suitable earth materials and compact to the relative density, but in no case to a relative density less than 90%. 6. When the void is in the side of the utility trench or open cut, use suitable earth or sand compacted or con- solidated, but in no case to a relative density less than 80%. 7. Remove boulders and other interfering objects, and backfill voids left by such removals, at no additional cost to the Owner. D. Trench to the minimum width necessary for proper installa- tion of the utility, with sides as nearly vertical as pos- sible. Accurately grade the bottom to provide uniform bearing for the utility. E. Depressions: 1. Dig bell holes and depressions for joints after the trench has been graded. Provide uniform bearing for the, pipe on- prepared bottom of the trench. 2. Except where rock is encountered, do not excavate below the depth indicated or specified. 3. Where rock is encountered, excavate rock to a minimum overdepth of 4" below the trench depth indicated or specified. F. Where utility runs traverse public property or are subject to governmental or utility company jurisdiction, provide depth, bedding, cover, and other requirements as set forth by legally constituted authority having jurisdiction, but in no case less than the depth shown in the Contract Documents. G. Where trenching occurs in existing lawns, remove turf in sections and keep damp. Replace turf upon completion of the backfilling. 86.07 TRENCHING, BACKFILLING, AND COMPACTING 02221-4 • H. Cover: 1. Provide minimum trench depth indicated below to main- tain a minimum cover- over the top of the installed item below the finish grade or subgrade: a. Areas subject to vehicular traffic: (1) Sanitary sewers: 48"; (2) Storm drains: 36". b. Areas not subject to vehicular traffic: (1) Sanitary sewers: 30"; (2) Storm drains: 1816 . C. All areas: (1) Water lines: 30"; (2) Natural gas lines: 24"; (3) Electrical cables: 42"; (4) Electrical ducts: 36". d. Concrete encased: (1) Pipe sleeves for water and gas lines: 24"; (2) Sanitary sewers and storm drains: 12"; (3) Electrical ducts: 24". 2. Where utilities are under a concrete structure slab or pavement, the minimum depth need only be sufficient to completely encase the conduit or pipe sleeve, and elec- trical long -radius rigid metal conduit riser, provided it will not interfere with the structural integrity of the slab or pavement. 3. Where the minimum cover is not provided, encase the pipes in concrete as; indicated. Provide concrete with a minimum 28 day compressive strength of 2500 psi. 3.4 BEDDING A. Provide bedding as indicated on the Drawings. 3.5 BACKFILLING A. General: 1. Do not completely backfill trenches until required pressure and leakage tests have been performed, and un- til the utilities systems as installed conform to the requirements specified in the pertinent Sections of these Specifications. 2. Except as otherwise specified or directed for special conditions, backfill trenches to the ground surface with selected material. 3. Reopen trenches which have been improperly backfilled, to a depth as required for proper compaction. Refill • and compact as specified, 4. Do not allow or cause any of the Work performed or in- stalled to be covered up or enclosed by work of this Section prior to required inspections, tests, and ap- provals. 86:07 TRENCHING, BACKFILLING, AND COMPACTING 02221-5 • 5. Should any of the Work be so enclosed or covered up be- fore it has been approved, uncover all such Work and, after approvals have been made, refill and compact as specified, all at no additional cost to the Owner. B. Lower portion of trench: 1. Deposit approved backfill and bedding material_ in layers of 6" maximum thickness, and compact with suitable tam- pers to the density of the adjacent soil, or grade as specified herein, until there is a cover of not less than 24" over sewers and 12" over other utility lines. 2. Take special care in backfilling and bedding cperations to not damage pipe and pipe coatings. C. Remainder of trench: 1. Except for special materials for pavements, backfill the remainder of the trench with material free from stones larger than 6" or 1/2 the layered thickness, whichever is smaller, in any dimension. 2. Deposit backfill material in layers not exceeding the thickness specified, D. Adjacent to buildings: ,Mechanically compact backfill with- in ten feet of buildings. 3.6 TEST FOR DISPLACEMENT OF SEWERS AND STORMDRAINS A. Check sewers and stor.mdrains to determine whether displace- ment.has occurred after the trench has been backfilled to above the pipe and has been compacted as specified. B. Flash a light between manholes or, if the manholes have not yet been constructed, between the locations of the manholes, by means of a flashlight or by reflecting sunlight with a mirror. C. If the illuminated interior of the pipe line shows poor alignment, displaced pipes, or any other defects, correct the defects to the specified conditions and at no addition- al cost to the Owner. • END OF SECTION 86:07 TRENCHING, BACKFTLI.ING, AND COMPACTING 02221-6 • SECTION 02722 SANITARY SEWERAGE SYSTEM • PART 1 - GENERAL 1.1 DESCRIPTION A. Work included: Provide sanitary sewerage system as shown on the Drawings, specified herein, and needed for a com- plete and proper installation. B. Related work: 1. Documents affecting work of this Section include, but are not necessarily limited to, General Conditions, Supplementary Conditions, and Sections in Division 1 of these Specifications. 1.2 QUALITY ASSUFUNNCE A. Use adequate numbers of skilled workmen who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with' the specified requirements and the methods needed for proper performance of the work of this Section. 1.3 SUBMITTALS A. Comply with pertinent provisions of Section 01340. B. Product data: Within 35 calendar days after the Contractor has received the owner's Notice to Proceed, submit: 1. Materials list of items proposed to be provided under this Section; 2. Manufacturer's specifications and other data needed to prove compliance with the specified requirements; 3. Manufacturer's recommended installation procedures which, when approved by the Architect, will become the basis for accepting or rejecting actual installation procedures used on the Work. 1.4 PRODUCT HANDLING A. Comply with pertinent provisions of Section 01640. SANITARY SEWERAGE SYSTEM 86:07 02722-1 2.1 PIPE AND FITTINGS A. Asbestos cement pipe and fittings (ACP) 1. Type: With epoxy resin base lining, fabricated by man- ufacturers experienced in production of this type of pipe and fittings. 2. Acceptable manufacturers: a. Johns -Manville; b. Other.manufacturers when approved in advance by the Architect. 3. Pipe,8" or larger in diameter: Comply with ASTM C428, type II, class 2400. 4. Pipe 6" and smaller in diameter: Comply with ASTM C644, type II, class 2400. 5. Rubber rings for joints: Comply with ASTM D1869. 6. Fittings and specials: Provide: a. Strength not less than that of the pipe; and b. Epoxy resin base lining highly resistant to acids, salts, and alkalis; completely resistant to acids generated by the hydrogen sulfide corrosion cycle; and permanently bonded to the wall. of the pipe, couplings, and other fittings. 7. Centrifugally cast the epoxy resin base lining onto _,pipe walls to produce'a uniform film with a thickness of not less than 0.012". B. Cast iron soil pipe and fittings (CIP): 1. Comply with ASTM A74, class SV. 2. Use rubber gaskets complying with ASTM C564 for com- pression joints. C. Clay pipe and .fittings (VCP): 1. Use extra.strength, bell and spigot, complying with ASTM C200.,, . 2. Use compression joints complying with ASTM C425, type II. D. Polyvinyl chloride pipe and fittings (PVC): 1. Use extra strenqth, minimum of SDR 35. 2. Comply with ASTM D3034. E. Acrylonitrile butadine styrene pipe and fittings (ABS): 1. Comply with ASTM D2680. 86:0:' SANITARY SEWERAGE SYSTEM 02722-2 • • 2.2 DRAINAGE STRUCTURES AND SEPTIC TANK A. Precast: 1. Provide reinforced precast concrete units to the dimen- sions and profiles shown on the Drawings aiol as per Suffolk County Department of Health Services standards. B. Mortar 1. All required connections to be wudu with mot -Lar with ASTM C270, Type M. 2.3 FRAMES AND COVERS A. Use cast iron frames and covers, standard black finish, supplied as a total Unit,size as indicated and as martufac- tured by NEENAH FOIJ[JDRY . 2.4 OTHER MATERIALS A. Provide other material:., not specifically described but required for a complete and proper ir►::tallation, as selected by the Contractor :..abject to the appi-i.val of thl- Architect. r� .PART 3 - EXECUTION 3.1 SURFACE CONDITIONS A. Examine the areas and conditions under which work of this Section will be performed. Correct conditions detrimental to timely and proper completion of the Work. Do not proceed until unsatisfactory conditions are corrected 3.2 FIELD MEASUREMENTS A. Make necessary measurements in the field to assure precise fit of items in accordance with the approved design. 3.3 INSTALLATION A. Trench, backfill and compact for the work of this Section .in strict accordance with pertinent provisions of Section 02221 of these Specifications. • B. LOCATION: 1. Where the sewer location is not located clearly by di- mensions on the Drawings, locate the sewer: a. Not closer than ten feet from a water supply main or service line. SANITARY SEWERAGE SYSTEM 86:07 02722-3 • U c. Pipe laying: 1. Protect pipe during handling against shocks and gree fall. Remove extraneous material from the pile i11L0r- 2. Lily pipe by- proceedinq upgrade with the spigot enols of bell -and -spigot pipe pointing in direction of flow. 3. Lay each pipe accurately to the indicated line and grade, aligning so the sewer has a uniform invert.. 4. Continually clear interior of the pipe free from f.ur- eign material. 5. Before making pipe joints, clean and dry alp stirfLices of the pipe to be Joined. 6. Use lubricants, primers, and adhesives reconunL•nded for the purpose by the pipe manufacturer. 7. Place, fit, join, and adjust the joints to obt.1111 the degree of water tightness required. 3.4 BUILDING CONNEC`T'IONS A. Terminate building connections where shown on the Drawings. B. Providetemporary closures at terminals where the building ;pipe is riot. installed. A . Place marker post at grade end of plugged line 2. Where building piping has been installed, make connec- tions to the building piping system. 3.5 TESTING AND INSPECTING A. Do not allow or cause any of the Work of this Section to be covered up or enclosed until after it has been inspected and tested, and has been approved by the Architect. END OF SECTION • SANITARY SEWERAGE SYSTEM 86:07 02722-4 • CJ SECTION 03300 CAST -IN-PLACE CONCRETE PART 1 - GENERAL 1.1 DESCRIPTION A. Work included: Provide cast -in-place concrete, including formwork and reinforcement, where shown on the Drawings, as specified herein, and as needed for a complete and proper installation. B. Related work: 1. Documents affecting work of this Section include, but are not necessarily limited to, General Conditions, Supplementary Conditions, and Sections in Division 1 of these Specifications. 1.2 QUALITY ASSURANCE A. Use adequate numbers of,$killed workmen who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and the • methods needed for proper performance of the work of this Section. B. Comply with "Specifications for Structural Concrete for Buildings," ACI 301, except as may be modified herein. C. Provide access for, and cooperate with, the inspector and testing laboratory described in Section 01410 of these Specifications. - CAST -IN-PLACE CONCRETE 86:07 03300-1 1.3 PRODUCT HANDLING A. Comply with pertinent provisions of. Section 01640. PART 2 - PRODUCTS 2.1 FORMS A. Design, erect, support, brace, and maintain formwork so it will safely support vertical and lateral loads which might be applied until such loads can be supported safely by the concrete structure. B. Construct forms to the exact sizes, shapes, lines, and di- mensions shown, and as required to obtain accurate align- ment, location, grades, and level and plumb work in the finished structure. 2.2 MOISTURE BARRIER A. Where so indicated on the Drawings, provide a moisture bar- rier consisting of: 1. Four inches of clean dry sand, evenly spread as a cush- ion; , -2. "Visqucren" or equal 6 mil thick plastic sheeting, with all joints taped and sealed; • 3. Two inches of clean dry sand, evenly spread on top of the installed plastic sheeting. 2.3 REINFORCEMENT A. Comply with the ,following as minimums: 1.� Bars: ASTM A615, grade 40 unless otherwise shown on the Drawings, using deformed bars for number 3 and larger;• 2. Welded wire fabric: ASTM A185; 3. Bending: ACI 318. B. Fabricate reinforcement to the required shapes and dimen- sions, within fabrication tolerances stated in the CRSI "Manual of Standard Practices." C. Do not use reinforcement having any of the following de- fects: 1. Bar lengths, depths, or bends exceeding the specified fabricating tolerances; • 2. Bends or kinks not indicated on the Drawings or re- quired for this Work; 3. Bars with cross-section reduced due to excessive rust or other causes. CAST -IN-PLACE CONCRETE 86:07 03300-2 • 2.4 CONCRETE A. Comply with the following as minimums: 1. Portland cement: ASTM 0150, type I or II, low alkali. 2. Aggregate, general: a. ASTM C30, uniformly graded and clean; b. Do not use aggregate known to cause excessive , shrinkage. 3. A.Igregate, coarse: Crushed rock or washed gravel with minimum size between 3/4" and 1-1/2", and with a maximum size number 4. 4. Aggregate, fine: Natural washed sand of hard and dura- ble particles varying from fine to particles Fussing a 3/8" screen, of which at least 1.2% shall pass a 50 -mesh screen. 5. Water: Clean and potable. B. Provide concrete with the compressive strengths shown on the Drawings. When such strengths are not shown on the Drawings, provide the f(.)ll.c,wincl as minimums: 1. Concrete footings 3000 p. -ii 2. Concrete slab on grade: 2000 psi 2.5 OTHER MATERIALS A. Provide other materials, not specifically described but re- quired for a complete and proper installation, as selected by the Contractor subject to the approval of the Architect. PART 3 - EXECUTION 3.1 SURFACE CONDITIONS • A. Examine the areas and conditions under which work of this Section will be performed. Correct conditions detrimental to timely and proper completion of the Work. Do not pro- ceed until unsatisfactory conditions are corrected. CAST -IN-PLACE CONCRETE 86:07 03300-3 3.2 REINFORCING A. Comply with the following, as well as the specified stan- dards, for details and methods of reinforcing placement and supports. 1. Clean reinforcement and remove loose dust and mill scale, earth, and other materials which reduce bond or destroy bond with cuncrete. 2. Position,.,,support, and secure reinforcement against e displacment by forms, construction, and the concrete placement operations. 3. Place reinforcement to obtain the required coverages for, concrete protection. 4. Install welded wire fabric in as lona lengths as prac- ticable, lapping adjoining pieces one full mesh mini- mum. 5. Unless otherwise shown on the Drawings, or required by governmental agencies having jurisdiction, lap bars 24 diameters minimum. 3.3 L:MBEDDED ITEMS A. Do not embed piping, other than electrical conduit, in :structural concrete. 1. Locate conduit Cu maintain maximum strength of the structure. 2. increase the thickness of the concrete if th-2 outsi,le diameter of the conduit exceeds 300 of the ti-iickne s of the concrete. B. Set bolts, inserts, and other required items in the con- crete, accurately secured so they will not be displaced, and.in the precise locations needed. 3.4 MIXING CONCRETE.; A. Transit mix'the concrete in accordance with provisions of ASTM C94. B. Mixing water: 1. At the batch plant, withhold 2-1/2 gal of water per cu yd of concrete. 2. Upon arrival at the job site, add all or pant of the withheld water (as required for proper slump) before the concrete is discharged from the mixer. 3. Mix not less than five minutes after the withheld water has been added, and not less than one minute of that time immediately prior to discharge of the batch. • 4. Unless otherwise directed, provide 15 minutes total mixing time per batch after first addition of water. CAST -IN-PLACE CONCRETE 86:C',' 03300-4 • • C. Do not use concrete Lhat has stood for over 30 minutes af- ter leaving the mixer., or concrete that is not placed with- in 60 minutes after water is first introduced into the mix. 3.5 PLACING CONCRETE A. Preparation:, 1. Remove foreign matter accumulated in the forms. 2. Rigidly close openings left in the formwork. 3. Wct wood forms sufficiently to tighten up cracks. Wet other material suffi.cieuLly to maintain workability of the concrete. 4. Use only cleat► tools. 13. Conveying-. 1. Perform concrete placing at such a rate that concrete which is being integrated with fresh concrete is still plastic. 2. Deposit concrete as nearly as practicable in it -s final location so as to avoid separation due to rehl-►ndling and flowing. 3. Do riot use concrete which becomes non -plastic and un- workable, or does not meet required quality control limits, or has been contaminated by foreign materials. 4. Remove rejected conc'Get(� from the job :,ite. C. Placing concrete slabs: 1. Deposit and consolidate concrete slabs in a continuous operation, within limits of construction joints, until the placing of a panel or section is completed. 2. Bring slab surfaces to the correct level with a straightedge, and then strike off. 3. Use bullfloats or darbies to smooth the surface, leav- ing the surface free from bumps and hollows. 4. Do not sprinkle water on the plastic surface. Do not disturb the slab surface prior to start of finishing operations. CAST -IN-PLACE CONCRETE 86:01 03300-5 0 3. 6 J01N`1'S A. Construction joints: 1. Do not use horizontal construction joints except as may be shown on the Drawings. 2. If additional construction joints are found to be re- quired, secure the Architect's approval of joint design ,and locaLi_on prior to start of concrete placement. 13. Expansion joilits: 1. Do not permit reinforcement or other embedded metal _ items that are being bonded with concrete (except dowels .in floors bonded on only one side of the joints) to ex- tend continuously through any expansion joint.. 2. Fill expansion joints full depth with expansion joint material approved by the Architect. 3. 7 CONCRETE FINIS11TNG A. Except as may be shown otherwise on the Drawings., }provide the following finishes at the indicated locations. l.. Scratch finish: a. Apply to monolithic slab surfaces that are to re- ceive concrete floor topping or mortar setting bed. 2. Float finish: a. Apply to monoiit'hic slab surfaces that are Lo re- ceive trowel finish and other finishes specified hereinafter, and to slab surfaces which are to be covered with insulation, 3. Trowel finish: ,a. Apply to monolithic slab surfaces that arc to be exposed to view, unless otherwise shown, and to slab surfaces that are to be covered with resili- ent flooring, carpeting, paint, or other thin-film finish coating system. 4. 'Non -slip broom finish: a. Apply to walks, stairs, drives, ramps, cInd similar pedestrian and vehicular areas. 3. 8 REMEDIAL WORK A. Repair or replace deficient work as directed by the Archi- tect and at no additional cost to the Owner. END OF SECTION • 86.07- CAST -IN-PLACE CONCRETE 03300-6 • SECTION 03375 CONCRETE SEALING PART 1. -- GENERAL 1.1 DESCRIPTION A. Work included: Seal concrete surfaces where indicated on the Drawings, as specified herein, and as needed for a complete and proper installation. B. Related work: 1. Documents affecting work of this Section include, but are not necessarily limited to, General Conditions, Supplementary Conditions, and Sections in Division 1 of these Specifications. 2. Section 03300: Cast -in-place concrete. 1.2 QUALITY ASSURANCE A. _Use adequate numbers of skilled workmen who are th.)rouyhly trained and experienced'in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of the work of this Section. 1.3 SUBMITTALS A. Comply with pertinent provisions of Section 01340. 1.4 PRODUCT HANDLING A. Comply with pertinent provisions of Section 01640. PART 2 - PRODUCTS 2.1 SEALER A. Where concrete suer is called for on the Drawings or Schedules, provide '"A -EI CLEAR CURE" manufactured by Anti Hydro Company, 265-277 Badger Avenue, Newark, N.J. 07108. 86:07 CONCRETE SEALING 03375-1 PART 3 - EXECUTION 3.1 SURFACE CONDITIONS A. Examine the areas and conditions under which work of this - Section will be performed. Correct -conditions deti,imental to timely and proper completion of the Work. Do not pro- ceed until unsatisfactory conditions are corrected. 3.2 APPLICATION A. Preparation and Application: 1. All surfaces to be sealed will properly be prepared and receive treatment in accordance with manufacturer's specifications and instructions. 2. When applying near windows, mask the glass. 3. Avoid contact with plant life, glass,'aluminum, and other finished surfaces. Where contact occurs, immed- iately wipe with a,damp cloth or flush with water --4. Avoid contact with asphaltic concrete. END OF SECTION CONCRETE SEALING 86:07 03375-2 0 E • SECTION 04220 CONCRETE UNIT MASONRY PART 1 - GENERAL 1.1 DESCRIPTION A. Work included: Provide concrete unit masonry and water repellant coating where shown on the Drawings, as speci- fied herein, and as needed for a complete and proper installation. B. Related work: 1. Documents affecting work of this Section include, but are not necessarily limited to, General Conditions, Supplementary Conditions, and Sections in Division 1 of these Specifications. 1.2 QUALITY ASSURANCE A. Use adequate numbers of sxilled workmen who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with,the specified requirements and the methods needed for proper performance of the work of this Section. 1.3 SUBMITTALS A. Comply with pertinent provisions of Section 01340. B. Product data: Within 35 calendar days after the Contractor has received the Owner's Notice to Proceed, submit: 1. Materials list of items proposed to be provided under this Section; 2. Manufacturer's specifications and other data needed to prove compliance with the specified requirements. 86:07 CONCRETE UNIT MASONRY 04220-1 1.5 PRODUCT HANDLING Comply with pertinent provisions of Section 01640. Store masonry units above ground on level platforms which allow air circulation under the stacked units. C. Cover and protect against wetting prior to use. WARRANTY A. Upon completion of the work of this Section, and as a con- dition of its acceptance, deliver to the Architect- two copies of a written warranty signed by the Contractor, the water repellent coating application subcontractor, and the water repellent manufacturer, under which: 1. The three parties mutually agree to maintain the water repellent coated surface free from the penetration of wager for a period of two years following Date of Sub- stantial Completion; and The water repellent coatinq manufacturer agrees to pro- vide water repellent coating materials as required for that purpose for a period of five years following Date of Substantial Completion; and 3. These warranty services will be provided at no addi- tional cost to the Owner. PART 2 - PRODUCTS 2.1 CONCRETE MASONRY UNITS A. Provide lightweight hollow load-bearing concrete masonry units complying with ASTM C90, grade N, type I, in color "natural gray." B. Dimensions: 1. Provide units of the dimensions shown on the Drawings. 2. Where dimensions are not shown on the Drawings, pro- vide units having nominal face dimensions of 16" long by 8" high by the depth shown or otherwise required. C. 2.2 A. 86: 07 Provide accessory shapes as indicated or otherwise re- quired. REINFORCEMENT AND ACCESSORIES Comply with the following as minimums. 1. Bars: ASTM A615, grade 40, unless otherwise shown on CONCRETE UNIT MASONRY 04220-2 9 • • the Drawings, using deformed bars for number 3 and larger. 2. Bending: ACI 318. 3. Wire reinforcement: ASTM A82. B. Fabricate reinforcement in accordance with recommendations contained in CRSI "Manual of Standard Practices." 2.3 MORTAR A. Ingredients: 1. Portland cement: Comply with ASTM C150, type I. 2. Lime: a. Provide hydrated lime complying with ASTM C207, or quicklime complying with ASTM C5. b. When quicklime is used, slake and then screen through a 16 mesh sieve. After slaking and screening, but before using, store and protect for not less than ten days. 3. Aggregate: Provide clean, sharp, well graded aggregate free from injurious amounts of dust, lumps, shale, al- kali, surface coatings, and organic matter, and comply- ing with ASTM C144. 4. Admixtures: Do not use admixtures unless specifically approved in advance by.the Architect. 5. Water: Provide water free from deleterious amounts of acids, alkalis, and organic materials. B. Mixing: 1. Provide mortar type "M" or type "S", as designated on the Drawings or otherwise directed by the Architect, and in accordance with ASTM C270. 2. Proportions: a. For type "M" mortar, provide one part portland ce- ment to 1/4 part hydrated lime and 3-3/4 parts sand by volume. b. For type "S" mortar, provide one part portland ce- ment to 1/2 part hydrated lime and 4-1/2 parts sand by volume. 3. Mechanically mix in a batch mixer for not less than three minutes, using only sufficient water to produce a mortar which is spreadable and of a workable consistency. 4. Retemper mortar with water as required to maintain high plasticity. a. On mortar boards,, retemper only by adding water within a basin formed with mortar, and by working the mortar into the water. • b. Discard and do not use mortar which is unused after 1-1/2 hours following initial mixing. 2.4 GROUT A. Ingredients: 1. Portland cement: Comply with ASTM C150, type I. 86:07 CONCRETE UNIT MASONRY 04220-3 2. Aggregate: Provide clean, sharp, well graded agqregate free from injurious amounts of dust, lumps, shale, al- kali, surface coatings, and organic matter. 3. Admixtures: Do not use admixtures unless specifically approved in advance by the Architect. 4. Water: Provide water free from injurious amounts of acids, alkalis, and organic materials. B. Mixing: 1. Provide "fine grout" or "coarse grout" as designated on the Drawings or otherwise directed by the Architect, and in accordance with ASTM C476. 2. When the minimum grout compressive strength is required to be more than 2000 psi, provide laboratory design mix prepared as required for design mixes of concrete under Section 03300 of these Specifications. 3. Proportions: a. For "fine grout," provide one part portland cement to 2-1/4 parts minimum to 3 parts maximum of damp loose sand, with sufficient water to achieve fluid consistency. b. For "coarse grout," provide one part portland cement to 3 parts maximum of damp loose sand to two parts coarse aggregate, with sufficient water to achieve fluid consistency. 4. "Fluid consistency" it interpreted as meaning as fluid as possible for pouring intimately in place without segregation." C. Use "fine grout" where called for on the Drawings, where the grout space is less than 3" in its least dimension, and where otherwise directed by the Architect or required by governmental agencies having jurisdiction. 2.5 WATER REPELLENT COATING A. At all exterior wall surfaces, provide "THOROCLEAR 777" water repellent coating manufactured by Thoro System Products, Bristol, Pennsylvania, or equal clear water repellent coating approved in advance by the Architect. PART 3 - EXECUTION 3.1 SURFACE CONDITIONS A. Examine the areas and conditions under which work of this • Section will be performed. Correct conditions detrimental to timely and proper completion of the Work. Do not pro- ceed until unsatisfactory conditions are corrected. 86:07 CONCRETE UNIT MASONRY 04220-4 • 3.2 A. ENVIRONMENTAL CONDITIONS Do not place masonry units when air temperature is below 40 degrees F. B. Protect masonry construction from direct exposure to wind and sun when erected in ambient air temperature of 99 de- grees F in the shade, with relative humidity less than 50%. 3.3 INSTALLATION A. General 1. Do not commence installation of the work of this Sec- tion until horizontal and vertical alignment of founda- tion is within 1" of plumb and the lines shown on the Drawings. 2. Lay only dry masonry units. 3. Use masonry saws to cut and fit masonry units. 4. Set units plumb, true to line, and with level courses accurately spaced. 5. Clean the top surface of foundation free from dirt, de- bris, and laitance, and expose the aggregate prior to start of installing_ first course. 6. Accurately fit the units to plumbing, ducts, openings, and other interfaces, neatly patching all holes. 7. Keep the walls continually clean, preventing grout and mortar stains. If grout does run over, clean immediately. B. Unless otherwise shown on the Drawings, provide running bond with vertical joints located at center of masonry units in the alternate course below. C. Do not use chipped or broken units. If such units are dis- covered in the finished wall, the Architect may require their immediate removal and replacement with new units at no additional cost to the Owner. D. Laying up: 1. Place units in mortar with full shoved bed and head joints. 2. Align vertical cells of hollow units to maintain a clear and unobstructed system of flues. 3. Hold racking to an absolute minimum. 4. Provide cleanouts at the bottom of each cell of hollow units for removing mortar droppings. Do not close the cleanouts until they have been inspected and approved by the Architect. • E. Reinforcement: 1. Provide reinforcement as shown on the Drawings, fully embedded in grout and not in mortar or mortar joints. 2. Provide required metal accessories to ensure adequate alignment of steel during grout filling operations. 66:07 CONCRETE UNIT MASONRY 04220-5 F. Tooling: 1. Tool joints to a dense, smooth surface. 2. Unless otherwise shown on the Drawings, provide joints of "concave" pattern throughout. 3.4 GROUTING A. Perform grouting in strict accordance with the provisions of the governing building code. 1. Solidly fill vertical cells containing reinforcement. 2. Consolidate grout at time of pour by puddling with a mechanical vibrator, filling all cells of the masonry, and then reconsolidating later by puddling before the plasticity is lost. 3.5 CLEANING A. Inspection and adjustment: 1. Upon completion of the work of this Section, make a thorough inspection of installed masonry and verify that units have been installed in accordance with the provisions of this Section. 2. Make necessary adjustments. B. Clean surfaces of masonry as required for proper applica- tion of the specified finishes. 3.6 WATER REPELLENT COATING A. Apply sufficient coats of the approved material to achieve a consistent and uniform appearance, free from runs and sags, and with a uniformly resistive surface which will prevent penetration of water through the walls for the re- quired period of warranty. B. Twenty days after completion of this portion of the Work, and as a condition of its acceptance, demonstrate by run- ning water test that the work of this Section will success- fully repel water. 1. Notify the Architect at least 72 hours in advance, and conduct the test in the Architect's presence. 2. By means of an outrigger or similar acceptable equip- ment, place the nozzle of a 3/4" garden hose at a point approximately 10'-0" away from the wall where approved by the Architect, aiming the nozzle so that water will strike the wall at a downward angle. 3. Run the water onto the wall at full available force for not less than two hours. 4. Upon completion of the test period, inspect the inter- ior surfaces of the wall for evidence of moisture pen- etration. CONCRETE UNIT MASONRY 86:07 04220-6 • • C. If evidence of moisture penetration is discovered, apply an additional coat of the approved water repellent to the ex- terior surface in areas directed by the Architect, repeat- ing the application and testing at no additional cost to the Owner until no evidence of moisture penetration is found. END OF SECTION 86.07 CONCRETE UNIT MASONRY 04220-7 • SECTION 05500 METAL FABRICATIONS PART 1 - GENERAL 1.1 DESCRIPTION A. Work included: Provide miscellaneous metal work shown on the Drawings, as specified herein, and as needed for a complete and proper installation. B. Related work: 1. Documents affecting work of this Section include, but are not necessarily limited to, General Conditions, Supplementary Conditions, and Sections in Division 1 of these Specifications. 1.2 QUALITY ASSURANCE A. Use adequate numbers of skilled workmen who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with'the specified requirements and the methods needed for prosper performance of the work of this Section. B. Perform shop and/or field welding required in connection with the work of this Section in strict accordance with pertinent recommendations of the American Welding Society. 1.3 SUBMITTALS A. Comply with pertinent provisions of Section 01340. B. Product data: Within 35 calendar days after the Contractor has received the Owner's Notice to Proceed, submit: 1. Materials list of :items proposed to be provided under this Section; 2. Manufacturer's specifications and other data needed to prove compliance with the specified requirements; 3. Shop Drawings in sufficient detail to show fabrication, installation, anchorage, and interface of the work of this Section with the work of adjacent trades; 4. Manufacturer's recommended installation procedures • which, when approved by the Architect, will become the basis for accepting or rejecting actual installation procedures used on the Work. 86.07 METAL FABRICATIONS 05500-1 1.4 PRODUCT HANDLING A. Comply with pertinent provisions of Section 01640. PART 2 - PRODUCTS 2.1 MATERIALS A. In fabricating items which will be exposed to view, limit materials to those which are free from surface blemishes, pitting, rolled trade names, and roughness. B. Comply with following standards, as pertinent. 1. Steel plates, shapes, and bars: ASTM A36; 2. Steel plates to be bent or cold -formed: ASTM A283, grade C; 3. Steel tubing (hot -formed, welded, or seamless): ASTM A501; 4. Steel bars and bar -size shapes: ASTM A306, grade 65, or ASTM A36; 5. Cold -finished steel bars: ASTM A108; 6. Cold -rolled carbon steel sheets: ASTM A336; 7. Galvanized carbon steel sheets: ASTM A526, with G90 zinc coating in accordance with ASTM A525; 8. _,Stainless steel sheots: AISI type 302 or 304, 24 gage, .with number 4 finish; 9. Gray iron castings: ASTM A48, class 10; 10. Malleable iron castings: ASTM A47; 11. Steel pipe: ASTM A53, grade A, schedule 40, black finish unless otherwise noted; 12. Concrete inserts: a. Threaded or wedge type galvanized ferrous castings of malleable iron complying with ASTM A27; b. Provide required bolts, shims, and washers, hot- dip galvanized in accordance with ASTM A153. 2.2 FASTENERS A. General: 1. For exterior use and where built into exterior walls, provide zinc -coated fasteners. 2. Provide fasteners of type, grade, and class required for the particular use. B. Comply with following standards as pertinent. 1. Bolts and nuts: Provide hexagon -head regular type complying with ASTM A307, grade A; • 2. Lag bolts: Provide square -head type complying with Fed Spec FF -B-561; 3. Machine screws: Provide cadmium plated steel type complying with Fed Spec FF -S-111; 86:07 METAL FABRICATIONS 05500-2 • • 4. Washers: a. Plain washers: Comply with Fed Spec FF -W-92, round, carbon steel; b. Lock washers: Comply with Fed Spec FF -W-84, heli- cal spring type carbon steel; 5. Toggle bolts: Provide type, class, and style needed but complying with red Spec FF -B-588; 6. Anchorage devices: Provide expansion shield complying with Fed Spec FF -S-325. 2.3 OTHER MATERIALS A. Provide other materials,, not specifically described but re- quired for a complete and proper installation, as selected by the Contractor subject to the approval of the Architect. 2.4 SHOT' PAINT A. Primer: Use "10-99 Tnemec Primer" or "Rustoleum Number 5769 P.rimer." B. For repair of galvanizing, use a high zinc -dust content paint complying with MIL -P-21035. 2.5 FABRICATION A. Except as otherwise shown on the Drawings or the approved Shop Drawings, use materials of size, thickness, and type- required yperequired to produce reasonable strength and durability in the work of this Section. B. Fabricate with accurate angles and surfaces which are true to the required lines and levels, grinding exposed welds smooth and flush, forming exposed connections with hair- line joints, and using concealed fasteners wherever pos- sible. C. Prior to shop painting or priming, properly clean m=tat surfaces as required for the applied finish and for the proposed use of the item. D. On surfaces inaccessible after assembly or erection, apply two coats of the specified primer. Change color of second coat to distinguish it from the first. METAL FABRICATIONS 86:�i 05500-3 E 2,6 MISCELLANEOUS METAL FABRICATIONS A. Rouqh Hardware: 1. Provide bent or custom fabricated halt;, plates, anchors, hangers, dowels, and other miscellaneous steel and iron shapes as required for framing and supporting woodwork, and for anchoring or securing woodworkwork to concrete unit masonry. 2. Manufacture or fabricate items of situs, shapes and d imens ionf,; required. 3. Provide malleable iron washers for he,,&, and nuts which bear on wood structural connections; elsewhere furnish steel washers. B. Loose bearing and leveling plates 1. Provide loose bearing and leveling plates for steel items bearing on concrete construction, made flat, free from warps or twists, and of required thick- ness and bearing area. 2. Drill plates to receive anchor bolts and for grouting as required. 3. Galvanize after fabrication. C. Miscellaneous Framing and Supports: 1. Provide miscellaneous steel framing and supports which are not part of structural steel framework, — as required to complete work. 2. Fabricate misculi,mec,us unit•, to si« s, •.hajj(�s and prul i les shown; or, if not LIIl)w1i, ul r( --+j rc�(l di- utensiuns to receive adjacent utlwr work tit be re- tained by framing. J. Fabricate the miscellaneous uo its f rcon, structural steel shapes, folates and ::teal bars of w,_l(tud con- struction with mitered joints for field connection unless otherwi!;e shown. 4. Cut, drill ,and tap units to receive htarciware. 5. Equip units with integrally weldt-d anchors for casting into concrete or buildin() into masonry, and furnish inserts if units must be in:;talled af- ter concrete is l,J.iced. G . I xcetjt a:; othorw i s;e shown, sp.aco an._ hors GO cut (24") on centers, and provide miuimun► .ri1chur units ut. 3.2 cm x 0.6 cir► x 2U cm (1;" x 1." xli") J(.(-.! straps. 7. GaIva l►iZu 'it isceI Ianeous 1 ramex and support where indicated. • METAL FABRICATIONS 86:07 05500-4 U-] PART 3 - EXECUTION 3.1 SURFACE CONDITIONS A. Examine the arras and conditions under which work of this ::action will be per.furmed. Correct cund i L ionrs d,L r imontal to timely and proper completion of the Work. Do not pro- ceed until unsatisfactory conditions are corrected. 3.2 COORDINATION , A, Coordinate as required with other trades to assure proper and adequate provision in the work of those trades for in- terface with the work of this Section. 3.3 INSTALLATION A. Ceneral: 1. Set work accurately into position, plumb, level, true, and free from rack. 2. Anchor firmly into position. 3. Where field welding is required, comely with AWS recommended procedures of manual -shielded metal -arc welding for appearance and duality of weld and for methods to be used in correcting welding work. 4. Grind exposed weld: smooth, and touchup shop prime - coats. It 5. Do not cut, weld, or abrade surfaces which have been hot -dip galvanized after fabrication and which are in- tended for bolted or screwed field connections. B. Immediately after erection, clean the field welds, bolted connections, and abraded areas of shop priming. Paint the exposed areas with same material used for shop priming. • END OF S1CTION - METAL FABRICATIONS 36:07 05500-5 i SECTION 06010 LUMBER PART 1 - GENERAL 1.1 DESCRIPTION A. Work included: ProvidQ wood, nails, bolts, screws, framing anchors and other rough hardware, and other items required for rough and finish carpentry as shown on the Drawings, specified herein►, and needed for a complete and proper in- ..Lallation. B. Related work: 1. Documents affecting work of this Suction include, but are not necessarily limited to, General Conditions, Supplementary Conditiuns, and Sections in Division 1 of these Specification. 1.2 QUALITY ASSURANCE A. Use adequate numbers of skilled workmen who aro thoroughly trained and experienced in the necessary crafts and who arc completely familiar with the specified requiremun'Ls and the methods needed for proper performance of Lhc work of Lhli', Section. B. Codes and standards: 1. In addition to complying with pertinent codas ;incl ru-,iu- lations of governmental agencies having jurisdicLioil, unless otherwise specifically directed or 1_)erm_L t t (-(I by the Architect comply with: a. "Product (ase Manual" of the Western Wood ,products Association for selection and use of products .in- cluded in that manual; b. "Plywood Specification and Crade Guide" of the American Plywood Association; C. "Standard Specifications for Grades of Cali.forni.a Redwood Lumber" of the Redwood Inspection Bureau for Redwood, when used. 1.3 PRODUCT HANDLING • A. Comply with pertinent provisions of Section 01640. B. Protection: 1. Deliver the materials to the job site and store, in a 86:07 LUMBER 06010-1 0 safe area, out of tIw way of traffic, arid shored up of the ground surface. 2. Identify framin(_I lumber as to grades, and store each grade separately from other grades. 3. Protect metals with adequate waterproof out.i2i- wrapping 4. Use extreme care in off loading of lumber to prevent damage, splitting, and breakiny of materials. PART 2 PRODUCTS 2.1 GRADE STAMPS A. Identify gaming lumber by the grade stamp of. th West Coast Lumber inspection Bureau, or such other grade stamp as is approved in advance by the Architect. B. Identify plywood as to species, grade, and glue type by the stamp of the American Plywood Association. C. identify other materials of. this Section by the c►ppropriatu stamp of the agency approved in advance by the Architect. 2.2 MAT1:t2 i ALS A. Provide materials in the quantities neck.10(1 fo;- HIC Wo► t: shown on the Drawings, and meeting or exceedinq the follow- ing standards of duality: 1. horizontal framing members: Douglas Fir, Table 1, Construction grade. 2. Vertical framing members: Douglas Fir , Table 1,:Standard_grade. 3. Plywood: a. Sheathing: Structural II,CDX , exterior.; or stan- dard sheathing with exte b. Siding: Class - Special gion 1 er.ie�s H3, Grade-303NR Channel groove at 8" o.c. fir, at gable ends as show on Drawing 3. 4. Vertical Siding: 1" x 8" nominal rough sawn pine or fir tongue and groove, installed over 5/4" CCA treated lath at 24" O.C. U ► 86:071 LUMBER 06010-2 5. Closet shelving: • a. Shelves 11-1,12" wjcle or le ; ,: DuutllaS Ft r-liemlock, B and Better grade; or Pint:, Is a1rd Better grade. b. Shelves wider than 11-1/211: 3/4" th.icic, A -D, group 1, interior plywood with 3/8" x 3/4" Douglas Fir or Pine bands on visible edges. 6. Clothes rods: Douglas VIr, 1-3/8" diameter, with nylon sockets each end and Stanley 7045 sLuel bracket at cen- ter of all rods 48" long or longer. 7. Building paper: 15# Asphalt Impregnated Felt. 8. Woad pr(.s(,rvat ivu: Antm�n i:ac,11 or 5. SOIUI. ion ul I)VnLaCh lorophunul . 9. (tough hardware: LA . Stet i Lunis: (1) Comply with ASTM 117 or ASTPI A36. (2) Usc yalvani zut.l at exterior loc:at ions. b. Machine bolts: Coauply with ASTM A107. C. Lag bol Ls : G,111ply w i Lh Pud Spce I•'1' -B- J61 . d. Nails: (1) Use eoulim<•n ("W4•i)t it:,. uthorwi:;L• nutecl; (2) Comply wiLl1 1••t.-tl Spt•t- pi—r4-1; (3) Use galvanized :at. ext-oFi(.r lueatie,n:;. C. Joist I►,rnclers: SIIItI "AJ II, Tk2t-t), ur etlu,II-i,vetl by l he Arch i i t •; t. 10. All materials necettsa1-y to pioperiy trim a(aund all windows and Tours' ds required ` 2.3 UTIIER MATERIALS A. Provide other materials, not specifically dusc-ibud bUt re- quired for a eutul.lc:rt_ tnd proper installation, ;a:, uuluet(.!cl by the Contractor subioct to the approval of the ArchiLect. PART 3 - EXEC'UTION 3.1 DI:LIVIIZIES A. Stockpile materials -sufficiently in advance of 110L.d to as- sure their availability in a timely manner for Lhis Work. B. Make as many trips to the job site as are needed to deliver materials of this Section in a timely manner to ensure or- derly progress of the Work. 3.2 COMPLIANCE • A. Do not permit materials not complying with the provisions of this Suction to be brouglit onto or to be stoit_-d at Lire job site. B. Promptly remove non -complying materials from the job site and replace with materials meting the recluirements of this Section. END OF SECTION LUMBER R(;.07 06010-3 SECTION 06100 ROUGH CARPENTRY PART 1 - GENERAL 1.1 DESCRIPTION A. Work included: Install wood framing as indicated on the Drawings, specified herein, and needed for a complete and proper installation. B. Related work: 1. Documents affecting work of this Section include, but are not necessarily limited to, General Conditions, Supplementary Conditions, and Sections in Division 1 of these Specifications. 2. Section 06010: Lumber. 1.2 QUALITY ASSURANCE A. Use adequate numbers of'skilled workmen who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of the work of this Section. 1.3 PRODUCT HANDLING A. Comply with pertinent provisions of Section 01640. PART 2 - PRODUCTS (No products are required in this Section) PART 3 - EXECUTION 3.1 SURFACE CONDITIONS A. Examine the areas and conditions under which work of this Section will be performed. Correct conditions detrimental • to timely and proper completion of the Work. Do not pro- ceed until unsatisfactory conditions are corrected. ROUGH CARPENTRY 86:07 06100-1 3.2 WORKMANSHIP A. Produce joints which are tight, true, and well nailed, with members assembled in accordance with the Drawings .and with pertinent codes and regulations. B. Selection of lumber pieces: 1. Carefully select the members. 2. Select individual pieces so that knots and obvious de- fects will not interfere with placing bolts ur proper nailing, and will allow making of proper connections. 3. Cut out and discard defects whichrender a piece unable to serve its intended function. 4. Lumber may be rejected by the Architect, whether or not it has been installed, for excessive warp, twist, bow, crook, mildew, fungus, or mold, as well as for improper cutting and fitting. C. Do not shim any framing component. 3.3 GENERAL FRAMING A. General: 1. In addition to framing operations normal to the fabri- cation and erection,indicated on the Drawings, install ---wood blocking and backing required for the wor'c of other.trades. 2. Set horizontal and sloped members with crown up. 3. Do not notch, cut, or bore members for pipes, ducts, or conduits, or for other reasons except as shown on the Drawings or as specifically approved in advance by the Architect. B. Bearings: 1. Make bearings full unless otherwise indicated on the Drawings., 2. Finish bearing surfaces on which structural members are to rest so as to give sure and even support. 3. Where framing members slope, cut or notch the ends as required to give uniform bearing surface. 3.4 BLOCKING AND BRIDGING A. Install blocking as required to support items of finish and to cut off concealed draft openings, both vertical and hor- izontal, between ceiling and floor areas. B. Bridging: 1• Install solid blocking between joists where the span exceeds 8'-0". 86=07 ROUGH CARPENTRY 06100-2 0 • • 2. Provide maximum distance of 8"-U" between a line of bridging and a bearing. 3. Install solid blocking between joists at points of sup- port and wherever sheathing is discontinuous. Blocking may be omitted where joists are supported on metal hangers. 3.5 ALIGNMENT A. On framing members to receive a finished surface, align the finish subsurface to vary not more than 1/8" from the plane of surfaces of adjacent furring and framing members. 3.6 INSTALLATION OF PLYWOOD SHEATHING A. Placement: 1. Place plywood with face grain perpendicular to supports and continuously over at least two supports, except where otherwise shown on the Drawings. 2. Center joints accurately over supports, unlos_- other- wise shown on the Drawings. B. Protect plywood Erom moi•a;ture by use of waterproof cover- ings until. the plywood in turn has been covered with the next succeeding componernt or finish. 3.7 FASTENING A. Nailing: 1. Use only common wire nails or spikes of the dimension shown on the Nailing Schedule, except where otherwise specifically noted on the Drawings. 2. For conditions not covered in the Nailing Schedule provide penetration into the piece receiving the point of not less than 1/2 the length of the nail or spike, provided, however„ that 16d nails may be used to con- nect two pieces of 2" (nominal) thickness. 3. Nail without splitting wood. 4. Prebore as required. 5. Remove split members and replace with members complying with the specified requirements. B. Bolting: 1. Drill holes 1/16" larger in diameter than the bolts • being used. 2. Drill straight and true from one side only. 3. Do not bear bolts threads on wood, but use washers un- der head and nut where both bear on wood, and use wash- ers under all nuts. 86:07 ROUG11 CARPENTRY U61U0-3 0 C. Screws: 1. For lag screws and wood screws, prebore holes same di- ameter as rout of threads, enlarging holes to shank diameter for length of shank. 2. Screw, do not drive, lag screws and wood screws. 3.8 NAILING SCHEDULE t - A. Unless otherwise directed by the Architect, comply with requirements of the,New York State Building Construction Code, Latest Edition. END OF SECTION 86:07 ROUG11 CARPENTRY 06100-4 n U SECTION 06200 FINISH CARPENTRY PART 1 - GENERAL 1.1 DESCRIPTION A. Work included: Install wood trim and other items not specifically described. as being installed under other Sec- tions of these Specifications. B. Related work: 1. Documents affecting work of this Section include, but are not necessarily limited to, General Conditions, Supplementary Conditions, and Sections in Division 1 of these Specifications. 2. Section 06010: Lumber. 3. Section 06100: Rough carpentry. 1.2 QUALITY ASSURANCE A. Use adequate numbers of'skilled workmen who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of the work of this Section. 1.3 PRODUCT HANDLING A. Comply with pertinent provisions of Section 01640. PART 2 - PRODUCTS (No products are required in this Section) PART 3 - EXECUTION 3.1 SURFACE CONDITIONS A. Examine the areas and conditions under which work of this Section will be performed. Correct conditions detrimental to timely and proper completion of the Work. Do not pro- ceed until unsatisfactory conditions are corrected. 86:07 FINISH CARPENTRY 06200-1 • 3.2 WORKMANSHIP A. Produce joints which are true, tight, and well nailed with all members assembled in accordance with the Drawings. B. Jointing: 1. Make joints to conceal shrinkage; miter exterior joints; cope interior joints; miter or scarf end-to-end joints. 2. ,Install trim in pieces as long as possible, jointing only where solid support is obtained. C. Fastening: 1. Install items straight, true, level, plumb, arid firmly anchored in place. 2. Where blocking or backing is required, coordinate as necessary with other trades to ensure placement of re- quired backing and blocking in a timely manner-. 3. Nail trim with finish nails of proper dimension to hold the member firmly in place without splitting the wood. 4. Nail exterior trim with galvanized nails, making joints to exclude water and setting in waterproof_ glue or the sealant described in Section 07920 of these SI?ecifica- tions. 5. On exposed work, set nails for putty. 6. Screw, do not drive, wood screws; except that screws may be started by driving and then screwed home. 3.3 INSTALLATION OF OTHER ITEMS A. Install items in strict accordance with the Drawings, and the recommended methods of the manufacturer as approved by • the Architect, anchoring firmly into position at the pre- scribed location, straight, plumb, and level. 3.4 FINISHING A. Sandpaper finished wood surfaces thoroughly as required to produce a uniformly smooth surface, always sanding in the direction of the grain; except do not sand wood which is designed to be left rough. B. No coarse grained sandpaper mark, hammer mark, or other im- perfection will be accepted. 3.5 CLEANING UP A. Keep the premises in a neat, safe, and orderly condition at all times during execution of this portion of the Work, free from accumulation of sawdust, cut -ends, and debris. • 86:07 FINISH CARPENTRY 06200-2 • 0 B. Sweeping: 1. At the end of each workinq day, and more often if nec- essary, thoroughly sweep surfaces where refuse from this portion of the Work has settled. 2. Remove the refuse to the area of the job site set aside for its storage. 3. Upon completion of this portion of the Work, thoroughly broom clean all surfaces. END OF SECTION FINISH CARPENTRY b6:07 06200-3 SECTION 07175 WATER REPELLENT COATINGS PART 1 - GENERAL 1.1 DESCRIPTION A. Work included: Provide water repellent coatings where in- dicated on the Drawings, as specified herein, and as needed for a complete and proper installation. B. Related work: 1. Documents affecting work of this Section include, but are not necessarily limited to, General Conditions, Supplementary Conditions, and Sections in Division 1 of these Specifications. 1.2 QUALITY ASSURANCE A. Use adequate numbers of ;skilled workmen who are thoroughly trained and experienced ,in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of the work of this Section. B. Manufacturer's certification: Make required arrangements and pay the costs for a visit to the job site by an author- ized representative of the manufacturer of the approved water repellent coating, who shall inspect and certify that: 1. The surfaces to which the water repellent coating was to be applied were in proper condition to receive that application; 2. The installers were properly trained in the manufac- turer's recommended :installation procedures and were prepared to use the application equipment recommended by the manufacturer; and 3. The materials delivered to the job were those approved by the Architect for the work of this Section. 1.3 SUBMITTALS A. Comply with pertinent provisions of Section 01340. B. Product data: Within 45 calendar days after the Contractor • has received the Owner's Notice to Proceed, submit: 1. Materials list of items proposed to be provided under this Section; 2. Manufacturer's specifications and other data needed to prove compliance with the specified requirements; WATER REPELLENT COATINGS 86:07 07175-1 E 3. Manufacturer's recommendt.�,_i 1.lation procedures which, when approved by the Architect, will become the basis for accepting or rejecting actual installation procedures used on the Work. C. Upon completion of the work of this Section, and as a condi- tion of its acceptance, deliver to the Architect two copies of the manufacturer's certificate required under Paragraph 1.2-B above. 1.4 PRODUCT HANDLING A. Comply with pertinent provisions of Section 01640. 1.5 WARRANTY A. Upon completion of the work of this Section, and as a condi- tion of its acceptance, deliver to the Architect two copies of a written warranty signed by the Contractor, the water repellent coating application subcontractor, and the water repellent coating manufacturer, under which: 1. The three parties mutually agree to maintain the water repellent coated surface free from the penetration of water for a period of two years following Date of Sub- stantial Completion; and 2. _The water repellent Boating manufacturer agrees to pro- vide water repellent coating materials as required for that purpose for a period of five years following Date • of Substantial Completion; and 3. These warranty services will be provided at no addi- tional cost to the Owner. PART 2 - PRODUCTS 2.1 MATERIALS A. Where indicated on the Drawings, provide "Thoroclear 777" water repellant coating manufactured by Thoro Systems Products , Bristol, Pennsylvania, or equal clear water repellant coating approved in advance.by the Architect. PART 3 - EXECUTION 3.1 SURFACE CONDITIONS A. Examine the areas and conditions under which work of this • Section will be performed. Correct conditions detrimental to timely and proper completion of the Work. Do not pro- ceed until unsatisfactory conditions are corrected. WATER REPELLENT COATINGS 86:07 07175-2 • P 3.2 INSTALLATION A. Apply sufficient coats of the approved material to aphieve a consistent and uniform appearance, free from runs and sags, and with a uniformly resistive surface which will prevent penetration of water through the walls for the re- quired period of warranty. 3.3 TESTING AND INSPECTING A. Twenty days after completion of this portion of the Work, and as a condition of its acceptance, demonstrate by run- ning water test that the work of this Section will success- fully repel water. 1. Notify the Architect at least 72 hours in advance, and conduct the test in the Architect's presence. 2. By means of an outrigger, or similar acceptable equip- ment, place the nozzle of a 3/4" garden hose at a point approximately 10'-0"' away from the wall where approved by the Architect, aiming the nozzle in such a manner that water will strike the wall at a slight downward angle. 3. Run the water onto the wall at full available force for not less than two hours. 4. Upon completion of the two hour period, inspect the in- terior surfaces of t:he,wall for evidence of moisture penetration. B.' If evidence of moisture penetration is discovered, apply an additional coat of the approved water repellent to the ex- terior surface in areas directed by the Architect, repeat- ing the application and the testing (at no additional cost to the Owner) until no evidence of moisture penetration is found. END OF' SECTION WATER REPELLENT COATINGS 86:07 07175-3 • SECTION 07210 BUILDING INSULATION PART 1 - GENERAL 1.1 DESCRIPTION A. Work included: Provide building insulation where shown on - the Drawings, as specified herein, and as needed for a complete and proper installation. B. Related work: 1. Documents affecting work of this Section include, but are not necessarily limited to, General Conditions, Supplementary Conditions, and Sections in Division 1 of these Specifications. 1.2 QUALITY ASSURANCE A. Use adequate numbers of skilled workmen who are thoroughly trained and experienced in the necessary crafts and who are completely familiar wito,the specified requirements and the methods needed for proper performance of the work of this Section. B. Upon completion of this portion of the Work, complete and post a certificate of insulation compliance in accordance with pertinent requirements of governmental agencies hav- ing jurisdiction. 1.3 PRODUCT HANDLING A. Comply with pertinent. provisions of Section 01640. PART 2 - PRODUCTS 2.1 MATERIALS A. Provide the following building insulation where shown on the Drawings or otherwise needed to achieve the degree of insulation required under pertinent regulations of govern- mental agencies having jurisdiction._ 1• Type A: 3-k" thick Kraft faced glass fiber batts • with an insulation value of R-11. 2• Type B: 6-3/4" thick Kraft faced glass fiber batts with an insulation -only value of R-22. 3. Type C: 1" thick. rigid "Rx" phenolic foam board with an insulating value of R-8.3. BUILDING INSULATION _6:07 07210-1 n LJ 4. Type D: "Korfil" block insulation as produced by Korfil, Inc. with a minimum density of 1.3 P.C.F. 2.2 OTHER MATERIALS A. Provide other materials, not specifically described but re- quired for a complete and proper installation, as selected by the Contractor subject to the approval of the Architect. PART 3 - EXECUTION 3.1 SURFACE CONDITIONS A. Examine the areas and conditions under which work of this Section will be performed. Correct conditions detrimental to timely and proper completion of the Work. Do not pro- ceed until unsatisfactory conditions are corrected. B. Remove, or protect against, projections in construction framing which may damage or prevent proper insulation. 3.2 INSTALLATION A. Install the work of this Section in strict accordance with the original design, requirements of governmental agencies having jurisdiction, and the manufacturer's reconunended installation procedures as approved by the Architect, anchoring all components firmly into position. END OF SECTION • BUILDING INSULATION 86:07 07210-2 • C� J SECTION 07311 FIBERGLASS -BASED ASPHALT SHINGLES PART 1 - GENERAL 1.1 DESCRIPTION A. Work Included: Provide all fiberglass -based asphalt shingle roofing complete, in place, as shown on the Drawings. B. Related Work: 1. Documents affecting work of this Section include, but are not necessarily limited. General Conditions, Supplementary Conditions, and Sections in Division 1 of these Specifications. 1.2 QUALITY ASSURANCE A. Use products produced by manufacturers regularly engaged in manufacture of similar items and with a history of success- ful production acceptable to the Architect. PART 2 - PRODUCTS 2.1 MATERIALS A. All Roofing as shown on the Drawings are to be Fiberglass backed asphalt Fire -Glass III as manufactured by Johns- Mansville, to match existing, and in compliance with the following standards: 1. ASTM D3018 -79a, Type 1; D 3161-81, Type 1; D 3462-76; and E 108-80a; NAVFAC TS -07310. Federal Specifications: SS -S -294a, Int. Amend. 1, Type 1; and SS -S-001534, Class A, Type 1; and UL Class A 2. Three Tabs. 3. Approximate size: 36" long k 12" wide, 5" exposure. 4. Seal -o -Matic self-sealing UL listed for wind resistance. PART 3 - EXECUTION 3.1 , INSPECTION A. Examine the areas and conditions under which work of this Section will be installed. Correct conditions detrimental to the satisfactory conditions have been corrected. FIBERGLASS -BASED ASPHALT SHINGLES 86:07 07311-1 3.2 SURFACE CONDITIONS A. Assure that surfaces to which shingles are to be applied are uniform, smooth, sound, clean, dry and free of irregu- larities. B. Verify that installation of metal flashings has been com- pleted. C. Verify that work of other trades that penetrate roof deck has been completed. D. Do not install underlayment or shingles on wet surfaces. E. Do not apply shingles when air temperature is below 40'. F. Do not start work until unsatisfactory conditions are corrected. 3.3 INSTALLATION OF FELT UNDERLAYMENT A. Fasten metal drip edge along the bottom edge (eaves) before felt is laid and to the sides (rakes) after the felt is laid. B. Lay one layer of felt horizontally over the entire roof, lapping each course over,lower course 2" minimum at hori- zontal joints, and 4" side lap at end joints. .C. Lap felt 6" from both sides over hips and ridges. D. Secure underlayment to deck with sufficient fasteners to hold in place until shingles are applied. E. For winter ice -dam protection applications: Where January average daily temperature is 25'F or less, or where there is a possibility of ice forming along the eaves and causing roof leaks from a backup of water, in addition to A-1, through 4 above, over the felt apply eaves flashing strip of heavy roll roofing to overhang drip edge and extend to a point 12" minimum inside the interior wall line of building. If horizontal lap is required, it must occur outside the wall line. For severe icing, ex- tend the flashing strip at least 24" beyond the interior wall line and cement to the underlayment felt. 3.4 INSTALLATION OF ROOFING A. General: 1. Snap chalk lines parallel to the edge (rake) of roof 5�", 11�", 17;", 2A", 2W' and 35�" in from the edge. Horizontal chalk lines should be snapped every other row 10" apart. Use these guides to keep the shingle cut-outs in alignment during application. FIBERGLASS -BASED ASPHALT SHINGLES 07311-2 36:07 L 2. First Course: Start the first course (or row) with a full :_;ningle. Align it to the 352" chalk line with the butt edge flush with the starter course edge. This will give the required 2" overhang on both rake and eaves. 3. Second Course: Cut 6' off the outside edge of next course and align it to the 292" chalk line. 4. Third Course: Cut 12" off the outside edge of the next course and align it to the 232" chalk line. 5. Succeeding Courses: Repeat this pattern on up the roof cutting six inches off each succeeding row. When the last piece is in- stalled, which is 6" wide, return to eaves and apply full shingles in each row up the .roof. Start the 7th row with a full shingle at the rake repeating _the above pattern. Caution: A cut-out must never come over a cut-out in the row immediately below. 6. Alternate offset's of 4" and 5" are also acceptable. 7. For best distribution of color blend, each row shall be run at least four shingles across the roof before proceeding to the next row. 8. Fastening Instructions: Place one fastener 1' from each end of the shingle and one 12" in from each end. Four fasteners in each shingle. All four ,fasteners must be placed on a line 5 5/8" above the 'butt edge of the shingle and just below the Seal -o -Matic stripe. B.Vent Pipe: 1. Apply shingles up to vent pipe and cut hole in next shingle to go over pipe. Set the shingle in J -M Black Plastic Cement. 2. A flashing flange of mineral surfaced roofing or metal in cut and placed over shingle and vent pipe, set in J -M Black Plastic Cement. Preformed flashing flanges are an acceptable alternative. 3. Rest of shingles are then cut around pipe and all are set in J -M Black Plastic Cement. C. Ridge: 1. Ridge shingles can be cut from shingles per 3 tab shingle. Bend each shingle equally over the ridge. If weather is cold, warm shingles until flexible to prevent cracking. 2. Adjust and clean. 3. Repplace damaged shingles. 4. Remove excess shingles not part of extra stock and debris from project .site. • END OF SECTION FIBERGLASS -BASED ASPHALT SHINGLES 86:07 07311-3 • SECTION 07600 FLASHING AND SHEET METAL. PART 1 - GENERAL 1.1 DESCRIPTION A. Work included: Provide flashing and sheet metal not specifically described in other Sections of these Speci- fications but required to prevent penetration of water through the exterior shell of the building. B. Related work: 1. Documents affecting work of this Section include, but are not necessarily limited to, General Conditions, Supplementary Conditions, and Sections in Division 1 of these Specifications. 1.2 QUALITY ASSURANCE A. Use adequate numbers of skilled workmen who are thoroughly trained and experienced in -the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of the work of this ' Section. B. In addition to complying with pertinent codes and regula- tions, comply with pertinent recommendations contained in current edition of "Architectural Sheet Metal Manual" pub- lished by the Sheet Metal and Airconditioning Contractors National Association (SMACNA). C. Standard commercial items may be used for flashing, trim, reglets, and similar purposes provided such items meet or exceed the quality standards specified. 1.3 SUBMITTALS A. Comply with pertinent provisions of Section 01340. B. Product data: Within 45 calendar days after the Contractor has received the Owner's Notice to Proceed, submit: 1. Materials list of items proposed to be provided under • this Section; 2. Manufacturer's specifications and other data needed to prove compliance with the specified requirements; 3. Shop Drawings in sufficient detail to show fabrication, installation, anchorage, and interface of the work of this Section with the work of adjacent trades; FLASHING AND SHEET METAL 86:07 07600-1 n U 4. Manufacturer's recommended installation procedures which, when approved by the Architect, will become the basis for accepting or rejecting actual installation procedures used on the Work. 1.4 PRODUCT HANDLING A. Comply with pertinent provisions of Section 01640. PART 2 - PRODUCTS 2.1 MATERIALS AND GAGES A. Where sheet metal is required, and no material or gage is indicated on the Drawings, provide the highest quality and gage commensurate with the referenced standards. 2.2 GALVANIZED IRON A. Provide sheet metal or sheet iron of a standard brand of open-hearth copper -bearing steel, copper -molybdenum iron, ,or pure iron sheets. B. Zinc coating: 1. Where galvanizing iso required, provide zinc coating by hot -dip galvanize to all surfaces. 2. Weight: a. Provide not less than 1-1/4 oz per sq ft, nor more than 1-1/2 oz per sq ft, to surfaces required to be galvanized. 3. Comply with ASTM A93. 2.3 NAILS, RIVETS,. AND FASTENERS A. Use only soft iron rivets having rust -resistive coating, galvanized nails, and cadmium plated screws and washers in connection with galvanized iron and steel. 2.4 FLUX A. Where flux is required, use raw muriatic acid. 2.5 SOLDER A. Where solder is required, comply with ASTM B32. 2.6 OTHER MATERIALS • A. Provide other materials, not specifically described but re- quired for a complete and proper installation, as selected by the Contractor subject to the approval of the Architect. FLASHING AND SHEET METAL 86:07 07600-2 E PART 3 - EXECUTION - 3.1 SURFACE CONDITIONS A. Examine the areas and conditions under which work of this Section will be performed. Correct conditions detrimental to timely and proper completion of the Work. Do not pro- ceed until unsatisfactory conditions ar.,�t corrected. 3.2 WORKMANSHIP A. General: 1. Form sheet metal accurately and to the dimensions and shapes required, finishing molded and broken surfaces with true, sharp, and straight lines and angles and, where intercepting other members, coping to an accu- rate fit and soldering securely. 2. Unless otherwise specifically permitted by the Archi- tect, turn exposed edges back 1/2". B. Form, fabricate, and install sheet metal so as to ade- quately provide for expansion and contraction in the fin- ished Work. C. Weatherproofing: of 1. -Finish watertight and weathertight where so required. 2. Make lock seam work flat and true to line, sweating full of solder. 3. Make lock seams and lap seams, when soldered, at least 1/2" wide. 4. Where lap seams are not soldered, lap according to pitch, but in no case less than 3". 5. Make flat and lap seams in the direction of flow. D. Joints: 1. Join parts with rivets or sheet metal screws where necessary for strength and stiffness. 2. Provide suitable watertight expansion joints for runs of more than 40'-0", except where closer spacing is indicated on the Drawings or required for proper in- stallation. E. Nailing: 1. Whenever possible, secure metal by means of clips or cleats, without nailing through the exterior metal. 2. In general, space nails, rivets, and screws not more than 8" apart and, where exposed to the weather, use . lead washers. 3. For nailing into wood, use barbed roofing nails 1-1/4" long by 11 gage. 4. For nailing into concrete, use drilled plugholes and plugs. FLASHING AND SHEET METAL 86:07 07500-3 • 3.3 EMBEDMENT A. Embed metal in connection with roofs in a solid bed of sealant, using materials and methods described in Section 07920 of these Specifications or other materials and meth- ods approved -in advance by the Architect. 3.4 SOLDERING A. General: 1. Thoroughly clean and tin the joint materials prior to soldering. 2. Perform soldering slowly, with a well heated copper, in order to heat the seams thoroughly and to complete- ly fill them with solder. 3. Perform soldering with a heavy soldering copper of blunt design, properly tinned for use. 4. Make exposed soldering on finished surfaces neat, full flowing, and smooth. B. After soldering, thoroughly wash acid flux with a soda solution. 3.5 TESTS A. upon request of the Architect, demonstrate by hose or standing water that the flashing and sheet metal are com- pletely watertight. END OF SECTION • FLASHING AND SHEET METAL 86:07 07600-4 • SECTION 07811 PLASTIC SKYLIGIITS PART 1 - GENERAL 1.1 DESCRIPTION A. Work included: Provide insulated glass skyliyhts where shown on the Drawings, as specified herein, and as needed for a complete and proper installation. B. Related work: 1. Documents affecting work of this Section include, but are not necessarily limited to, General Conditions, Supplementary Conditions, and Sections in Division 1 of these Specifications. 1.2 QUALITY ASSURANCE A. Use adequate numbers of skilled workmen who are thoroughly trained and experienced•in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of the work of this Section. 1.3 SUBMITTALS A. Comply with pertinent provisions of Section 01340. B. Product data: Within 60 calendar days after the Contractor has received the Owner's Notice to Proceed, submit: 1. Materials list of items proposed to be provided under this Section. 2. Manufacturers' specifications and other data needed to prove compliance with the specified requirements. 3. Details of installation and anchorage sufficient to enable proper interface of the work of this Section with the work of other trades. 4. Manufacturers' recommended installation procedures which, when approved by the Architect, will become the basis for accepting or rejecting actual installation procedures used on the Work. • 1.4 PRODUCT HANDLING A. Comply with pertinent provisions of Section 01640. 85:01 PLASTIC 071111-I • PART 2 - PRODUCTS 2.1 ACCEPTABLE PRODUCTS A. Provide "Insula Dome", double dome acrylic skylight, venting, distributed by Insula -Dome Skylights, 83 Horseblock Road, iaphank, New York 11980 (516-924-7890). 2,,d OTHER MATERIALS A. Provide other materials, not specifically described but re-- quired for a complete and proper installation, as selected by the Contractor subject to the approval of the Architect. PART 3 - EXECUTION 3.1 SURFACE CONDITIONS A. Examine the areas and conditions under which work of this Section will be performed. CurreL•t con.litioiks (1'�trimuntal to timely and proper completion of the Work. Do not pro- ceed until w►satisfactory conditions are corrected. 3.2 -INSTALLATION I A. Coordinate as necessary with olhct. trades to assure proper and adequate provision in the work of those trades for in- terface with the work oL this Section. B. Install the work of this Section in strict accordance with the manufacturers' recommendations as approved by the Arch- itect, anchoring all items firmly into position for long life under hard use. C. Put operating components rhroutlh at least five complete operating cycles, adjusting as required, and achieving op- timum ease of operation. END OF SECTION E PLA�ST I ' ';KY 1.1 G11T6`s 86 : 07 07111 1--.! • SECTION 07920 SEALANTS AND CALKING PART 1 - GENERAL 1.1 DESCRIPTION A. Work included: Throughout the Work, seal and calk joints where shown on the Drawings and elsewhere as required to provide a positive barrier against passacje of moisture and passage of air. B. Related work: I. Documents affecting work of this Section include, but are not necessarily limited to, General Conditions, Supplementary Conditions, and Sections in Division 1 of these Specifications. 1.2 QUALITY ASSURANCE A. Use adequate numbers of skilled workmen who are thoroughly trained and experienced in► the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of the work of this Section. 1.3 SUBMITTALS A. Comply with pertinent provisions of Section 01340. B. Product data: Within 45 calendar days after the Contractor has received the'Owner's Notice to Proceed, submit: 1. Materials list of items proposed to be provided under this Section; 2. Manufacturer's specifications and other data needed to prove compliance with the specified requirements; 3. Manufacturer's recommended installation procedures which, when approved by the Architect, will become the basis for accepting or rejecting actual installation procedures used on the Work. C. Samples: Upon request of the Architect, submit Samples of each sealant, each backing material, each primer, and each • bond breaker proposed to be used. 1.4 PRODUCT HANDLING J A. Comply with pertinent provisions of Section 01640. SEALANTS AND CALKING 86:07 07920-1 B. Do not retain at the job site material which has Exceeded the shelf life recommended by its manufacturer. PART 2 - PRODUCTS 2.1 SEALANTS A. Provide the following materials manufactured by Products Research & Chemical Corporation, or equals approved in advance by the Architect, where indic-ated and where other- wise required for a complete and proper installation. Material: 1. PRC Rubber Calk 6000 2. PRC Rubber Calk 7000 3. PRC Rubber Calk 270, 4. PRC Rubber Calk 210 5. PR -851 Duct Seal 6. PR -855 Fire Stop Seal 7. Polyethylene backer rod Location of use: Throughout the Work, ex- cept where other sealant is specified, where antic- ipated joint movement will be 25% or less; Throughout the Work, ex- cept where other sealant is specified, where antic- ipated joint movement will be 50% or less; Horizontal joints exposed to pedestrian and vehicular traffic, and all joints subject to immersion; Vertical and horizontal joints subject to extreme movement; Pipes and conduits pene- trating underground walls; Pipes and conduits pene- trating fire separations; Where required to prevent 3 -point adhesion. B. For other services, provide products especially formulated for the proposed use and approved in advance by the Archi- tect. C. Colors: 1. Colors for each sealant installation will be selected by the Architect from standard colors normally avail- able from the specified manufacturer. 2. Should such standard color not be available from the approved manufacturer except at additional charge, provide such colors at no additional cost to the Owner. 3. In concealed installations, and in partially or fully exposed installations where so approved by the Archi- tect, use standard gray or black sealant. SEALANTS AND CALKING 86:07 07920-2 • 0 • 2.2 PRIMERS A. Use only those primers which have been tested for durabil- ity on the surfaces to be sealed and are specifically recommended for this installation by the manufacturer of the sealant used. 2.3 BACKUP MATERIALS A. Use only those backup materials which are specifically recommended for this installation by the manufacturer of the sealant used, which are non-absorbent, and which are non -staining. 2.4 MASKING TAPE A. For masking around joints, provide an appropriate masking tape which will effectively prevent application of sealant on surfaces not scheduled to receive it, and which is re- movable without damage to substrate. 2.5 OTHER MATERIALS A. Provide other materials, not specifically described but re- quired for a complete and proper installation, as selected by -the Contractor subjebt to the approval of the Architect. PART 3 - EXECUTION 3.1 SURFACE CONDITIONS A. Examine the areas and conditions under which work of this Section will be performed. Correct conditions detrimental to timely and proper completion of the Work. Do not pro- ceed until unsatisfactory conditions are corrected. 3.2 PREPARATION A. Concrete and ceramic tile surfaces: 1. Install only on surfaces which are dry, sound, and well brushed, wiping free from dust. 2. At open joints, remove dust by mechanically blown com- pressed air if so required. 3. To remove oil and grease, use sandblasting or wire brushing. 4. Where surfaces have been treated, remove the surface • treatment by sandblasting or wire brushing. 5. Remove laitance and mortar from joint cavities. B. Steel surfaces: 1. Steel surfaces in contact with sealant: a. Sandblast as required to achieve acceptable sur- face for bond. SEALANTS AND CALKING 86:07 07920-3 • b. If sandf,lastinq is not practical, or would damage adjacent finish, scrape the metal or wire brush to remove mill scale and rust. c. Use solvent to remove oil and grease, wiping the surfaces with clean white rags only. 2. Remove protective coatings on steel by sandblasting or by using a solvent which leaves no residue. C. Aluminum surfaces: 1. Aluminum surfaces in contact with s�3u.iant: a. Remove, temporary protective coatings, dirt, oil, and grease. b. When masking tape is used for protective rover, remove the tape just prior to applying the sealant. 2. Use only such solvents to remove protective coatings as are recommended for that purpose by the manufactur- er of the aluminum work, and which are non -staining. 3.3 INSTALLATION OF BACKUP MATERIAL A. When using backup of tube or rod stock, avoid lengthwise stretching of the material. Do not twist or braid hose or rod backup stock. B. Installation tool: 1. For installation of backup material, provide a blunt - surfaced tool of wood or plastic, having shoulders de- signed to ride on the adjacent finished surface and a protrusion of the required dimensions to assure uni- form depth of backup material below the sealant. 2. Do not, under any circumstance, use a screwdriver or similar tool for this purpose. 3. Using the approved tool, smoothly and uniformly place the backup material to the depth indicated on the .Drawings or otherwise required, compressing the back- up material. 25% to 50% and securing a positive fit. 3.4 PRIMING A. Use only the primer approved by the Architect for the par- ticular installation, applying in strict accordance with the manufacturer's recommendations as approved by the Architect. 3.5 BGND-BREAKER INSTALLATION A. Provide an approved bond -breaker where recommended by the manufacturer of the sealant, and where directed by the Architect, adhering strictly to the manufacturers' instal- • lation recommendations. SEALANTS AND CALKING 86:07 07920-4 • 3.6 INSTALLATION OF SEALANTS -� A. Prior to start of installation in each joint, verify the joint type according to details on the Drawings, or as otherwise directed by the Architect, and verify that the required proportion of width of joint to depth of joint has been secured. B. Equipment: 1. Apply sealant under pressure with power -actuated hand gun or manually -operated hand gun, or by other appro- priate means. 2. Use guns with nozzle of proper size, and providing sufficient pressure to completely fill the joints as designed. C. Thoroughly and completely mask joints where the appearance of primer or sealant on adjacent surfaces would be objec- tionable. D. Install the sealant in strict accordance with the manufac- turer's recommendations, thoroughly filling joints to the recommended depth. E. Tool joints to the profile shown on the Drawings, or as otherwise required if such profiles are not shown on the Drawings. - F. Cleaning up: 1. Remove masking tape immediately after joints have been tooled. 2. Clean adjacent surfaces free from sealant as the in- stallation progresses, using solvent or cleaning agent recommended by the manufacturer of the sealant used. 3. Upon completion of the work of this Section, promptly remove from<the job site all debris, empty containers, and surplus material derived from this portion of the Work. END OF SECTION SEALANTS AND CALKING 86:07 107920-5 r: SECTION 08100 METAL DOORS AND FRAMES PART 1 - GENERAL 1.1 DESCRIPTION A. Work included: Provide metal doors, and metal door and window frames, which are not specifically described in other Sections of these Specifications, where shown on the Drawings, as specified herein, and as heeded for a com- plete and proper installation. B. Related work: 1. Documents affecting work of this Section include, but are not necessarily limited to, General Conditions, Supplementary Conditions, and Sections in Division 1 of these Specifications. 1.2 QUALITY ASSURANCE A. Use adequate numbers of skilled workmen who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and the J methods needed for proper performance of the work of this Section. B. Unless specifically otherwise approved by the Architect, provide all products of this Section from a single manufac- turer. 1.3 SUBMITTALS A. Comply with pertinent provisions of Section 01340. B. Product data: Within 31.5 calendar days after the Contractor has received the Owner's Notice to Proceed, submit: 1. Materials list of items proposed to be provided under this Section; 2. Manufacturer's specifications and other data needed to prove compliance with the specified requirements; 3. Shop Drawings showing details of each frame type, ele- vations of door designs, details of openings, and de- tails of construction, installation, and anchorage. • 4. Manufacturer's recommended installation procedures which, when approved by the Architect, will become the basis for accepting or rejecting actual installation procedures used on the Work. M METAL DOORS AND FRAMES 86:07 08100-1 0 1.4 PRODUCT HANDLING A. Comply with pertinent provisions of Section 01640. PART 2 - PRODUCTS 2.1 METAL DOORS A. Type and design: 1. Provide full -flush design, in diniensi:)ns and types shown on the Drawings, labeled or non -labeled as indi- cated on the Door Schedule in the Drawings, in 18 gage for interior doors and 16 gage for exterior doors, properly reinforced for the finish hardware described in Section 08710 of these Specifications. B. Finish: 1. Pre -clean and shop prime each door for finish painting which will be performed at the job site under Section 09900 of these Specifications. C. Acceptable products: 1. Standard products of The Steelcraft Manufacturinq Com- pany, as distributed by Quality Door and Frame Company, Cerritos, California 90701 (213) 926-3337. 2. ---Equal products of Amweld Division of American Welding and Manufacturing Company, Ceco Corporation, or other manufacturers when approved in advance by the Archi- tect. 2.2 METAL.FRAMES A. Type and design: 1. Provide frames of the types and dimensions shown on the Drawings, labeled or non -labeled as indicated on the Door Schedule in the Drawings, in 18 gage for in- terior doors and 16 gage for exterior doors, properly reinforced for the finish hardware described in Sec- tion 08710 of these Specifications. B. Finish: 1. Pre -clean and shop prime each frame for finish paint- ing which will be performed at the job site under Sec- tion 09900 of these Specifications. C. Acceptable manufacturers: See Paragraph 1.2-B above. 2.3 FINISH HARDWARE • A. Secure templates from the finish hardware supplier, and accurately install, or make provision for, all finish hardware at the factory. METAL DOORS AND FRAMES 86:07 08100-2 • PART 3 - EXECUTION .1 3.1 SURFACE CONDITIONS A. Examine the areas and conditions under which work of this Section will be performed. Correct conditions detrimental to timely and proper completion of the Work. Do not pro - coed until unsatisfactory conditions are corrected. 3.2 INSTALLATION A. Placing frames: 1. Where practicable, place frames prior to construction of enclosing walls and ceilings. 2. Set frames accurately into position, plumbed, aligned, and braced securely until permanent anchors are set. 3. After wall construction is completed, remove temporary braces and spreaders, leaving surfaces smooth and un- damaged. 4. At in-place construction, set frames and secure to ad- jacent construction with machine screws and suitable anchorage devices. Provide "Z" fillers at each screw location. 5. When installed in prepared openings in concrete con- struction, provide sealant between frame and concrete in accordance with provisions of Section 07920 of these Specifications. 3.3' ADJUST AND CLEAN A. Final adjustments: 1. Check and readjust operating finish hardware items in hollow metal work just prior to final inspection. 2. Leave work in complete and proper operating condition. 3. Remove defective work and replace with work complying with the specified requirements. B. Immediately after erection, sand smooth all rusted and dam- aged areas of prime coat, and apply touchup of compatible air -drying primer. 8907 END OF SECTION METAL DOORS AND FRAMES 08100-3 • SECTION .08540 __VINYL CLAD WOOD WINDOWS PART 1 - GENERAL 1.1 DESCRIPTION A. Work included: Provide vinyl clad wood windows and screens where shown on the Drawings, as specified herein, and as needed for a complete and proper installation. B. Related Work: 1. Documents affecting work of this Section include, but are not necessarily limited to, General Conditions, Supplementary Conditions, and Sections in Division 1 of these Specifications. 1.2 QUALITY ASSURANCE A. Use adequate numbers of skilled workmen who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of the work of this Section. 1.3 SUBMITTALS A.. Comply with pertinent provisions of Section 01340. B. Product data: Within 35 calendar days after the Contractor has received the Owner's Notice to Proceed, submit: 1. Materials list of items proposed to be provided under this Section; 2. Manufacturer's specifications and other date needed to prove compliance with the specified requirements; 3. Shop Drawings in sufficient detail to show fabrication, installation, anchorage and interface of the work of this.Section with the work of adjacent trades; 4. Manufacturer's recommended installation procedures which, when approved by the Architect, will become the basis for accepting or rejecting actual installation procedures used on the Work. 1.4 PRODUCT HANDLING A. comply with pertinent provisions of Section 01640. • PART 2 - PRODUCTS 2.1 VINYL CLAD WOOD 'WINDOWS A. provide vinyl clad wood windows of the types and dimensions shown on the Drawings, complete with anchors of the types needed for the installation. Install windows supplied by Owner. VINYL CLAD Wool) W I NDOWS 86:07 .)854n-1 n B. Acceptable Manufacturer:,: 1. Andersen Windows, Baypc-rt, Minnesota. 2. No substitutions will be permitted!, C. Finish: I. Pactory finish exterior Perma Shield P.V.C. Rigid *tnyl in white color with silicone polyester white. 2. Interior finish to be verified with Architect prior to ordering. D. Factory glaze all units with clear insulating glass, E. Provide the manufacturers standard screen at all venting units. Verify color of screen frame with Architect, prior to ordering. PART 3 - EXECUTION 3.1 SURFACE CONDITIONS A. Examine the areas and conditions under which work of this Section will be performed. Correct conditions detrimental to timely and proper completion of the Work. Dc, not pro- ceed until unsatisfactory conditions are corrected. 3.2 INSTALLATION . A. Inst.all'the work of this Section in strict accorlance with the manufacturer's recommendations as approved by the Archi- tect, anchoring all units firmly into position square, plumb, straight and true. B. Dissimilar materials: 1. Where aluminum surfaces come in contact with metals other than stainless steel, zinc, or white bronze of ,,small area, isolate the aluminum by one of the following methods. a. Paint the di5si1110a17 llleLal. with a prin►e CO.►t ul zinc -chromate primer, fol 1OWc l ljy Lwo Cc>.al :i of aluminum motal-and-masonry p.►int. b. Paint the dissimilar metal with a coatinq of heavy -bodied bituminous Faint. C. Apply a .juod duality s4!alanL m.O.er i al bL�tw(!en the aluminum and the dissimilar metal. d. Isolate the d.issiniilar metals with lion -absorptive tape or jaskets . • VINYL CLAD WOOD WINDOWS 86:07 08540-2 3.3 CLEANING A. Labels: 1. Leave all labels in place, intact and legible, until reviewed and approved by the Architect. B. Prior to completion of the Werk, thoroughly clean all ex- pused surfaces of windows and screens. 1. Use only the cleaning materials .incl technique -:s recom- mended by the ►nanufacturcr of tyle nr.►cer1Ui bUi►ly cleaned. 2. Do not scratch or otherwise dama(je Lhe cllass, Screen, ur vinyl finish. END OP SECTION • VINYL CLAD WOOD WINDOWS 86:07 08540-3 0 • SECTION 08710 FINISH HARDWARE PART 1 -• GENERAL 1.1 DESCRIPTION A. Work included: Provide finish hardware throughout the Work as specified herein and as needed for a complete and proper installation. B. Related work: 1. Documents affecting work of this Section include, but are not necessarily limited to, General Conditions, Supplementary Conditions, and Sections in Division 1 of these Specifications. 2. Installation of finish hardware is described in other Sections of these Specifications. 1.2 QUALITY ASSURANCE A. Provide the services of'an AHC or DAHC member of the Amer- ican Society of Architectural Hardware Consultants to: 1. Be available for consultation with the Architect at no additional cost to the Owner during progress of con- struction; 2. Be present at completion of construction, and: a. Inspect installation of all finish hardware items; b. Make minor adjustments as required; and c. Report to the Architect on completeness of the in- stallation. B. The hardware consultant may be an employee of the supplier. 1.3 SUBMITTALS A. Comply with pertinent provisions of Section 01340. B. Product data: Within 45 calendar days after the Contractor has received the Owner's Notice to Proceed, submit: 1. A "Door Schedule" listing all doors in the Work, and all other locations requiring finish hardware (a copy of the Door Schedule included in the Drawings may be used for this purpose), and assigning a "Hardware Group" to each such door and other location. 2. A "Finish Hardware Schedule" listing each of the pro- posed "Hardware Groups," and defining in detail the proposed contents of each Hardware Group. 86:07 FINISH HARDWARE 08710-1 a. Show the quantity of each type of item prol_.osed to be supplied within each Hardware Group; b. Show the dimensions, when pertinent, and the manu- facturer's catalog number; c. Show the finish of each item; d. Show the manufacturer's name by a suitable legend. C. Samples: 1. Within 15 calendar days after being so requested by the Architect, deliver to the Architect Samples of each finish hardware item. 2. All Samples will be returned to the Contractor, pro- vided those Samples which are approved by the Archi- tect are positively identified and are installed in the Work at locations agreed to by the Architect. D. In a timely manner to assure orderly progress of the Work, deliver templates or physical samples of the approved fin- ish hardware items to pertinent manufacturers of interfac- ir►g items such as doors and frames. 1.4 PRODUCT HANDLING A. Comply with pertinent provisions of Section 01640. B. Individually package each unit of finish hardware, com- plete with proper fastenings and appurtenances, clearly marked on the outside to indicate contents and specific locations in the Work. PART 2 - PRODUCTS. 2.1 GENERAL A. Fasteners: 1. Furnish necessary screws, bolts, and other fasteners of suitable size and type to anchor the hardware in position for long life under hard use. 2. Where necessary, furnish fasteners with expansion shields, toggle bolts, sex bolts, and other anchors approved by the Architect, according to the material to which the hardware is to be applied and according to the recommendations of the hardware manufacturer. B. Where butts are required to swing 180 degrees, furnish butts of sufficient throw to clear the trim. C. Furnish silencers for door frames at the rate of three for each single door and two for each door of pairs of doors; except weatherstripped doors and doors with light seals or sound seals. - -- FINISH HARDWARE 86:07 08710-2 • • • 2.2 KEYING A. Factory key, masterkey, and grand-masterkey locks and cyl- inders as directed by the Architect. B. Furnish three keys for each lock, twelve masterkeys for each set, and three grand-masterkeys. C. Construction keying: 1. Furnish a construction masterkey system with 15 keys for locks and cylinders. 2. Ilse only the construction keys during construction. 3. At the time of final acceptance of the Work, void the construction key system and, in the presence of the Architect, demonstrate that the specified keying sys- tem is operating properly. D. Identification and delivery: 1. Factory stamp permanent keys, "DO NOT DUPLICATE." Identify permanent keys with tags, and send direct to the Owner by registered mail. 2.3 TOOLS AND MANUALS A. With the delivery of permanent keys, deliver to the Owner one complete set of adjustment tools and one set of main- tenance manuals for locksets, latchsets, closers, and pan- ic devices. 2.4 ACCEPTABLE PRODUCTS A. Single source for items: 1. Except as specifically otherwise approved by the Arch- itect, furnish for each item only the product of a single manufacturer 2. To the maximum extent practicable, furnish similar items only as the product of a single manufacturer B. For each of the required items of finish hardware, provide from the following list of acceptable products, or equals approved in advance by the Architect. 1. Door butts: a. Stanley; b• Yale; C • ,;06s . 2. Locksets: a. Schlage. 3. Lat.chsets : a. Schlage. FINISH HARDWARE $�:f�7 08710-3 S • 4. Door closers: a. Norton; b. Yale. 5. Panic devices: a. Von Duprin. 6. Door stops: a. Builders Brass Works; b. Quality. 2.5 OTHER MATERIALS A. Provide other materials, not specifically described but re- quired for a complete and proper installation, as selected by the Contractor subject to the approval of the Architect. PART 3 - EXECUTION 3.1 DELIVERIES A. Stockpile items sufficiently in advance to assure their availability, and make necessary deliveries to the job site in a timely manner to assure orderly progress of the total Work. 3.2 COORDINATION A. Coordinate as necessary with other trades to assure proper and adequate provision in the work of those trades for in- terface with the work of this Section. B. Upon completion of the Work, and as a condition of its ac- ceptance, provide the inspection, adjustment, and report described in Article 1.2 above. END OF SECTION 86:07 FINISH HARDWARE 08710-4 E J SECTION 09110 META.L:STUD SYSTEM PART 1 - GENERAL 1.1 DESCRIPTION A. Work included: Provide metal studs and accessories as in- dicated on the Drawings, as specified herein, and as needed for a complete and proper installation. B. Related work: 1. Documents affecting work of this Section include, but are not necessarily limited to, General Conditions, Supplementary Conditions, and Sections in Division 1 of these Specifications. 1.2. QUALITY ASSURANCE A. Use adequate numbers of skilled workmen who are thoroughly trained and experienced,in the necessary crafts and who are completely familiar with'the specified requirements and the methods needed for proper performance of the work of this Section. B. In addition to complying the pertinent codes and regula- tions of governmental agencies having jurisdiction, comply with pertinent recommendations contained in "Specifications for Metal Lathing and. Furring" published by the Metal Lath/ Steel Framing Association. 1.3 SUBMITTALS A. Comply with pertinent provisions of Section 01340. B. Product data: Within 45 calendar days after the Contractor has received the Owner's Notice to Proceed, submit: 1. Materials list of items proposed to be provided under this Section. 2. Manufacturers' specifications and other data needed to prove compliance with the specified requirements. 3. Manufacturers' recommended installation procedures which, when approved by the Architect, will become the • basis for accepting or rejecting actual installation procedures used on the Work. 1.4 PRODUCT HANDLING A. Comply with pertinent provisions of Section 01640. METAL STUD SYSTEM 86:07 09110-1 • PART 2 - PRODUCTS 2.1 METAL STUDS AND ACCESSORIES A. Meet or exceed minimum requirements of Fed Spec QQ-S-698 and Fed Spec QQ-S-775d, class d, for the item and use in- tended. B. Metal studs: 1. At interior metal stud partitions, unless otherwise shown on the Drawings, provide standard punched steel studs of 18 Ga. -as shown on the Drawings, either hot- dip galvanizeu or factory pre -painted. 2. Use only one type throughout the Work, unless otherwise shown on the Drawings or specifically approved in ad- vance by the Architect. 3. At exterior walls, unless otherwise shown on the Drawings, privide 1�" 20 Gauge firring channel either hot dip galvanized or factory prepainted. C. Accessories: Provide all accessories including, but not necessarily limited to, tracks, clips, anchors, fastening devices, sound attenuation pencil rods and resilient clips, and other accessories required for a complete and proper installation, and as recommended by the manufacturer of the steel studs used. 2.2 GROUT A. Provide a good grade of commercial grout for leveling the floor runner member of steel stud partitions as .required. PART 3 - EXECUTION 3.1 SURFACE CONDITIONS A. Examine the areas and conditions under which work of this Section will be performed. Correct conditions detrimental to timely and proper completion of the Work. Do not pro- ceed until unsatisfactory conditions are corrected. 3.2 INSTALLATION A. Accurately layout partition and wall lines from the dimen- sions shown on the Drawings. B. Install -metal studs and accessories in strict accordance with the manufacturer's recommendations as approved by the Architect, anchoring all components firmly into position. METAL STUD SYSTEM 86:07 09110-2 • FWA I/ C. Align partition and wall assemblies to a tolerance of one in 200 horizontally and one in 500 vertically. D. Coordination: 1. Space the studs as required for compliance with perti- nent regulations, to give proper support for the cover- ing material, and as indicated on the Drawings. 2. Coordinate and provide required backing and other sup- port for items to be mounted on the finished covering. 3. Coordinate requirements for pipes and other items de- signed to be housed within the partition and wall sys- tems. 3.3 LEVELING A. By use of the specified grout, or by other means approved by the Architect, provide continuous solid bearing under floor runner members of steel stud partitions and walls. B. Level in a manner to provide uniform interface with veil- , ings and other overhead construction. 3.4 SOUND ATTENUATING PARTITIONS A. At sound attenuating partitions, set floor runners in two 1/4" diameter continuous beads of sealant complying with provisions of Section 07920 of these Specifications. END OF SECTION METAL STUD SYSTEM 86:07 09110-3 0 SECTION 09260 GYPSUM WALLBOARD SYSTEM PART 1 - GENERAL 1.1 DESCRIPTION A. Work included: Provide gypsum drywall and accessories where shown on the Drawings, as specified herein, and as needed for a complete and proper installation. B. Related work: 1. Documents affecting work of this Section include, but are not necessarily limited to, General Conditions, Supplementary Conditions, and Sections in Division 1 of these Specifications. 2. Section 09110: Metal stud system. 1.2 QUALITY ASSURANCE A. Use adequate numbers of skilled workmen who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of the work of this • Section. 1.3 SUBMITTALS A. Comply with pertinent provisions of Section 01340. B. Product data: Within 35 calendar days after the Contractor has received the Owner's Notice to Proceed, submit: 1. Materials list of items proposed to be provided under this Section; 2. Manufacturer's specifications and other data needed to prove compliance with the specified requirements; 3. Manufacturer's recommended installation procedures which, when approved by the Architect, will become the basis for accepting or rejecting actual installation procedures used on the Work. C. Mock-ups: 1. At an area on the site where approved by the Archi- tect, provide a mock-up gypsum wallboard panel. • a. Make the panel approximately 4'-0" square. b. Provide one mock-up panel for each gypsum wall- board finish used on the Work. c. The mock-ups may be used as part of the Work, and may be included in the finished Work, when so ap- GYPSUM WALLBOARD SYSTEM 86:07 09260-1 • proved by the Architect. d. Revise as necessary to secure the Architect's ap- proval. 2. The mock-up panels, when approved by the Architect, will be used as datum points for comparison with the remainder of the work of this Section for the purpose of acceptance or rejection. 3. If the mock-up panels are not permitc.td to be part of the finished Work, completely demoli:-;h and remove them from the job site upon completion and acceptance of the work of this Section. 1.4 PRODUCT HANDLING A. Comply with pertinent provisions of Section 01640. PART 2 - PRODUCTS 2.1 GYPSUM WALLBOARD A. General: 1. Provide gypsum wallboard complying with Fed Spec SS -L -30D, in 48" widths and in such lengths as will result in a minimum of joints. 2. _Regular wallboard: Prbvide type III, grade R, class 1, 5/8" thick except as may be shown otherwise on the Drawings. 3. Fire -retardant wallboard: Provide type III, grade X, class 1, 5/8" thick. 4. Water-resistant wallboard: Provide type VII, grade W or. X as required, class 2, 5/8" thick except as may be shown otherwise on the Drawings. 5. Foil -backed wallboard: Provide as shown on the Draw- ings. 2.2 METAL TRIM A. Form from zinc -coated steel not lighter than 26 gage, com- plying with Fed Spec QQ-S-775, type I, class d or e. B. Casing beads: 1. Provide channel -shapes with an exposed wing, and with a concealed wing not less than 7/8" wide. 2. The exposed wing may be covered with paper cemented to the metal, but shall be suitable for joint treatment. C. Corner beads: Provide angle shapes with wings not less • than 7/8" wide and perforated for nailing and joint treat- ment, or with combination metal and paper wings bonded to- gether, not less than 1-1/4" wide and suitable for joint treatment. GYPSUM WALLBOARD SYSTEM 86:07 09260-2 • D. Edge beads for use at perimeter of cc: -i l l'AILJs : 1. Provide angle shapes with wings noi_ less than 1,'4" wide. 2. Provide concealed wing perforated for nailing, and ex- posed wing edge folded flat. 3. Exposed wing may be factory finished in white color. 2.3 JOINTING SYSTEM A. Provide a jointing system, including reinforcing tape and compound, designed as a system to be used together and as recommended for this use by the manufacturer of the gypsum wallboard approved for use on this Work. B. Jointing compound may be used for finish.i-ng if so recom- mended by its manufacturer. 2.4. FASTENING DEVICES A. For fastening gypsum wallboard in place on metal studs and metal channels, use flat -head screws, shouldered, special- ly designed for use with power -driven tools, not less than 1" long, with self -tapping threads and self -drilling points. B. For fastening gypsum wallboard in place on wood, rise 1-1/4" type W bugle -head screws, or use annular ring type nails complying with ASTM C514 and of the length required by governmental agencies hayincr jurisdiction. 2:5 OZHER MATERIALS A. Provide other materials, not specifically described but re- quired for a complete and proper installation, as selected by the Contractor subject to the approval of the Architect. PART 3 - LXECUTION 3.1 SURFACE CONDITIONS A. Examine the areas and conditions under which work of this Section will be performed. Correct conditions detrimental to Limely and proper completion of the Work. Do riot pro- ceed until unsatisfactory conditions are corrected. 3.2 INSTALLATION A. General: 1. Install the gypsum wallboard in accordance with the Drawings and with the separate boards in moderate con- tact but not forced into place. 2. At internal and external corners, conceal. the cut edges of the boards by the overlapping covered edges of the abutting boards. 3. Stagger the boards so that corners of any four boards will not meet at a common point except in vertical —rnrnF+ra - GYPSUM WALLBOARD SYSTEM 86:07 09260-3 B. Ceilings: • 1. Install the gypsum wallboard to ceilings with the long dimension of the wallboard at right angles to the sup- porting members. 2. Wallboard may be installed with the long dimension parallel to supporting members that are spaced 16" on centers when attachment meribers are provided at end joints. C. Walls: 1.. -:_Install the gypsum wallboard to studs at right angles to the furring or framing members. 2. Make end joints, where required, over framing or fur- ring members. D. Attaching: 1. Drive the specified screws with clutch -controlled power screwdrivers, spacing the screws 12" on centers at ceilings and 16" on centers at walls. 2. Where framing members are spaced 24" apart on walls, space screws 12" on centers. 3. Attach double layers in accordance with the pertinent codes and the manufacturer's recommendations as ap- proved by the Architect. 4. Attach to wood as required by governmental agencies having jurisdiction. 3.3 JOINT TREATMENT A. General: 1. Inspect areas to be joint treated, verifying that the gypsum wallboard fits snugly against supporting frame- work. 2. In areas where joint treatment and compound finishing will be performed, maintain a temperature of not less than 55 degrees for 24 hours prior to commencing the treatment, and until joint and finishing compounds have dried,. 3. Apply the joint treatment and finishing compound by machine or hand tool. 4. Provide a minimum drying time of 24 hours between coats, with additional drying time in poorly ventila- ted areas. B. Embedding compounds: 1. Apply to gypsum wallboard joints and Fastener heads in a thin uniform layer. 2. Spread the compound not less than 3" wide at joints, center the reinforcing tape in the joint, and embed the tape in the compound. Then spread a thin layer of compound over the tape. 3. After this treatment has dried, apply a second coat of • embedding compound to joints and fastener heads, spreading in a thin uniform coat to not less than 6" wide at joints, and feather edged. GYPSUM WALLBOARD SYSTEM 66:07 09260-4 • 4. Sandpaper between coats as required. 5. When thoroughly dry, sandpaper to eliminate ridges and high points. C. Finishing compounds: 1. After embedding compound is thoroughly dry and has been completely sanded, apply a coat _Qf fjjmis_1hir� com- pound to joints and fastener hu -ads. 2. Feather the finishing compound to riot less than 12" wide. 3. When thoroughly dry, sandpaper to obtain a uniformly smooth surface, tasking care to not scuff the paper surface of the wallboard. 3.4 CORNER TREATMENT A. Ta ternal corners: Treat as specified for joints, except fold the reinforcing tape lengthwise through the middle and fit neatly into the corner. B. Vxternal corners: 1. Install the specified corner bead, fitting neatly over the corner and securing with the same type fasteners used for installing the wallboard. 2. Space the fasteners approximately 6" on centers, and drive through the wgllboard into the framing or fur- ring member. 3. After the corner bead has been secured into position, treat the corner with joint compound and reinforcing tape as specified for joints, feathering the joint compound out from B" to 10" on each side of the corner. 3.5 OTHER METAL TRIM A. General: 1. The Drawings do not purport to show all locations and requirements for metal trim. 2. Carefully study the Drawings and the installation, and provide all metal trim normally recommended by the manufacturer of the gypsum wallboard approved for use in this Work. 3.6 CLEANING UP A. In addition to other requirements for cleaning, use neces- sary care to prevent scattering gypsum wallboard scraps and dust, and to prevent tracking gypsum and joint finish- ing compound onto floor surfaces. • B. At completion of each segment of installation in a room or space, promptly pick up and remove from the workiiiq area all scrap, debris, and surplus material of this Section. END OF SECTION GYPSUM WALLBOARD SYSTEM $6:07 09260-5 SECTION 09310 CERAMIC TILE PART 1 - GENERAL 1.1 DESCRIPTION I A. Work included: Provide ceramic tile where shown on the Drawings, as specified, herein, and as needed for a complete and proper installation. B. Related work: 1. Documents affecting work of this Section include, but are not necessarily limited to, General Conditions, Supplementary Conditions, and Sections in Division 1 of these Specifications. 1.2 QUALITY ASSURANCE A. Use adequate numbers of skilled workmen who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of the work of this Section. B. Provide manufacturer's Master Grade Certificate stating type and location of each tile material in this Section. 1.3 SUBMITTALS A. Comply with pertinent provisions of Section 01340. B. Product data: Within 45 calendar days after the Contractor has received the Owner's Notice to Proceed, submit: 1. Materials list of items proposed to be provided under i.. this Section. j 2. Manufacturers' specifications and other data needed to prove compliance with the specified requirements. 3. Samples of each type, class, and color of ceramic tile required, not less than 12" square, mounted on plywood or hardboard backing, and grouted as specified. C. Except when specifically exempted by the Architect, submit Master Grade Certificates for each shipment of ceramic tile prior to arrival of the shipment at the job site. • 1.4 PRODUCT HANDLING A. Comply with pertinent provisi.ot►s of rection 01640. 86:07 CL• RAMir TILL 09310-1 L' • PART 2 - PRODUCTS 2.1 CERAMIC TILE A. Provide ceramic tile and accessories complying with Tile Council of America Specification 137.1, in colors and pat- terns selected by the Architect from standard colors and patterns of the approved manufacturers. B. Floor tile: 1. Provide coefficient of friction not less than 0.50 when tested in accordance with ASTM F489, ASTM F609, and the_ National Bureau of Standards Technical Note 895. 2. Provide glazed 44" x 4a". C. For base, provide glazed units 414" x 44" cove base with finished top.edge4 D. Provide standard accessory shapes as required. 2.2 SETTING MATERIALS A. Comply with pertinent recommendations contained in the Tile Council of America "Handbook for Ceramic Tile Installation." B. -Epoxy mortar: 1. Provide a commercially prepared mortar system employing epoxy resin and epoxy hardener portions. 2. Comply with ANSI A118.3. 2.3 GROUP A. Comply with pertinent recommendations contained in the Tile Council of America "Handbook for Ceramic Tile Installation". B. Silicone rubber grout: 1. Provide an engineered elastomeric grout system for in- terior use employing a single component non -slumping silicone rubber which, upon curing, is resistant to staining, moisture, milac6�w, cracking, crazing wid shrinking. 2. Secure the Architect's specific approval of the Product proposed to use. 2.4 OTHER MATERIALS A. Provide other materials, not specifically described but re- quired for a complete and proper installation, as selected • by the Contractor subject to the approval of the Architect. 86:07 CERAMIC TILL; 09310-2 • . PART 3 - EXF'CUTION • 3.1 ShitFACE CONI)ITIONS A. Examine the areas and conditions under which work of this Section will be performed. Correct conditions detrimental to timely and proper completion of the Work. Do not pro- ceed until unsatisfactory conditions are corrected. 3.2 INSTALLATION A. General: 1. Comply with ANSI A108.1, ANSI A108.2, and the "Handbook for Ceramic Tile Installation" of the Tile Council of America, except as otherwise directed by the Architect or specified herein. 2. Maintain minimum temperature limits and installation practices recommended by materials manufacturers. 3. Do not install tile floors over membrane until the mem- brane has been tested and accepted. B. Except where otherwise indicated on the Drawings or direc- ted by the Architect, provide portland cement setting beds for walls and floors. C. himits of tile: 1. Extend tile into recesses and under equipment and fix- _ tures to form a c6riplete covering without interruptions. 2. Terminate tile neatly at obstructions, edges, and cor- ners, without disruption of pattern or joint alignment. D. Joining pattern: 1. Lay tile in grid pattern unless otherwise indicated on the Drawings or directed by the Architect. 2. Align joints when adjoining tiles on floor, base, trim, and walls are the same size. 3. Layout tile work,, and center the tile fields .both di- rections.in each space or on each wall area. 4. Mjust to minimize tile cutting. 5. Provide uniform joint widths. E. Provide expansion and control joints where shown on the Drawings, and where otherwise recommended by the "Handhook for Ceramic Tile Installation" of the Tile Council of Amer- ica, sealing in accordance with Section 07920 of these Specifications. CERAMIC TILE 86:0.7 09310-3 F. Cleaning: 1. Upon completion of placing and grouting, clean the work of this Section in accordance with recommendations of the manufacturers of the materials used. 2. Protect metal surfaces, cast iron, and vitreous items from effects of acid cleaning. 3. Flush surfaces with clean water before and after clean- ing. G. Provide tile surfaces clean and free from cracked, broken, chipped, unbonded, and. otherwise defective units. H. Provide required protection of tile surfaces to prevent damage and wear.prior to acceptance of the Work by the Owner. 86:07 CI,RP141C TILE O9310-4 • SECTION 09510 ACOUSTICAI, CEILINGS • im PART 1 - GENERAL 1.1 DESCRIPTION A. Work included: Provide acoustical ceilings where shown on the Drawings, as specified herein, and as needed for a complete and proper installation. B. Related work: 1. Documents affecting work of this Section include, but are not necessarily limited to, General Conditions, Supplementary Conditions, and Sections in Division 1 of these Specifications. 1.2 QUALITY ASSURANCE A. Use adequate numbers of skilled workmen who are thoroughly trainee: and experienced in the necessary crafts and who are completely familiar with,the specified requirements and the methods needed for proper performance of the work of this Section. 1.3 SUBMITTALS A. Comply with pertinent provisions cf Section 01340. B. Product data: Within 45 calendar days after the Contractor has received the Owner's Notice to Proceed, submit: 1. Materials list of items proposed to be provided under this Section; 2. Manufacturer's specifications and other data needed to prove compliance with the specified requirements; 3. Shop Drawings in sufficient detail to show suspension, layout, lateral restraint, installation, anchorage, and interface of the work of this Section with the work of adjacent trades; 4. Manufacturer's recommended installation. procedures which, when approved by the Architect, will become the basis for accepting or rejecting actual installation procedures used on the Work. 1.4 PRODUCT HANDLING A. Comply with pertinent provisions of Section 01640. 86:07 ACOUSTICAL CEILINGS 0951.0-1 1.5 EXTRA STOCK A. Deliver to the Owner for his use in future modifications, an extra stock of approximately 10% of each type of acous- tical material installed, packaging each type of material separately, distinctly marked, and adequately protected against deterioration. PART 2 - PRODUCTS 2.1 "T" GRID SYSTEM A. Provide a complete system of supporting members, anchors, wall cornices, adapters for light fixtures and grilles, and accessories of every type required for a complete sus- pended "T" grid system of the arrangements shown on the Drawings, in color or colors selected by the Architect from standard colors of the approved manufacturer, and complying with pertinent requirement:. of Underwriters Lab- oratories, Inc., and the governmental agencies having jur- isdiction. B. Acceptable products: 1. Chicago Metallic Carp., 6750 Santa Barbara Court,. Baltimore, Maryland 21227 (301-796-8220). a. Fixe -Front 250 Snap Grid System for A.C.T. b. Fire -Front 650 Furring System for Drywall 2. Equal products of other manufacturers when approved in advance by the Architect. 2.2 ACOUSTICAL CEILING PANELS A. Acceptable products: 1. Celotex, 15�Virginia Avenue, 10994 (914-358-3001). Protectone, Non -Directional 2.3 OTHER MATERIALS West Nyack, New York Fissuretone, White. i A. Provide other materials, not specifically described but re- , quired for a complete and proper installation, as selected by the Contractor subject to the approval of the Architect. 66:07 ACOUSTICAL CEILINGS 09510-2 • PART 3 - EXECUTION 3.1 SURFACE CONDITIONS A. Examine the areas and conditions under which work of this Section will be performed. Correct conditions detrimental to timely and proper completion of the Work. Do not pro- ceed until unsatisfactory conditions are corrected. 3.2 INSTALLATION, GENERAL A. Except as modified by requirements of governmental agen- cies having jurisdiction, recommendations of the manufac- turer as approved by the Architect, or specific directions of the Architect, install in accordance with ASTM C636 and the pertinent UL design requirements. B. Lateral bracing: 1. Provide lateral bracing as required by pertinent codes and regulations. 2. Secure lateral bracing to structural members. Secure at right angles to the direction of the partition and four ways in large ceiling areas. C. Provide hold-down clips for ceiling boards only when so re- quired by governmental agencies having jurisdiction. D. Make all grid level within a tolerance of one in 1.000 and straight within a tolerance of one in 1000. 3.3 INSTALLATION OF ACOUSTICAL MATERIALS A. "T" grid system: Install acoustical ceiling boards so linearity of facing is as directed by the Architect. B. Sound walls: Set acoustical ceiling boards in four con- tinuous beads of 1/4" diameter sealant, one at top of each edge of the gypsum drywall and two on top of the top metal runner track. 3.4 CLEANING UP A. In addition to other stipulated requirements for cleaning, completely remove finger prints and traces of soil from the surfaces of grid and acoustical materials, using only those cleaning materials recommended for the purpose by the manufacturer of the material being cleaned. 86:0007 END OF SECTION ACOUSTICAL CEILINGS 09510-3 • • FWA M SECTION 09665 RESILIENT SHEET FLOORING PART 1 - GENERAL 1.1 DESCRIPTION A. Work included: Provide resilient sheet flooring where shown on the Drawings, as specified herein, and as needed for a complete and proper installation. B. Related work: 1. Documents affecting work of this Section include, but are not necessarily limited to, General Conditions, Supplementary Conditions, and Sections in Division 1 of these Specifications. 1.2 QUALITY ASSURANCE A. Use adequate numbers of skilled workmen who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with'the specified requirements and the methods needed for proper performance of the work of this Section. 1.3 SUBMITTALS A. Comply with pertinent provisions of Section 01340. B. Product data: Within 60 calendar days after the Contractor has received the Owner's Notice to Proceed, submit:. 1. Materials list of items proposed to be provided under this Section; 2. Manufacturer's specifications and other data needed to prove compliance with the specified requirements; 3. Samples of each item, color, and pattern available in the specified grades from the proposed manufacturers. 4. Manufacturer's recommended installation procedures which, when approved by the Architect, will become the basis for accepting or rejecting actual installation procedures used on the Work. 1.4 PRODUCT HANDLING A. Comply with pertinent provisions of Section 01640. 86:07 RESILIENT SHEET FLOORING 09665-1 u 1.5 EXTRA STOCK A. Deliver to the Owner for his use in future modifications an extra stock of approximately 10% of each color and pat- tern in each material installed under this Section, pack- aging each type of material separately, distinctly marked, and adequately protected against deterioration. PART 2 - PRODUCTS 2.1 MATERIALS, GENERAL A. Provide colors and patterns as selected by the Architect from standard colors and patterns of the approved manufac- turer in the specified type. B. Adhesives: 1. Provide waterproof and stabilized type adhesive as recommended by the manufacturer of the material being installed. 2. Asphalt emulsions and other non -waterproof adhesives will not be acceptable. C. Concrete slab primer: Provide non -staining type as re- quired and as recommended by the manufacturer of the mate- rial being installed. 2.2 ' RESILIENT MATERIALS A. Sheet vinyl: 1. Provide Armstrong "Premier Sundial Solarian," or equal approved in advance by the Architect. 2. Provide cove accessory items, including metal trim edge, as required. 2.3 OTHER MATERIALS A. Provide other materials, not specifically described but re- quired for complete and proper installation, as selected by the Contractor subject to the approval of the Architect. PART 3 - EXECUTION 3.1 SURFACE CONDITIONS A. Examine the areas and conditions under which work of this • Section will be performed. Correct conditions detrimental to timely and proper completion of the Work. Do not pro- ceed until unsatisfactory conditions are corrected. RESILIENT SHEET FLOORING $6:07 09665-2 u 3.2 PREPARATION A. Subfloors: 1. Verify that substrate is smooth, level, at required finish elevation, and without more than 1/8" in 10'-0" variation from level or slopes shown on the Drawings. 2. Prior to laying materials, broom clean or vacuum the surfaces to be covered, and inspect the subfloors. B. Priming: 1. Apply concrete slab primer if so recommended by the resilient flooring.manufacturer. 2. Apply in accordance with the manufacturer's recommen- dations as approved by the Architect. 3.3 INSTALLATION A. General: 1. Install materials only after finishing operations, in- cluding painting, have been completed and after perma- nent heating system is operating. 2. Verify that moisture content of concrete slabs, build- ing air temperature, and relative humidity are within the limits recommended by the manufacturers of the materials used. 3. -Maintain reference maZkers, holes, and. openings that are in place or plainly marked for future cutting by repeating on the finish surface as marked in the sub - floor. Use chalk or other non -permanent marking de- vice. B. Installing sheet vinyl: 1. Cut sheet material into required lengths and sizes. 2. Layout and cut to achieve minimum number of seams and for pattern match between abutting edges. Double -cut if required. 3. Lay cut sheets flat and allow to come to room tempera- ture prior to installation. 4. Install the sheets, and roll the floor surface to work wrinkles and air pockets out past the outer edges. 5. Fit the sheet vinyl neatly and tightly into breaks and recesses, against bases, around pipes and penetra- tions, under saddles and thresholds, and around perma- nent cabinets and equipment. 6. Where integral base is called for: a. Provide cove strip to ease transition at intersec- tion between floor and wall; b. Cut, fit, and miter -weld at internal and external corners. c. Cap exposed edge with metal trim securely fastened in place, with top edge of trim level, and with all trim joints mitered. RESILIENT SHEET FLOORING 86:07 09665-3 • 3.4 CLEANING AND PROTECTING A. Remove excess adhesive and other blemishes from exposed surfaces, using neutral c1E!aner recommended by the manufac- turer of the resilient materials. END OF SECTION E RESILIENT SHEET FLOORING 86:07 09665-4 • • SECTION 09900 PAINTING PART 1 - GENERAL 1.1 DESCRIPTION A. Work included: Paint.and finish the exterior and interior exposed surfaces, as specified herein, and as needed for a complete and proper installation. B. Related work: 1. Documents affecting work of this Section include, but are not necessarily limited to, General Conditions, Supplementary Conditions, and Sections in Division 1 of these Specifications. 2. Priming or priming and finishing of certain surfaces may be specified to be factory -performed or inntaller- performed under pertinent other Sections. C. Work not included: of 1. Unless otherwise indicated, painting .is not required on surfaces in concealed areas and inaccessible areas such as furred spaces, foundation spaces, utility tun- nels, pipe spaces, and duct shafts. 2. Metal surfaces of anodized aluminum, stainless steel, chromium plate, copper, bronze, and similar finished materials will not require painting under this Section except as may be so specified. 3. Do not paint moving parts of operating units; Mechani- cal or electrical parts such as valve operators; link- ages; sensing devices; and motor shafts, unless other- wise indicated. 4. Do not paint over required labels or equipment identi- fication, performance rating, name, or nomenclature plates. D. Definitions: 1. "Paint," as used herein, means coating systems materi- als including primers, emulsions, epoxy, enamels, sealers, fillers, and other applied materials whether used as prime, intermediate, or finish coats. 1.2 QUALITY ASSURANCE A. Use adequate numbers of skilled workmen who are thoroughly trained and experienced in the necess<<ry crafts and who are 86:07 PATNTINC 09900-1 0 completely familiar with the specified requirements and the methods needed for proper performance of the work of this Section. B. Paint coordination: 1. Provide finish coats which are compatible with the prime coats actually used. 2. Review other Sections of these Specifications as re- quired, verifying the prime coats to be used and as- suring compatibility of the total coating system for the various substrata. 3. Upon request, furnish information on the characteris- tics of the specific finish materials to assure that compatible prime coats are used. 4. Provide barrier coats over noncompatible primers, or remove the primer and reprime as required. 5. Notify the Architect in writing of anticipated prob- lems in using the specified coating systems over prime - coatings supplied under other Sections. 1.3 SUBMITTALS A. Comply with pertinent provisions of Section 01340. B. Product data: Within 35 calendar days after the Contractor has received the Owner's Notice to Proceed, submit: l.- Materials list of items proposed to be provided under this Section; 2. Manufacturer's specifications and other data needed to prove compliance with the specified requirements. C. Samples: 1. Following the selection of colors and glosses by the Architect, as described under "Color Schedules" in Part 2 of this Section, submit Samples for the Archi- tect's review. a. Provide three Samples of each color and each gloss for .each material on which the finish is specified to be applied. b. Except as otherwise directed by the Architect, make Samples approximately 8" x 10" in size. c. If so directed by the Architect, submit Samples during progress of the Work in the form of actual application of the approved materials on actual surfaces to be painted. 2. Revise and resubmit each Sample as requested until the required gloss, color, and texture is achieved. Such Samples, when approved, will become standards of color and finish for.accepting or rejecting the work of this Section. 3. Do not commence finish painting until approved Samples are on file at the job site. PAINTING 86:07 09900-2 0 1.4 PRODUCT HANDLING " A. Comply with pertinent provisions of Section 01640. 1.5 JOB CONDITIONS A. Do not apply solvent -thinned paints when the temperature of surfaces to be painted and the surrounding air tempera- tures are below 45 degrees F, unless otherwise permitted by the manufacturers' printed instructions as approved by the Architect. B. Weather conditions: 1. Do not apply paint in snow, rain, fog, or mist; or when the relative humidity exceeds 85%; or to damp or wet surfaces, unless otherwise permitted by the manu- facturers' printed instructions as approved by the Architect. 2. Applications may be continued during inclement weather only within the temperature limits specified by the paint manufacturer as being suitable for use during application and drying periods. 1.6 EXTRA STOCK A. Upon completion of the work of this Section, deliver to the Owner an extra stock equaling 10% of each color, type, and gloss of paint used in the Work, tightly sealing each container, and clearly :labeling with contents and loca- tion where used. PART 2 - PRODUCTS 2.1 PAINT MATERIALS A. Acceptable materials: 1. Products manufactured by Glidden, Pratt & Lambert and Sherwin Williams will be accepted. 2. Products of other manufacturers approved in advance by the Architect may be substituted. B. Undercoats and thinners: 1. Provide undercoat paint produced by the same manufac- PAINTING 86 : -J7 09900-3 3 turer as the finish coat. 2. Use only the thinners recommended by the paint manu- facturer, and use only to the recommended limits. 3. Insofar as practicable, use undercoat, finish coat, and thinner material as parts of a unified system of paint finish. 2.2 COLOR SCHEDULES A. The Architect will prepare a color schedule with samples for guidance in painting. B. The Architect may select, allocate, and vary colors on different surfaces throughout the Work, subject to the following. 1. Exterior work: A maximum of 3 different colors will be used, with variations for trim, doors, miscel- laneous work, and metal work. 2. Interior work: A maximum of 5 different pigmented colors will be used, with variations for trim and wall surfaces and wainscots. 2.3 APPLICATION EQUIPMENT A. For application of the approved paint, use only such equipment as is recommended for application of the partic- ular paint by the manufacturer of the particular paint, and as approved by the Architect. B. Priorto use of application equipment, verify that the proposed equipment is actually compatible with the materi- al to be applied, and that integrity of the finish will not be jeopardized by use of the proposed equipment. 2.4 OTHER MATERIALS A. Provide other materials, not specifically described but re- quired for a complete and proper installation, as selected by the Contractor subject to the approval of the Architect. PART 3 - EXECUTION 3.1 SURFACE CONDITIONS A. Examine the areas and conditions under which worn of this • Section will be performed. Correct conditions detrimental to timely and proper completion of the Work. Do not pro- ceed until unsatisfactory conditions are corrected. 86:07 PAINTING 09900-4 • 3.2 MATERIALS PREPARATION A. General: 1. Mix and prepare paint materials in strict accordance with the manufacturers' recommendations as approved by the Architect. 2. When materials are not in use, store in tightly cover- ed containers. 3. Maintain containers used in storage, mixing, and ap- plication of paint in a clean condition, free from foreign materials and residue. B. Stirring: 1. Stir materials before application, producing a mixture of uniform density. 2. Do not stir into the material any film which may form on the surface, but remove the film and, if necessary, strain the material before using. 3.3 SURFACE PREPARATION A. General: 1. Perform preparation and cleaning procedures in strict accordance with the paint manufacturers' recommenda- tions as approved by the Architect. 2. _Remove removable itents'which are in place and are not scheduled to receive: paint finish; or provide surface - applied protection prior to surface preparation and painting operations. 3. Following completion of painting in each space or area, reinstall the removed items by using workmen who are skilled in the necessary trades. 4. Clean each surface to be painted prior to applying paint of surface treatment. 5. Remove oil.and grease with clean cloths and cleaning solvent of low toxicity and flash point in excess of 200 degrees F, prior to start of mechanical cleaning. 6. Schedule the cleaning and painting so that dust and other contaminants from the cleaning process will not fall onto wet newly painted surfaces. B. Preparation of wood surfaces: 1. Clean wood surfaces until free from dirt, oil, and other foreign substance. 2. Smooth finished wood surfaces exposed to view, using the proper sandpaper. Where so required, use varying degrees of coarseness in sandpaper to produce a uni- formly smooth and unmarred wood surface. 3. Unless specifically approved by the Architect, do not proceed with painting of wood surfaces until the mois- ture content of the wood is 12% or less as measured by a moisture meter approved by the Architect. 86:07 PAINTING 09900-5 3.4 C. Preparation of metal surtaces: 1. Thoroughly clean surfaces until free from.dirt, oil, and grease. 2. On galvanized surfaces, use solvent for the initial cleaning, and then treat the surface thoroughly with phosphoric acid etch. Remove etching solution com- pletely before proceeding. 3. Allow to dry thoroughly before application of paint. . .1 PAINT APPLICATION A. General: 1. Touchup shop -applied prime coats which have been dam- aged, and touchup bare areas prior to start of finish coats application. 2. Slightly vary the color of succeeding coats. a. Do not apply additional coats until the completed coat has been inspected and approved. b. Only the inspected and approved coats of paint will be considered in determining the number of coats applied. 3. Sand and dust between coats to remove defects visible to the unaided eye from a distance of five feet. 4. On removable panels and hinged panels, paint the back sides to match the exposed sides. B. Drying: 1. Allow sufficient drying time between coats, modifying the period as recommended by the material manufacturer to suit adverse weather conditions. 2. Consider oil -base and oleo -resinous solvent -type paint as dry for recoating when the paint feels firm, does .not deform or feel sticky under moderate pressure of the thumb,:.and,when the application of another coat of paint does not cause lifting or loss of adhesion of the undercoat. C. Brush applications: 1. Brush out and work the an even film. brush coats onto the surface in 2. Cloudiness, spotting, holidays, laps, brush marks, runs, sags, ropiness, and other surface imperfections will not be acceptable. D. Spray application: 1. Except as specifically otherwise approved by the Arch- itect,_confine spray application to metal framework and similar surfaces where hand brush work would be infer- ior. 2. Where spray application is used, apply each coat to provide the hiding equivalent of brush coats. 3. Do not double back with spray equipment to build up film thickness of two coats in one pass. PAINTING 86:07 09900-6 • • L] E. For completed work, match the approved Samples as to tex- ture, color, and coverage. Remove, refinish, or repaint work not in compliance with the specified requirements. F. Miscellaneous surfaces and procedures: 1. Exposed mechanical items: a. Finish electric panels, access doors, conduits, pipes, ducts, grilles, registers, vents, and items of similar nature to match the adjacent wall and ceiling surfaces, or as directed. b. Paint visible duct surfaces behind vents, regis- ters, and grilles flat black. c. Wash metal with solvent, prime, and apply two coats of alkyd enamel. 2. Exposed pipe and duct insulation: a. Apply one coat of latex paint on insulation which has been sized or primed under other Sections; ap- ply two coats on such surfaces when unprepared. b. Match color of adjacent surfaces. c. Remove band before painting, and replace after painting. 3. Hardware: Paint prime coated hardware to match adja- cent surfaces. 4. Wet areas: a. In toilet rooms and contiguous areas, add an ap- proved fungicide to paints. b. For oil base paints, use 1% phenolmercuric; or 4% tetrachlorophenol. c. For water emulsion and glue size surfaces, use 4% sodium tetrachlorophenate. 5. Interior: Use "stipple" finish where enamel is speci- fied. 6. Exposed vents: .Apply two coats of heat -resistant paint approved by the Architect. END OF SECTION 86:07 PAINTING 09900-7 • SECTION 10521 PORTABLE FIRE EXTINGUISHERS PART 1 - GENERAL 1.1 DESCRIPTION A. Work included: Provide hand -portable fire extinguishers where shown on the Drawings, as specified herein, and as needed for a complete and proper installation. B. Related work: 1. Documents affecting work of this Section include, but are not necessarily limited to, General Conditions, Supplementary Conditions, and Sections in Division 1 of these Specifications. 1.2 QUALITY ASSURANCE A. Use adequate numbers of skilled workmen who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of the work of this Section. 1.3 SUBMITTALS A. Comply with pertinent provisions of Section 01340. B. Product data: Within 60 calendar days after the Contractor has received the Owner's Notice to Proceed, submit: . 1. Materials list of items proposed to be provided under this Section; 2. Manufacturer's specifications, catalog cuts, and other data needed to demonstrate compliance with the speci- fied requirements; 3.Manufacturer's recommended installation procedures which, when approved by the Architect, will become the basis for accepting or rejecting actual installation procedures used on the Work. 1.4 PRODUCT HANDLING • A. Comply with pertinent provisions of Section 01640. PORTABLE FIRE EXTINGUISHERS 86:07 10521-1 PART 2 - PRODUCTS 2.1 FIRE EXTINGUISHERS A. At each location where shown on the Drawings, provide one multi-purpose chemical fire extinguisher with UL rating of 2A-10 B:C, "J.L. Industries lvlouel "Cosmic" 5E", or gqual approved in advance by the Architect. B. Except where indicated to be mounted within cabinets, pro- vide the manufacturer's standard wall -mounting bracket for each fire extinguisher. C. Service, charge, and tag each fire extinguisher not more than five calendar days prior to the Date of Substantial Completion of the Work as that Date is established by the Architect. PART 3 - EXECUTION 3.1 SURFACE CONDITIONS A. Examine the areas and conditions under which work of this Section will be performed. Correct conditions detrimental to timely and proper completion of the Work. Do not pro- ceed until unsatisfactory conditions are corrected. 3.2 INSTALLATION A. Install the work of. this Section in strict accordance with the manufacturers' recommendations as approved by the Archi- tect, anchoring all components firmly into position for long life under hard use. END OF SECTION C PORTABLE FIRE EXTINGUISHERS 86:07 10521-2 L SECTION 10800 TOILET ROOM ACCESSORIES PART 1 - GENERAL 1.1 DESCRIPTION A. Work included: Provide toilet room accessories where in- dicated on the Drawings, as specified herein, and as need- ed for a complete and proper installation. B. Related work: 1. Documents affecting work of this Section include, but are not necessarily limited to, General Conditions, Supplementary Conditions, and Sections in Division 1 of these Specifications. 1.2 QUALITY ASSURANCE A. Use adequate numbers of skilled workmen who are thoroughly trained and experience4 in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of the work of this r • Section. 1.3 PRODUCT HANDLING A. Comply with pertinent provisions of Section 01640. PART 2 PRODUCTS 2.1 TOILET ROOM ACCESSORIES A. Provide the following products of Bobrick Washroom Equipment Company, or equal approved in advance by the Architect: 1. Recessed Paper Towel Dispenser: a. `Number: B-35903 b. Size: 13" wide x 19" high x 35/8" deep • C. Mount: 52" high for handicapped d. Finish: Satin Stainless Steel 86:07 TOILET ROOM ACCESSORIES ].0800-1 • 2. Surface Mounted Roll tissue dispenser b. Size: 16" x 30" (B-293) , c. Mount: 42" bottom of mirror to finish floor (B-293) d. Finish: Satin Stainless steel 2.2 MIRRORS A. Where shown on eche Drawincts, provide 1/4" polished plate glass or float glass mirtcrs, with clear coated aluminum frames, in the dimensions and arrangements indicated. 2.3 .OTHER MATERIALS A. Provide other materials, not specifically described but re- quired for a complete and proper installation, as selected by the Contractor subject to the approval of the Architect. PART 3 - EXECUTION 3.1 SURFACE CONDITIONS A. Examine the areas and conditions under which work of this Section will be performed. Correct conditions detrimental 86:G7 TOILET ROOM ACCESSORIES 10800-2 rI LJ a. Number: B-2730 b. Size: 7 7/16" wide x 2 5/8" deep x 12;" high c. Mount: 30" high for handicappod d. Finish: Satin stainless steel. 3. R--cEssed feminine napkin and tampon vendor and dis- posal a. Number: 35074 b. Size: 16 5/8" wide x 6" deep x 40�" hiyh C. Mount: 57" high nor handicapped d. Finish: Satin stainless steel 4. Wheelchair toilet compartment grab bar: a. Number: B-6293 b. Size: 52" lonci x 1V diameter c. Mount: 33", with 1�" wall clearance; two required d. Finish: Satin stainless steel.. 5. Non -corrosive valve recessed soar, dispenser a. Number: B-306 b. Size: 9�" wide x 4" deep x 5V' high c. Mount: As showy on drawirngs accessible to handicapped. d. finish: Satin stainless steel. • 6. Surface Mounted Mirror a. Number: B-293 b. Size: 16" x 30" (B-293) , c. Mount: 42" bottom of mirror to finish floor (B-293) d. Finish: Satin Stainless steel 2.2 MIRRORS A. Where shown on eche Drawincts, provide 1/4" polished plate glass or float glass mirtcrs, with clear coated aluminum frames, in the dimensions and arrangements indicated. 2.3 .OTHER MATERIALS A. Provide other materials, not specifically described but re- quired for a complete and proper installation, as selected by the Contractor subject to the approval of the Architect. PART 3 - EXECUTION 3.1 SURFACE CONDITIONS A. Examine the areas and conditions under which work of this Section will be performed. Correct conditions detrimental 86:G7 TOILET ROOM ACCESSORIES 10800-2 rI LJ 0 to timely and proper completion of the Work. Do nc,t pro- ceed until unsatisfactory conditions are corrected. 3.2 INSTALLATION A. Coordinate as required with other trades to assure proper and adequate provision in the work of those trades for in- terface with the work of this Section. B. Install each item in its, proper location, firmly anchored into position, level and. plumb, and in accordance with the manufacturer's recommendations. END OF SECTION TOILET ROOM ACCESSORIES 66:07 10800-3 SECTION 15400 PLUMBING PART ONE' - GENERAL 1.1 DESCRIPTION 1.1.1 WORK INCLUDED: Provide Plumbing system complete with equipment, connections, trimmings and accessories as indicated and/or specified. Plumbing work required for this Work is shown on the drawings and includes, but is not necessarily limited to furnishing and installing: (1) Systems of drainage, storm, waste and vent including all connections as specified, indicated or required. (2) Distribution systems of hot and cold water with connections to all plumbing fixtures and equipment indicated. (3) Domestic water heating. , , (4) Hot water space heating piping and fuel supply piping and connections. (5) Hangers, anchors, inserts, pipe sleeves, escutcheons, access doors as indicated, specified or required. (6) Insulation (7) Cleaning and testing. (8) Pipe, equipment, identification and painting. (9) Secure all permits and pay inspection fees. (10) Applicable provisions of coordination with electrical and mechanical work. (11) All excavation and backfill as required. (12) Plumbing fixtures and trim. • (13) Installation of toilet room accessories furnished by general construction section and/or as shown on drawings. (14) All other plumbing items and work indicated on the drawings 86.07 Plumbing: 15400-1 • or described in these Specifications, plus all other plumbing items and work required for a complete and proper installation, including reduced pressure zone devices. 1.1.2 RELATED WORK DESCRIBED ELSEWHERE: (1) Perform all trenching and backfilling required in connection with the work of this section. (2) Provide all required plumbing connections and service to items described in all other Sections of these Specifications. 1.1.3 INTENT: The work of this section includes, but is not necessarily limited tc all labor, material and equipment required to properly install, equip, adjust, and put into first class operation a complete plumbing system including piping, connections, fixtures and equipment. 1.1.4 DIAGRAMMATIC DRAWINGS: 'All work shown on the drawings is diagrammatic. The Contractor shall coordinate the work of all trades. Do not scale drawings for fixture or piping locations. Verify all equipment, space allocated and fixture, outlet and piping locations with architectural, electrical, fire alarm systems and mechanical drawings before commencing work. 1.2 QUALITY ASSURANCE 1.2.1 QUALIFICATIONS OF INSTALLERS: For the actual fabrication, installation, and testing of the work of this Section, use only thoroughly trained and expvt-lence:d workmen completely familiar with the items required and with the manufacturers recommended methods of installation. In acceptance or rejection of the installed work, no allowance will be made for lack of skill on the part of workmen. 1.2.2 CODES AND STANDARDS: All Plumbing work and materials shall comply with the applicable local, state and national codes, ordinances and regulations affecting materials and methods of installation. All work shall conform to The National Plumbing Code, New York State Health Department and Local • Health Authority which shall constitute minimum requirements as approved. Follow recommended practices as set down by ANSI, ASA, ASME, ASTM, ASHRAE, OSHA, and ASSE as they apply 86: 0 7 P I uwb I ng : 15400-2 to this project. 1.3 SUBMISSIONS 1.3.1 GENERAL: Comply with the provisions of all applicable Sections of this Specification. 1.3.2 PRODUCT DATA; Within 35 calendar days after award of the Contract, submit: (1) A complete list of all materials proposed to be furnished and installed under this Section. Namely: (a) All valves (b) Plumbing fixtures (c) Piping and fittings (d) Piping specialities (Roof drains, etc.) (e) Insulation (f) Equipment (Heaters, coils, etc.) (2) The Contractor shall secure descriptive drawings, or catalog cuts of equipment to be furnished under his contract. No equipment shall be ordered until it has been approved. All equipment of the same type shall be of the same manufacturer. (3) Manufacturers specifications and catalog cuts as required to demonstrate compliance with the specified requirements. (4) Manufacturers recommended installation procedures which, when approved by the Architect, will become the basis for inspecting and accepting or rejecting actual installation procedures used on the.work. 1.3.3 RECORD DOCUMENTS: During progress of the Work, maintain an accurate record of all changes made in the plumbing system from the layout and materials shown on the approved submittals. 1.3.4 MANUALS: Upon completion of this portion of the Work, and as a condition of its acceptance, deliver to the Owner operating and other manuals as called for in these Specifications. 1.4 PRODUCT HANDLING 86:07 Plumbing: 15400-3 1.4.1 1.4.2 86:07 PROTEC';ION: Use all means necessary to prutect the materials of this Section before, during, and after installation and to protect the work and materials of all other trades. REPLACEMENTS: In the event of damage, immediately make all repairs and replacements necessary to the approval ut the Architect and at no additional cost to the Owner. I'IumbIng: 15400-4 • PART TWO - PRODUCTS 2.1 EQUIPMENT AND MATERIALS 2.1.1 GENERAL: All equipment. shall be the capacity and types shown on the drawings and shall be the listed manufacturer. All material shall be new and of first class quality. Material shall conform to all accepted trade standards, codes, ordinances, regulations, or requirements governing same, and shall be approved before being installed. 2.1.2 SINGLE SOURCE 2.1.2.1 For ease of maintenance and parts replacement, to the maximum extent possible use equipment of a single manufacturer. 2.1.2.2 The Architect reserves the right to reject any materials list which contains equipment from various manufacturers if suitable materials can be -secured from fewer manufacturers, and to require source of materials to be unified to the maximum extent possible. 2.2 PIPE 2.2.1 SOIL, WASTE AND VENTS I:N BUILDING: 2.2.1.1 Pipe and pipe fitting material shall be in accordance with the following schedule except where otherwise indicated, specified or required. (1) Waste piping below grade, all sizes: Cast iron soil pipe, asphalt coated service weight (ASTM A74), Bell and Spigot ends with compression joints. (2) Waste and vent piping above grade, all sizes: Standard weight, cast iron, no -hub drainage fittings. (3) Storm -Below grade, all sizes: Cast iron soil pipe, asphalt coated service weight (ASTM A74), Bell and Spigot ends and Rubber ring gasket. • (4) Storm -Above grade, all sizes: Cast iron soil pipe service weight (ASTM A74), no -hub drainage fittings and joints. Plumbing: 15400-5 86:07 r� U (5) Domestic hot, hot water recirculating, cold water piping -above grade, 4" & Less: Copper tube, Type 1. with bronze or copper solder fittings. (6) Domestic cold water piping -above grade, Above 4": Convent lined ductile iron with flanged joints and finings. (7) Domestic cold water piping -below grade, Above 4" & Less: Copper tube, Type K with bronze or copper solder fittings. (8) Domestic cold water piping -below grade, Above 4": Cement lined (ANSI A21.4 - 1971) ductile iron with mechanical joint and fittings. 2.2.1.2 Where changes in pipe sizes occur, use only reducing fittings. For drainage piping changes in direction, use long -sweep where possible. 2.2.1.3 All pipe and fittings shall conform to the requirements of Commercial Standard A ,188-66. 2.2.1.4 At the Contractor's ot)Lion, compression -type pipe an,1 fittings with neoprene joints may be used in lieu of those specified above, if approved by designated authority. 2.2.1.5 Joints shall equal or exceed those of Cladding-McBeui► "Speed Seal", and shall conform in all respects with the manufacturer's recommendations. 2.2.1.6 All hot and cold water piping, unless otherwise shown on the Drawings, shall be hard -drawn copper tube equaling or exceeding the quullty of "Hoyuuldr+", imide up with wrought or forged copper fittings and 95-5 tln-antimony solder. 2.2.1.7 Provide stops for all fixture supplies. 2.3 PIPE WRAPPING: Wrap all pipe buried in the ground, and other pipe where so noted on the Drawings, with "Scotchrap". Wrap all straight runs with 0.020 -inch thick tape, spirally applied in half -lap layers. Pre -wrap all joints, valves, and similar • irregular surfaces using 0.010 -inch thick tape. 6: 07 1' 1 tam b I n g: 15400-6 • 2.4 VALVES: All valve design is based on the use of "Walworth" in the models shown below. Provide valves equaling or exceeding; the quality of those upon which design is based: TYPE: SIZE RANGE: PART NUMBER: (1) Gate 3 -inch and smaller 3 (2) Globe 2 -inch and smaller 95 (3) Check 3 -inch and smaller 412 2.5 VALVE BOXES All valve boxes, unless otherwise shown on the Drawings, shall equal or exceed the quality of "rorni", traffic type, of the required depth, aid shall have lock type cast iron covers labeled WATER or GAS as required. 2.6 _ PIPE SLEEVES AND ESCUTC:HEdNS All pipe sleeves and escutcheons shall equal or exceed the quality of "Adjusto-Crete", shall have ample clearance for pipe and covering, and shall have chrome plated wall and floor escutcheons over the pipe in finished areas. 2.7 HANGERS AND SUPPORTS 2.7.1 HANGERS AND SUPPORTS, unless otherwise shown on the Drawings, shall equal or exceed the quality of "Grinnel" or 'Superstrut. 2.7.2 HANGER RODS shall conform to the following: PIPE SIZE: ROD DIAMETER: (1) 1/2 inch to 2 inch 3/8 inch (2) 2-1/2 inch to 3-1/2 inch 1/2 inch (3) 4 inch to 5 inch 5/8 inch At the Contractor's option, trapeze hangers may be used • where parallel runs of pipe occur. All rods on trapeze hangers shall be 1/2 inch minimum. b6 d� Plumbing: 15400-7 2.8 VENT FLASHING Provide vent flashinn at eawh vent through ►he roof, equal to or exceeding the quality of "Semco" humour 1100--2 flashing and counterflashing. 2.9 SHOCK ABSORBERS Provide shock absorbers as required, equaling or exceeding the quality of "Hydrotrol". 2.10 CLEANOUTS 2.10.1 GENERAL: Provide cleanouts as required, equaling or exceeding the quality of the following: (1) Floor cleanouts: J.,R. Smith, #4016 _(2) Grade cleanouts: J.. R. Smith, #4011 with round frame and cover. (3) Wall cleanouts: "Tee" fitting with J. R. Smith #4531 or #4551, and chrome plated access cover. 2.10.2 FINISHES: All exposed parts of floor cleanouts in finished areas shall be scoriated nickel bronze. All other interior cleanouts shall be polished scoriated bronze. All grade cleanouts shall have rough scoriated bronze covers. 2.11 ISOLATION Isolate all dissimllur mein!►► with luol"fors equaling or exceeding the quality of MCU" dielectric unions. 2.12 FLOOR DRAINS Provide floor drains as shown on the drawings equaling or exceeding the quality of "Wade" with strainer. 2.13 INSULATION Pipe insulating Wet Js shall equal or exceed the quality • of the following: 46 : 07 MU11h l "R 15400-8 • (1) Cold water piping "Martell No -Drip" plastic, concealed within to a minimum thickness walls or ceiling: of 1/16 inch. (2) Hot water piping: "Gustin-Bacon Snap-On" 3/4 inch thick covering with integral canvas jacket. 2.13.1 Pipe insulation shall be in conformance to all applicable Local, state and Federal Codes. 2.14 ACCESS PLATES Provide access plates equaling or exceeding the quality of Smith number 4760, prime coated steel for painted walls, with Allen key locking devices. 2.15 FIXTURES AND EQUIPMENT Provide fixtures and equipment equaling or exceeding the quality of the manufacturer and model numbers shown on the Drawings, complete with all required stops, supplies, backing drain, trim, and other items necessary. All fixtures shall be in color "white". 2.16 OTHER MATERIALS All other materials, not specifically described but required for a complete and proper installation of the work of this Section, shall be new, first quality of their respective kinds, and as selected by the Contractor subject to the approval of the Architect. 86:07 Plumbing : 15400-9 3.00 PART THREE — EXECUTION, ML"FHODS AND WORKMANSHIP 3.1 INSPECTION: 3.1.1 Examine the areas and conditions under which work of this Section will be installed. Verify that the work of this Section may be completed, in a timely fashion, in strict accordance with all pertinent codes and regulations, the approved Shop drawings, and the manufacturers' recommendations. 3.1.2 DISCREPANCIES: In the event of discrepancy, immediately notify the Owner. Do not proceed in areas of discrepancy until all such discrepancies have been fully resolved. 3.1.3 Prior to all wurk of this Section, carefully inspect the installed work of all other trades and verify that al.l such work is complete to the point where this installation may properly commence. 3.2 PLUMBING SYSTEM LAYOUT 3.2.1 Lay out the plumbing system in careful coordination with the Drawings, determining proper elevations for all components of the system and using only the minimum number of bends to produce a satisfactorily functioning system.Follow the general layout shown on the Drawings in all cases except where other work may interfere. Lay out all pipes to fall within partitions, walls, or roof cavities, and to riot require furring ul h) -r• l luiii uei rjhuwn un t he Drnwh%4. 3.3 TRENCHING AND BACKFHAA NC 3.3.1 TRENCHING: 3.3.1.1 Dig trenches straight and true to line and grade, with bottom of trench tree from rock points and with pipe cushion consisting of either undisturbed natural soil or compacted fine sand. 3.3.1.2 Provide a minimum trench width of 16 inches for main soil and drainage pipe, and a minimum of: 24 inches cover below finished grade wherever conditions will permit. 86 : 07 1' 1 mlili I ill i 11)400-10 • 7 3.3.1.3 Where field conditions require variance from these minimums, secure the Architect's approval before proceeding with the variance. Perform all such variances at no additional cost to the Owner. 3.3.2 BACKFILLING: 3.3.2.1 Backfill promptly upon receipt of all necessary approvals, using stockpiled material excavated from the trench, or using other material approved by the Architect. 3.3.2.2 All backfill material shall be free from rocks, large clods, roots, and other foreigi, matter, and shall be compacted in six inch layers to a minimum of 95% compaction. 3.3.2.3 Jetting of backfill will not be permitted. 3.3.2.4 Promptly remove all excess excavated material from the site. 3.4 INSTALLATION, GENERAL 3.4.1 Do not cut into or reduce the size of and load -carrying member without the prior approval of the Architect. Install all pipes to clear all beams and obstructions and in accordance with the following: (1) Install all equipment, fixtures and piping in the locations shown on the approved Shop Drawings, except where specifically otherwise approved on the job by the Architect. (2) Locate all equipment, fixtures and piping accurately in the positions indicated in relation to other work. Position with sufficient clearance for normal service and maintenance. Provide level and plumb tolerances recommended by the manufacturer or required. (3) Avoid interference with structure, and with work of other trades, preserving adequate headroom and clearing all doors and passageways to the approval of the Architect. (4) Install all piping promptly, capping or plugging all open ends. (5) Cushion all traps and bearings to minimize transfer of sound. Provide complete isolation of all dissimilar metals. 86:07 Plumbing: 15400-11 • Firmly anchor all pipes into position. (6) Provide uniform pitch of at leasr 1/4 inch per foot for all horizontal -waste and soil piping within the building. Layout waste and soil piping to insure adequate clearances to the approval of the Architect. (7) Pitch all vents for proper drainage. Install vent piping with each bend 45 degrees minimum from the horizontal wherever structural conditions will permit. (8) Provide air chambers at all fixtures; 16 inch minimum length and same diameter as the branch. (9) Conceal all piping unless otherwise shown on the Drawings or as directed by the Architect. (10) Provide adequate number of properly located drainage outlets in supply piping. 0 (11) Inspect each piece of pipe, couplings, fittings, and equipment for defects and obstructions. Promptly remove all defective material from the site. 3.5 JOINTS AND CONNECTIONS: 3.5.1 PREPARATION: Properly ream all cut pipe. Cut all threads straight and true. Apply best quality teflon tape to male pipe threads, but not to inside the fittings. Use graphite on all cleanout plugs. 3.5.2 PACKING: Pack all Jolnl r► In ► an+I lion Hull and wilste pipe and fittings, usLnk oakum, and mururing wlth one inch deep caulking of lead. Fully and properly caulk and finish. 3.5.3 COPPER: Make all joints in copper tubing with 95-5 tin -antimony solder, applied In strict accordance with the manufacturer's recommendations. 3.6 HANGERS AND SUPPORTS: 3.6.1 SPACING: Do not exceed the following spacing, on centers: • 86:07 Pluwhlnµt 1140D-12 • TYPE OF PIPE: (1) Cast iron (2) Copper or Steel, 1-1/2 inch and smaller: (3) Copper or Steel, two inches and larger: SPACING: 5 feet 6 feet 10 feet 3.6.2 SUPPORTING: Use a separate hanger for each branch. Support vertical risers at the floor with extension pipe clamps approved by the Architect. Wherever insulated pipe is supported by ring hangers, the rings shall pass freely around the insulation. Protect the insulation at point of contact with saddles approved by the Architect. 3.7 MOUNTING: 3.7.1 Install mounting accessories, supports, hanger expansion joints, adaptors and any other appurtenances to adapt fixtures and equipment supplied to the conditions of use. 3.7.2 -Provide noise and vibration isolation items as required and in accordance with equipment manufacturer's recommendations. 3.7.3 Independently support piping at equipment, such as pumps, expansion tanks, boilers, duct mounted coils, etc., so that no weight (mass) is supported by the equipment. 3.7.4 Securely fasten fixtures and equipment to the building structure in accordance with manufacturer's recommendations and so that no floor, wall or ceiling structure is subjected to a load of more than 100 PSF, unless special structural reinforcement is submitted for approval. 3.8 INSULATION 3.8.1 COLD WATER PIPING: Coat all cold water piping concealed within walls and ceilings, using the specified plastic coating to a minimum thickness.of 1/16 inch, and applying in strict accordance with the manufacturer's recommendations. 3.8.2 HOT WATER PIPING: Insulate all hot water piping with the specified insulation, applying in strict accordance with the manufacturer's recommendations and all applicable codes to provide an energy efficient system. (1) Tightly butt and seal all joints together as per :86:07 Plumbing: 15400-13 manufacturer's specification. (2) Secure and seal all longitudinal seams. (3) No joints or seams with tape will be allowed or approved. (4) Insulate fittings with insulating cement. ►:o the thickness on the adjacent pipes. Apply insulation in two layers, allowing first coat to dry before applying the second coat. Trowel the final coat to a smooth .,Lid even finish, then cover the fittings with an eight ounce canvas and "Arabol Lagging Adhesive" t4i a smooth finished surface. Upon completion of insulating, finish all exposed canvas jacketing with two coat:. of "Arabol Lagging; Adhesive". (5) Alternate means or manufacture insulation to be suhmi.Lted for approval. 3.9 STERILIZATION OF PITT:S, CHLORINATION: 3.9.1 After preliminary purging; of the system, chiorinaLe the entire potable water sysLent in accurdauce with the current procedures of the American Water Works Association for flushing and disinfecting water mains, at►d in accordL lice with all other pertinent: rules and regulaLiuns. 3.9.2 Upon completion of sterilizing, Lhuroughly flush the enLire potable water system. 3.9.3 When sterilizing is complete, arrange with the pertinent authorities for tests oil mains and system. 3.9.4 Chlorinate only when the but -1 -ding is unoccupied. 3.9.5 CENT1V lCA'I'lON: Dol I vtsl At "Col -I I I It 111 11 ell Complel_ lull of Chlurl.uuLtoil" I Hit, Att ItIIet I . 3.10 CLOSINC IN UN1NSl'L.Cl'l l) WORK 3.10.1 Do not cover up or enclose work until i.t hos been properly and completely inspected and approved. Should any of the work be covered up or enclosed prior to tall required inspections and approvals, uncover the work as required and, after it has been completely inNpecLed Lind approved, nuke all repairs and replacements with such materials and workmanship as are necessary Lu Lha approval of the . Architect, and at no addiL.ionul cost to Lhe Owner. 86-: 07 I' 11111111 1111(1 1)400 -14 i 3.11 EXPOSED WORK: 3.11.1 Exposed work shall be installed in a neat and workmanlike manner. Pipe and fittings shall not be damaged or marred by tool marks. All runs of pipe shall be carried to true parallel lines, uniformly spaced and secured in p] -ace to allow for covering. Special care shall be taken in installing pipe work to prevent interference with piping, duct work, electrical conduits or lighting outlets. 3.11.2 In general, screws, bolts, fasteners, strips, hinges and other miscellaneous accessories at fixtures shall be of same finish as pipe work and fittings. 3.12 IDENTIFICATION 3.12.1 GENERAL: Provide a thorough and complete :3y�,tem of identification of all pipe and equipment, including valves and other appurtenances, to permit immediate and positive _ recognition of all components. 3.12.2 EQUIPMENT LABELS: All equipment furnished and installed under this Section shall be provided with the manufacturer's metal identification labels securely attached to each individual piece of equipment, and showing complete and comprehensive performance characteristics, size, model number and serial number. Labels shall be legible and accessible. 3.12.3 VALVES AND PIPING: All valves and pipes, except piping in inaccessible spaces, shall be identified with standard valve/pipe identification markers located for easy and maximum visibility. 3.13 LUBRICATION: 3.13.1 The Contractor shall be responsible for the proper and necessary lubrication of any items of operating, rotating of moving equipment which he will furnish, install, and will initially operate, and it will be the responsibility of the Contractor who energized the operating equipment, to be sure . of the proper lubrication before initial operation. 3.14 TESTS AND INSPECTIONS: 86:07 Plumbing: 15400-15 3.14.1 The Contractor shall provide all apparatus, personnel, temporary piping connections, or any other. requirements and test as necessary to demonstrate the integrity of the completed installation Lo the approval of all pertinent designated authorities and the Architect. Make all adjustments necessary to the cumpleL.ed system in accordance with accepted practice and with the data shown on the drawi+►gs. Ile shall take all clue precautions to prevent damage to the building or other contents incurred by such tests, as he will be required to repair at his own expense any damage so caused. 3.14.2 Any leaks, defects of defl.ciencies discovered as a result of the tests shall be immediately repaired or made good, and tests shall be repeated until the rest of- the requirements are fully complied with. No caulking o1: threaded pipe joints to remedy leak:; will bu pvrmitted. 3.14.3 SOIL. AND WASTE: Untebs otherwise directed, plug all openings and fill with water to it height: equal to the lowest vent. Allow Lo sLand one hunr or Lunger as required. Re-cuulk leaking jolnL:i as (I11-ecLed and Lhen re -Lett. 3.14.4 WATER LINES: 'Test and make tight at 150 psi water gage. Retain for four hours; repair all leaking joints as directed; and then re -test.. 3.14.5 VALVES: Test all valve bonnets for tightness. Test operate all valves,aL- least on(-.(! from eluyed-to-open-to-closed potilt.luny WhHo vulva Ir+ +Inilol- ToNt till auluuuatic va l vvti fur pr•upot. ++poi i+l I i,u Irl I llo r+ol 1 I ngri l nd lCnt ed . 'fest pressure rul le f vu 1 v+ -N tit (var+l t h rcur L I met+. 3.14.6 OTHER: Test all piping specialti+.s for proper operation. Test all air vent pointy to ensure Lhat air has been vented. 3.15 ARCHITECT'S RIGHT TO RET1,1S I' LNG 3.15.1 Should the Contractor refuse or neglec:L to make any tesLs necessary to demonstrate the iuLeµr•tty of the completed system, the Owner may re Li l.n Lhe cervices of an outside consultant to make all such tc•Nt:N and their resulting • adjustments and balance. 3.15.2 rhe costs for such tvtitti t+hal I h+l dc1due-tnd frum amounts 86: UT- 1'luoililultt 1`i400-16 �m owing to the Contractor and shall not be borne by the Owner. 3.16 OPERATION AND MAINTENANCE INSTRUCTIONS: 3.16.1 The period of instruction by the Contractor shall be established by agreement between the Owner and the Contractor. 3.16.2 The Contractor shall provide the services of a competent engineer or mechanic for this inspection/instruction period. During this time, the Contractor shall train simultaneously all operating personnel a_;signed by the Owner in the care, adjustment and operation of the system. He shall also make such minor adjustments as may be required during this period. This period shall not run concurrently with the testing, cleaning and adjustment of the installation. 3.17 CLEANING: 3.17.1 GENERAL: It is the int.enb of this specification that the mechanical equipment and all plumbing products and fixtures provided under this contract shall be completely cleaned inside and outside prior to acceptance of the work by the Owner. This requirement shall be strictly enforced, and this Contractor shall be responsible for protecting such equipment from the effect of work by other trades and for having necessary cleaning performed to the Owner's satisfaction. 3.17.2 All construction debris attributable to this contract will removed from the site. All spaces shall be left neat and clean upon completion of this work. 3.18 CLOSING IN OF UNINSPECTED WORK 3.18.1 GENERAL: Do not allow or cause any of the work of this Section to be covered up or enclosed until it has been inspected, tested, and approved by the Architect and by all other designated authorities having jurisdiction. 3.18.2 UNCOVERING: Should any of the work of this Section be covered up or enclosed before it has been completely • inspected, tested, and approved, do all things necessary to uncover all such work. After the work has been completely inspected, tested, and -approved, provide all materials and 86:-07 Plumbing: 15400-17 labor necessary and make all repairs necessary to restore the work,to its original and proper condition at no additional cost to the Owner. 3.19 COOPERATION WIT11 OTHER TRADES 3.19.1 Do all things necessary to cooperate with other trades in order that all systems in the Work may be installed -in the best arrangement. Coordinate as required with all oviier trades to share space in common areas and to pct,vide the maximum of access to e,3c-h system. END OF SECTION • 8s -.-m__ P himb i ng i P)400-18 • if . DIVISION 15 Section 15600 HVAC Part 1 - General 1.1 GENERAL 1.1.1 The Contractor is hereby referred to any Advertisement, Information for Bidders, Form Contract including the General Conditions, Bid Form, Bond Forms, etc., which are a part of this contract whether attached hereto or not. No subcontract shall contain provisions, no arrangements shall be made and no work shall be constructed that is in any way at variance with the requirements of the contract documents. 1.1.2 Omit 1.1.3. Refer to the drawings and specifications of other trades and contractors for items which affect the work under this contract. 1.1.4. All information relating to this contract shall be obtained at the office of the Engineer. 1.1.5. No oral answer will be given to any inquiries in regard to the meaning of the drawings and specifications, nor will any oral instructions be given previous to the award of the contract. No oral statement regarding the contract by any persons previous to the award of the contract will be authoritative. Any explanation desired by the bidders must be requested in writing. If reply is made, it will be communicated to all the contractors who have indicated their intention to bid on the work. 1.1.6. Should any errors, omissions, inconsistencies or obscurity in wording appear or occur on the drawings or in the specifications, or should there be any discrepancies between drawings and specifications, the contractor shall, before submitting his bid, apply to the Engineer in writing for an interpretation and determination of the intent of the drawings and specifications. Any interpretation made by the Engineer, previous to the receipt of bids, shall be considered a part of the contract. 1.1.7 It is the intention that these specifications and the drawings accompanying same shall provide for furnishing and installing a heating, ventilation and air conditioning system, complete as specified and shown. • Any work shown on the drawings and not particularly described in the specifications or vice versa, or any work or changes which may be evidently necessary to complete the installation shall be furnished by the contractor as being included in this contract. 1.1.8 The runs shown on the accompanying plans may not necessarily be the actual locations in which the contractor is to install the items, but are 86:07 HVAC: 15600 Page 1 for the purpose of estimating the work. The drawings and specifications do not undertake to illustrate or set forth every item necessary for the work, as it is assumed that the contractor is expert in the several lines of the work and is capable of interpreting them. 1.2 Scope of Work: Mechanical work required for this Work is shown on the drawings and includes, but is not necessarily limited to furnishing and installing: (1) Described forced warm air furnaces. (2) Described split system air conditioning unit with controls. (3) Described galvanized duct systems. (4) Oil transfer system, filter, pump, fusible valves and check valves for each fuel oil burning apparatus. (5) Described exhaust fans with duct work, roof curbs, dampers. (6) Insulation for heating and cooling piping and duct work. (7) Filters. (8)_ Temperature control system to provide choice of winter or summer operation of heating and air conditioning systems, 7 day, 4 setting per day, automatic setback thermostats. (9) Test and balance systems to establish leak free operation of systems and capacity and provide clean up. (10) Diffusers, grilles and all other items required for a complete and operating heating, ventilating and air conditioning system. (11) Condensate drain piping and drain. 1.1.2 Omit. 1.1.3 Intent: The work of this section includes, but is not necessarily limited to all labor, material and equipment required to properly install, equip, adjust, and put into first class operation heating, ventilating and air conditioning systems, including duct work, piping control wiring, insulation, hangers, baseboard radiation units, unit fan heaters, supports and exhaust fans. 1.1.4 Diagrammatic Drawings: All work shown on the drawings is diagrammatic. The Contractor shall coordinate the work of all trades. not scale drawings for duct air inlet or outlet locations. Verify all D equipment, space allocated and duct, fixture, outlet and piping locations with architectural, electrical, fire alarm systems and plumbing drawings before commencing work. 86 : 07 HVAC: 15600 Page 2 1.2 Quality Assurance 1.2.1 Qualifications of Installers: For the actual fabrication, installation, and testing of the work of this Section, use only thoroughly trained and experienced workmen completely familiar with the items required and with the manufacturers recommended methods of installation. In acceptance or -rejection of the installed work, no allowance will be made for lack of skill on the part of workmen. 1.2.1.1 In acceptance or rejection of installed work, the Owner will make no allowance for lack of skill on the part of workman. 1.2.1.2 All work shall present appearance and functgion typical of best trade practice. Work or materials not installed in this manner shall be replaced or repaired at no cost to the owner. 1.2.2 Codes and Standards: All Heating, Ventilating and Air Conditioning work and materials shall comply with the applicable local, state and national codes, ordinances and regulations affecting materials and methods of installation. Follow recommended practices as set down by ANSI, ASTM, ASME, ASHRAE, NFPA, OSHA and Uniform Mechanical Code as they apply to this project. And shall comply with the New York State Uniform Fire Prevention and Building Code and the New York State Energy Conservation Construction Code. 1.3 Submittals , 1.3.1 Omit. 1.3.2 Product Data; Within 35 calendar days after award of the Contract, submit: (1) A complete list of all materials proposed to be furnished and installed under this Section., Namely: (a) Split system air conditioning unit (b) Furnaces and controls (c) Exhaust fans (d) Temperature controls, Thermostats (e) Insulation (f) Each and every, type of duct • (g) Each and every, type of grille, register (h) Each and every, type of accessory (i) Each and every, type of damper $6�07 HVAC: 15600 Page -3 • (2) The Contractor shall secure descriptive drawings, or catalog cuts of equipment to be furnished under his contract'. No equipment shall be .ordered until it has been approved. All equipment of the same type shall be of the same manufacturer. (3) Manufacturers specifications and catalog cuts as required to demonstrate compliance with the specified requirements. (4) Manufacturers recommended installation procedures which, when approved by the Owner, will become the basis for inspecting and accepting or rejecting actual installation procedures used on the work. 1.3.3 Record Documents: During progress of the Work, maintain an accurate record of all changes made in the heating, ventilating and air conditioning systems from the layout and materials shown on the approved submittals. 1.3.4 Manuals: Upon completion of this portion of the Work, and as a condition of its acceptance, deliver to the Owner operating and other manuals as called for in these Specifications. 1.4 Product Handling 1.4.1 Protection: Use all means necessary to protect the materials of this Section before, during, and after installation and to protect the work and materials of all other trades. 1.4.2 Replacements: In the event of damage, immediately make all repairs and replacements necessary to the approval of the Owner and at no additional cost to the Owner. Part 2 —Products 2.1 EQUIPMENT 2.1.1 GENERAL: All equipment shall be the capacity and types shown on the drawings and shall be the listed manufacturer. All material shall be new and of first class quality. Material shall conform to all accepted trade standards, codes, ordinances, regulations, or requirements governing same, and shall be approved before being installed. 2.1.2 SINGLE SOURCE 2.1.2.1 For ease of maintenance and parts replacement, to the maximum extent possible use equipment of a single manufacturer. 2.1.2.2 The Owner reserves the right to reject any materials list which• contains equipment from various manufacturers if suitable materials can be secured from fewer manufacturers, and to require source of materials to be unified to the maximum extent possible. 86:07 HVAC: 15600 Page 4 0 - • 2.2 HEATING 2.2.1 Except as otherwise indicated, provide unit manufacturer's standard materials and components as indicated by his published product information, designed and constructed as recommended by the manufacturer, and as required for a complete operating installation including automatic night set back thermostats, gauges, valves, safety devices, auxiliary components and accessories required and/or specified for each unit. 2.2.2 These specifications provide for the furnishing and installation of heating unit designed for use with a flame retention type oil burner capable of burning No. 2 light fuel oils. The burner shall be capable of delivering the necessary air for proper combustion and to pressurize the combustion chamber. 2.2.3 Furnish and install fuel oil transfer system to existing fuel storage tank and connection to each oil burning apparatus. This installation to include copper piping, filters, spring loaded check valves, pump as required and fusible! valves designed to automatically close when acted upon by heat of 165 F degrees. All products shall be of a type specifically designed and approved for use with fuel oil. Piping to be mechanically protected. 2.2.4 The entire fuel burner system, its installation and electrical safety controls shall conform,with the manufacturer's erecting instructions, with applicable codes, and with the requirements of the National Board of Fire Underwriters. 2.2.5 The light oil burner shall bear U.L. Certification and shall be of the design recommended by the unit manufacturer as shown on the drawings. 2.3 AIR CONDITIONING: 2.3.1 Except as otherwise indicated, provide unit manufacture's standard materials and components as indicated by his published product information, designed and constructed as recommended by the manufacturer, and as required for a complete operating installation including automatic night set back thermostats, pumps, gauges, valves, flow control valves, safety devices, auxiliary components and accessories required and/or specified for each unit. 2.3.1.1 Furnish and install an air-to-air, split system air conditioning system as described on the drawings. System accessories shall include an indoor automatic setback heating/cooling thermostat, manual changeover with continuous or automatic indoor fan operation, outdoor and return air dampers and controls. 86:07 HVAC: 15600 Page 5 2.3.1.2 Furnish and install proper reinforced roof mounting curbs for each unit, as required. 2.4 EXHAUST FAN: Furnish and install exhaust fans as described on the drawings. 2.6 DUCTWORK: (1) All work shown on the drawings is diagrammatic. Mechanical - HVAC Contractor shall coordinate his work with that of other trades. Do not scale drawings for duct air inlet or outlet or radiation unit locations. Verify all equipment, duct and piping locations with architectural and electrical and plumbing drawings before commencing work. (2) All duct work, including angles, supports, hangers. dampers, etc., shall be of galvanized steel. (3) Ductwork shall be constructed as to present a neat and workmanlike appearance. It shall be supported and braced so as to be rigid and free from vibration and noise. (4) All duct work shall be installed in accordance with established trade practice and of gages and construction as per ASHRAE handbook latest edition and with DUCT MANUAL AND SHEET METAL CONSTRUCTION FOR VENTILATING AND -AIR CONDITIONING SYSTEMS ass published by the SHEET METAL AND AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION, INC. (whichever is greater). Ductwork is classified as 'Low -Velocity'. (5) All joints shall be made neat and square with all sharp edges removed. All seams and joints in duct work installed exposed in finished areas of the building shall be flat. (6) Bolts, rivets, and fasteners shall be of the same material as the sheets. (7) All longitudinal seams shall be located above the horizontal axis of the duct and all laps shall be made in the direction of flow. (8) Ducts and hangers shall be installed straight, plumb and level. (9) All foreign material shall be removed and ducts made clean inside and. outside. (10) Fastenings to steel, concrete, wood and masonry shall be adequate to insure permanent stability and to effectively resist all applied loads and strains. (11) Ductwork shall run directly as possible with minimum of additional • changes. (12) Supply/return air registers, grilles or diffusers shall be as described on drawings. 86 : 0 7 HVAC: 15600 Page 6 (13) Provide fire dampers as required. (14) Provide balancing dampers on all supply and return ducts. (15) Provide sound deadening lining in all ducts within 20 feet of fan discharge. (16) All duct work to be insulated as required by the N. Y. S. Energy Conservation Construction Code. 2.7 REFRIGERANT PIPING: (1) Design Pressure - 350 psig. Design Temperature - 300 F -degrees. Maximum Test Pressure - 400 psig. (2) Pipe - Type 'L' copper tubing ASTM B88, light drawn. (3) Fittings - wrought copper solder -joint type fittings conforming ton ANSI B16.22. (4) Joints - no joints unless specifically called for in the drawings. (5) Solder - 50/50 and noncorroding flux equivalent to AWS - A5.8 or as required. (6) All refrigerant piping shall be cut to length before cleaning. If cleaning is required, draw wads of clean, lintless cloth through tube. Clean clothes saturated with solvent shall be used if grease is present inside piping. (7) System shall be tested at 400 psig test pressure using dry nitrogen or carbon dioxide. Hold test pressure for three hours. (8) System shall then be dehydrated and charged per standard practices and manufacturer's recommendations. 2.8 MECHANICAL SYSTEMS INSULATION: 2.8.1 No covering shall be applied until pipe work and duct work has been tested and approved for tightness. The contractor shall furnish and apply in the most approved manner, non -conducting covering of quality specified for the several parts of the piping system. 2.8.2 Fittings and valves shall be insulated with flexible fiberglass, • covered with "PVC" plastic jacket securely adhered to adjacent covering or approved equivalent. Tape all joints. 2.8.3 All supply duct work located in, or concealed by, the crawl spaces, walls, chases, below floors or above ceilings shall be insulated with one inch thick, four pound density, foil backed fiberglass insulation. HVAC: 15600 Page 7 86:07 2.8.9 Refrigerant suction piping shall be insulated with 3/8 inch thick closed cell, foamed plastic pipe insulation with a water vapor transmission rating of 0.1 perm -inch. Apply insulation using a water based adhesive in strict accordance with manufacturer's written instructions. All insulation located outdoors shall be painted with two coats finish paint as recommended by the insulation manufacturer. 2.9 ' PIPE AND FITTINGS: Provide pipe and fittings complying with the provisions of these Specifications. 2.10 OTHER MATERIALS: All other materials, not specifically described but required for a complete and proper installation, shall be as selected by the Contractor subject to the approval of the Owner. Part 3 - Execution 3.1 SURFACE CONDITIONS 3.1.1 INSPECTION 3.1.1.1 Prior to all work of this Section, carefully inspect the installed work of all other trades and verify that all such work is complete to the point where this installation may properly commence. 3.1.1.2 Verify that the work of this Section may be completed in strict accordance with all pertinent codes and regulations, the approved Shop drawings, and the manufacturers' recommendations. 3.1.2 DISCREPANCIES: 3.1.2.1 In the event of discrepancy, immediately notify the Owner. 3.1.2.2 Do not proceed in areas of discrepancy until all such discrepancies have been fully resolved. 3.2 INSTALLATION OF EQUIPMENT: 3.2.1 LOCATIONS: Install all equipment in the locations shown on the approved Shop Drawings, except where specifically otherwise approved on the job by the Owner or Engineer. 3.2.1.1 Locate each unit accurately in the positions indicated in relation to other work. Position units with sufficient clearance for normal service and maintenance, including clearance for filter removal and. proper ventilation. • 3.2.2 INTERFERENCES: Avoid interference with structure, and with work of other trades, preserving adequate headroom and clearing all doors and passageways to the approval of the Owner. 86:07 HVAC: 15600 Page 8 3.2.2.1 Level units to the tolerance recommended by the manufacturer. 3.2.3 Install units, including components and controls required for operation, in accordance with manufacturer's instructions. 3.2.4 Install control devices to comply with the manufacturer's written instructions. 3.2.5 INSPECTION: Check each piece of equipment in the system for defects, verifying that all parts are properly furnished and installed, that all items function properly, and that all adjustments have been made. 3.3 EQUIPMENT MOUNTING: 3.3.1 Provide mounting accessories, supports, hanger expansion joints, adaptors and any other appurtenances to adapt fixtures and equipment supplied to the conditions of use. 3.3.1.1 Provide noise and vibration isolation items as required and in accordance with equipment manufacturer's recommendations. 3.3.1.2 Independently support piping at equipment, such as pumps, expansion tanks, boilers, duct mounted coils, etc., so that no weight (mass) is supported by the equipment. 3.3.1.3 Securely fasten fixtures and equipment to the building structure in accordance with manufacturer's recommendations and so that no floor, wall or ceiling structure is subjected to a load of more than 100 PSF, unless special structural reinforcement is submitted for approval. 3.4 INSTALLATION OF DUCT WORK 3.4.1 GENERAL: Fabricate and install all duct work in strict accordance with the approved Shop Drawings and the referenced standards. 3.4.2 SHEET METAL DUCT WORK: (1) Cross -break or kink all flat surfaces to prevent vibration. (2) Insulate all duct work as required in these Specifications. (3) Wherever obstructions require a change in duct shape, maintain the equivalent areas. All sizes shown on the drawings are net dimensions inside the insulation or sound proofing. • (4) Make all duct elbows right angle type with elbow turns or turning blades, or construct with a radius 1-1/2 times the duct width. (5) At all discharge duct work, internally seal with mastic at all joints. 3.4.3 CONNECTIONS 86:07 HVAC: 15600 Page 9 �1 3.4.3.1 Install and make all necessary connections required for the complete supply, recirculation, and exhaust systems indicated on the approved Shop Drawings, including all duct work, grille collars, intake housings, connections, fasteners, hangers and other items required. 3.4.3.2 Seal all joints or provide and air -tight system. 3.4.3.3 Furnish and install flexible asbestos cloth or canvas connections between airhandling units and duct work. 3.4.4 VOLUME DAMPERS: Furnish and install adjustable volume dampers in all branch supply ducts. Locate the dampers as.close as possible to_the main duct. 3.5 INSTALLATION OF GRILLES, REGISTERS AND DIFFUSERS: Install and connect all grilles, registers, and diffusers in the locations shown on the approved Shop Drawings, securely anchoring each item in place and sealing with rubber gaskets to prevent leakage. 3.6 EXPOSED WORK: 3.6.1 Exposed work shall be installed in a neat and workmanlike manner. Pipe and fittings shall not be damaged or marred by tool marks. All runs of -pipe shall be carried to true parallel lines, uniformly spaced and secured in place to allow for covering. Special care shall be taken in installing pipe work to prevent interference with piping, duct work, electrical conduits or lighting outlets. 3.6.2 In general, screws, bolts, fasteners, strips, hinges and other miscellaneous accessories at fixtures shall be of same finish as pipe work and fittings. 3.7 EQUIPMENT IDENTIFICATION 3.7.1 GENERAL: Provide a thorough and complete system of identification of all pipe and equipment, including valves, dampers, and other appurtenances, to permit immediate and positive recognition of all components. 3.7.2 EQUIPMENT LABELS: All equipment furnished and installed under this Section shall be provided with the manufacturer's metal identification labels securely attached to each individual piece of equipment, and showing complete and comprehensive performance characteristics, size, model number and serial number. Labels shall be legible and accessible. 3.7.3 PIPE IDENTIFICATION: All pipes and conduits, except those in inaccessible spaces, shall be identified with standard pipe identificati• markers located for easy and maximum visibility. 3.7.4 DAMPERS: At each access and for each damper, provide a label with letters at least 1/2 inch high stating the damper number and its 86:07 HVAC: 15600 Page 10 f purpose. Identify fire dampers with red letters on a white background. Identify all other dampers with black letters on a white background. 3.8 LUBRICATION: 3.8.1 The Contractor shall be responsible for the proper and necessary lubrication of any items of operating, rotating of moving equipment which he will furnish, install, and will initially operate, and it will be the responsibility of the Contractor who energized the operating equipment, to be sure of the proper lubrication before initial operation. 3.9 EQUIPMENT START-UP: 3.9.1 Start-up services, whether by Contractor or equipment vendor, shall include the following specific items: (1) Check for proper alignment. (2) Check for proper rotation. (3) Check for proper lubrication. (4) Check that the equipment, controls and accessories are as specified. (5) Check for proper code stamps, union labels, approvals, etc. required to meet the conditions of this project. (6) Check all controls, safety devices, relief valves, motors, starters, interlocks and relays for functional operation. (7) Start equipment and check that it operate properly as a homogeneous unit under the design load conditions and in accordance with the specifications. (8) Record amperage draw of equipment motors under operating conditions and check that they do not exceed nameplate ratings. 3.9.2 When this start-up is made a detailed report shall be sent by the Contractor to the Owner certifying that the above tests and checks have been made; that any differences that appeared have been corrected; that the equipment meets or exceeds the specifications, and that when the tests, checks, start-up and instruction period was completed, the equipment was safe for operation by the Owners's personnel. 3.10 CLEANING THE SYSTEMS • 3.10.1 GENERAL: It is the intent of this specification that the mechanical equipment provided under this contract shall be completely cleaned inside and outside prior to acceptance of the work by the Owner. This requirement shall be strictly enforced, and this Contractor shall be responsible for protecting such equipment from the effect of work by other trades and for having necessary cleaning performed to the Owner's 86 .07 HVAC: 15600 Page 11 satisfaction. 3.10.2 PIPING: After the piping systems have been tested and proved tight, thoroughly flush and clean the various piping systems of all foreign substances which may have accumulated during the installation process. 3.10.3 DUCT WORK: After the duct work has been tested and proved tight, thoroughly clean all components of the duct work and remove all dirt, scale oil, and other foreign substances which may have accumulated during the installation process. 3.10.4 EQUIPMENT: After the equipment has been started and proved operational carefully clean all accessible parts of each piece of equipment, thoroughly removing all traces of dirt, oil, grease and other foreign substances. 3.11. CLOSING IN OF UNINSPECTED WORK 3.11.1 GENERAL: Do not allow or cause any of the work of this Section to be covered up or enclosed until it has been inspected, tested, and approved by the Owner and by all other authorities having jurisdiction. 3.11.2 UNCOVERING: Should any of the work of this Section be covered up or enclosed before it has been completely inspected, tested, and approved, do all things necessary to unoover all such work. After the work has been completely inspected, tested, and approved, provide all materials and labor necessary and make all repairs necessary to restore the work to its original and proper condition at no additional cost to the Owner. 3.12 COOPERATION WITH OTHER TRADES 3.12.1 Do all things necessary to cooperate with other trades in order that all systems in the Work may be installed in the best arrangement. Coordinate as required with all other trades to share space in common areas and to provide the maximum of access to each system. 3.13 TESTS AND INSPECTIONS: 3.13.1 GENERAL:. The Contractor shall conduct pressure, performance and operating tests of his work as are required under the applicable and stated codes and as herein and otherwise specified under direction of the Owner. 3.13.1.1 The Contractor shall provide all apparatus, personnel, temporary piping connections, or any other requirements necessary for such tests to demonstrate the integrity of the completed installation to the approval of the Owner and all other authorities having jurisdiction. Make all adjustments necessary to balance the completed system in accordance with accepted practice and with the data shown on the drawings. He shall tak� all due precautions to prevent damage to the building or other contents incurred by such tests, as he will be required to repair at his own expense any damage so caused. 86:07 HVAC: 15600 Page 12 3.13.1.2 Any leaks, defects of deficiencies discovered as a result of the tests shall be immediately repaired or made good, and tests shall be repeated until the rest of the requirements are fully complied with. No caulking of threaded pipe joints to remedy leaks will be permitted. 3.13.1.3 Perform all testing, adjusting and balancing of the air systems in accordance with the requirements and recommendations of the latest ASHRAE HANDBOOK. 3.13.1.4 Tests shall prove the mechanical systems to operate properly, efficiently and quietly in accordance with intent of specifications and drawings. 3.14.2 VENTILATING AND AIR CONDITIONING SYSTEMS 3.14.2.1 At the completion of the work of installation, test and regulate all components of the ventilating and airconditioning systems to conform to the air volumes shown on the drawings and/or acceptable practice with regard to extant conditions. 3.14.2.2 For each component. of the system, where applicable, make the. following tests and submit reports to the Owner: (1) Air volumes at each supply, return and exhaust outlet; (2) Total cfm supplied by each supply fan; (3) Total cfm supplied by each exhaust fan; (4) Total static of each fan; (5) Motor speed, fan speed, and input ampere reading of each fan; (6) Average velocity on intake side of each fan; (7) Make all air tests by means of velometer or aneomometer readings; (S) Make all static pressure tests by means of pitot tube readings; (9) Make all ampere readings by means of an integrating watt or ampere reading; (10) Completely air balance, including testing and retesting as described above. 3.15.3 ENGINEER'S RIGHT TO RETESTING 3.15.3.1 Should the Contractor refuse or neglect to make any tests necessary to demonstrate the integrity of the completed system, the Owner may retain the services of an outside consultant to make all such tests and their resulting adjustments and balance. HVAC: 15600 Page 13 3.15.3.2 The costs for such tests shall be deducted from amounts owing to the Contractor and shall not be borne by the Owner. 3.16 OPERATION AND MAINTENANCE INSTRUCTIONS: 3.16.1 The period of instruction by the Contractor shall be established by agreement between the Owner and the Contractor. 3.16.2 The Contractor shall provide the services of a competent engineer or mechanic for this inspection/instruction period. During this time, the Contractor shall train simultaneously all operating personnel assigned by the Owner in the care, adjustment and operation of the system. He shall also make such minor adjustments as may be required during this period. This period shall not run concurrently with the testing, cleaning and adjustment of the installation. END OF SECTION 0 86:07 HVAC: 15600 Page 14 • SECTION NO. 16400 PART ONE - SPECIAL CONDITIONS 1.1 GENERAL 1.1.1 The Contractor is hereby referred to any Advertisement, Information for Bidders, Form Contract including the General Conditions, Bid Form, Bond Forms, etc., which are a part of this contract whether attached hereto or not. No subcontract shall contain provisions, no arrangements shall be made and no work shall be constructed that is in any way at variance with the requirements of the contract documents. 1.1.2 Refer to the DESCRIPTION OF ALTERNATE PRICES REQUESTED for any work which might be affected by a request for an alternate price. 1.1.3. Refer to the drawings and specifications of other trades and contractors for items which affect the work under this contract. 1.1.4. All information relating to this contract shall be cbtained at the office of the Architect. 1.1.5. No oral answer will be given to any inquiries in regard to the meaning of the drawings and specifications, nor will any oral instructions be given previous to the award of the contract. No oral statement regarding the contract by any persons previous to the award of the contract will be authoritative. Any explanation desired by the bidders must be requested in writing. If reply is made, it will be communicated to all the contractors who have indicated their intention to bid on the work. 1.1.6. Should any errors, omissions, inconsistencies or obscurity in wording appear or occur on the drawings or in the specifications, or should there be any discrepancies between drawings and specifications, the contractor shall, before submitting his bid, apply to the Architect in writing for an interpretation and 86:07 Electrical: 16400-1 determination of the intent of the drawings and specifications. Any interpretation made by the Architect, previous to the receipt of bids, shall be considered a part of the contract. 1.1.7 It is the intention that these specifications and the drawings accompanying same shall provide for furnishing and installing an electrical system, complete as specified and shown. Any work shown on the drawings and not particularly described in the specifications or vice versa, or any work or changes which may be evidently necessary to complete the installation shall be furnished by the contractor as being included in this contract. 1.1.8 The runs shown on the accompanying plans are not necessarily the actual locations in which the contractor is to install the lines, but are for the purpose of estimating the work. The drawings and specifications do not undertake to illustrate or set forth every item necessary for the work, as it is assumed that the contractor is expert in the several lines of the work and is capable of interpreting them. 1.2 SCOPE OF THE WORK: 1.2.1 The contractor shall furnish all labor, material and equipment to completely install all electrical work as shown on the drawings and hereafter specified unless specifically noted otherwise. 1.2.2 OMIT 1.2.3 Included for the convenience of the contractor, the following are listed. Furnishing and installing of: (1) Arrangements with utility companies fqr them to furnish underground primary electric service and underground telephone service to the premises. (2) Primary electric service work as required by the Electrical: 16400-2 • 86:07 0 ,. Power Co. and as coordinated per Owner and Architect. (3) Secondary electric service installation. (4) Electric metering facilities. (5) Grounding system. (6) Fire detection/alarm system as required. (7) Lighting system, including panelboards, wire, fixtures, lamps, switches, etc. (8) Power system including panelboards, feeders, branches, connection of all motors, controls and devices. (9) Telephone system conduits, drag wires, outlet boxes and plates as required. (10) HVAC control wiring. (11) Wiring to and, connecting all electrical equipment furnished by others. (12) Emergency lighting and exit light systems. (13) All other items needed to make a complete operating electrical system including all requisite applications, permits and fees. (14) Temporary service and distribution system for construction power. (15) Approved certificate of inspection from designated inspection authority. 1.2.4. Technical provisions for parts of the work listed below are described in the specifications of the contracts noted: • Electrical: 16400-3 66:07 I I I } , 0 (1) Wiring of heating and air conditioning units - H & V (2) Wiring of ventilating systems - H & V (3) Wiring of hot water circulating pumps - H & V & Plumbing (4) Wiring of automatic temperature control systems - H & V (5) Wiring of fire detection/alarm system 1.2.5. Work covered in other sections of this specification shall be coordinated. The contractor shall provide and install all necessary anchors, sleeves, hangers, etc., for attaching or connecting the work covered in this section of the specification to work covered in other sections of this specification. 1.3. OMIT 1.4 CODES AND STANDARDS: 1.4.1 All materials and workmanship shall conform to the following. (1) National Electrical Code - Latest Edition. (2) National Electrical. Safety.Code. (3) National Fire Protection Association Standards. (4) AIEE, ANSI and NEMA standards. (5) OSHA. , (6) Applicable National, State and Local codes. (7) Equipment and materials as approved by Underwriters Laboratory. 1.5 EQUIPMENT SCHEDULES: 1.5.1 As soon as practicable and within fifteen (15) days after the award of the contract, but before any material or equipment is purchased, the contractor shall submit to the Architect for approval a complete list in triplicate Electrical: 16400-4 • 66:07 0 • of these items which he proposes to incorporate in the work. Approval of materials, fixtures and equipment will be based on manufacturers' published ratings. Any item which is not in accordance with the specification requirements will be rejected. 1.6 DRAWINGS FOR APPROVAL: 1.6.1 The contractor shall furnish to.the Architect for approval a minimum of five (5) sets of shop drawings or cuts of panelboards, fire alarm equipment, lighting fixtures with distribution data, wiring devices, fire alarm and detection system, plug-in lighting system, service and metering equipment and all special equipment before delivery. 1.6.2 Shop drawings, unless otherwise specified, shall be approved by the Architect before any of the work for which such drawings are required is begun. Shop drawings, where required are for the purpose of supplementing the contract drawings and shall not show material deviation therefrom. Any materials which are not in accordance with contract drawings and specifications must be clearly indicated, and a specific and separate request for approval of such materials shall be made in each case. 1.6.3 The approval of the shop drawings shall be general, and shall not indicate that said drawings have been checked in every detail, nor shall the approval in any way relieve the contractor from responsibility for proper fittings and construction of the work in strict accordance with, contract requirements or from the necessity of furnishing materials and workmanship required by the contract drawings and specifications which may not be :indicated on the shop drawings when approved. 1.7 AS -BUILT DRAWINGS: 86:07 Electrical: 16400-5 1.7.1 Contractor shall maintain at the job a complete set of black -line prints to be marked as the work progresses. Drawings shall be marked as necessary to incorporate all changes or instructions received from the Architect, also all changes made to suit the exact make of equipment actually furnished for installation. 1.7.2 Daily progress shall be recorded by coloring in various conduits, outlets, pull boxes, panels, wires, etc., exactly as installed. Number, size and type of wires in each conduit shall be noted. The drawings shall show changes or deviations from original drawings resulting from job conditions or other causes. Principal dimensions and routing of concealed work shall be recorded. The colors of control wires shall be noted on schematic wiring diagrams. 1.7.3 The marked -up and colored drawings will be used as a guide for determining the progress of the work, will be inspected periodically and shall be corrected immediately if found to be inaccurate or incomplete. —1.7.4 Upon completion of the work, these marked -up prints of plans and wiring diagrams shall be used in preparation of a complete set of record AS BUILT drawings. A reproducible set of these drawings shall be certified as correct by the contractor and delivered to the Architect. 1.8 NAMEPLATES: 1.8.1 Each panel starter, switch, contactor, push button station and/or other electric control device shall be identified with a NAMEPLATE OF LAMINATED MICARTA WITH WHITE LETTERS ON A black background. Nameplates shall be attached with chrome plated screws. 1.9 86:07 MOTOR DATA: Electrical: 16400-6 40 LJ 1.9.1 At completion of the work, contractor shall submit to the Owner for record purposes, two copies of a typewritten tabulation as follows: (1) Complete nameplate data of each motor wired. (2) Make, size and ampere rating of heaters installed in starter of each motor. 1.10 SUPPORTS FOR EQUIPMENT: 1.10.1 All cabinets, terminal boxes, panels, starters, safety switches and similar apparatus shown on the drawings shall be mounted securely to the structure. All necessary structural pieces and mounting devices (Unistrut, Kindorf or approved equal) shall be provided. 1.11 MOUNTING HEIGHTS OF EQUIPMENT: 1.11.1 Shall be approximately as specified in table below except • where otherwise noted on drawings. Mounting heights specified herein are subject to change dependent upon exact type of equipment furnished and also upon coursing of masonry work to simplify installation. 1.11.2 Contractor shall check swing of all doors and shall carefully check construction drawings and details to insure that outlet locations do not conflict with the work of other trades or with equipment. 1.11.3 The exact height of each outlet shall be determined by the architectural details at the site of the work. The following table -is to be used only as a guide. EQUIPMENT HEIGHT ABOVE FINISH FLOOR Lighting cabinets 6' -6" to top circuit breaker Power Panels 6' -6" to top circuit breaker Electrical: 16400-7 86:07 Outlets in Movable Partitions Wall Switch Outlets Duplex Receptacles Clock Outlets Wall Telephone Outlets Fire Alarm - Auxiliary Boxes Fire Alarm - Signal Devices Wall -Mounted Speakers 1.12 TESTING: Manufacturer's Standard 4' -0" to center 1' -6" unless otherwise noted 7' -6" to center 5' -6" 5' -0" to handle 8' -0" to center 6" below ceiling to top of speaker 1.12.1 Preliminary testing: As the various parts of the work are completed, the contractor is to make preliminary insulation tests to insure that the system is free from short circuits and grounds and all connections, switches, controls and equipment are in proper operating condition. 1.12.2 At the completion of the work, contractor shall submit to the Owner, in writing, a statement: (1) That the work is completed; (2) that the entire installation is in accordance with the drawings and specifications; (3) that preliminary tests have been made on all equipment and all necessary corrections have been made; and (4) that the work is ready for final inspection and test. 1.12.3 FINAL INSPECTION of all materials and workmanship to determine compliance with specifications and final test of -operation of all equipment shall be made in the presence of the Architects representative when directed. CONTRACTOR SHALL REMOVE AND REPLACE COVERS, FIXTURES, CONNECTIONS, ETC. AS DIRECTED TO FACILITATE INSPECTION. The component -parts of the system and the various systems shall be demonstrated to operate in accordance with the requirements and intent of this specification. Any Electrical: 16400-8 86:07 0 0 P non -complying or defective materials or workmanship disclosed as a result of the inspection and tests shall • be corrected promptly by the contractor, and the tests repeated as often as necessary until approval and acceptance by the Owner. 1.12.4 All test equipment shall be furnished, set up and operated by the,contractor. 1.12.5 The resistance to ground of all motors, transformers, control equipment, cables and buses shall be measured with a direct reading ohmmeter at 500 volts, d.c. The value of resistance shall meet the approval of the Architect -before energizing any equipment. 1.13 EXCAVATING AND BACKFILLING: 1.13.1 The contractor shall do all excavating and backfilling to depths required to install the work herein specified and shown on the drawings. 1.13.2 All excavations shrill be properly guarded and protected so as to prevent same from becoming dangerous to persons or property and shall be sheet piled, braced or shored where necessary to prevent the earth from caving in. 1.13.3 Backfilling for at least half the depth of the trench shall be earth free of large stones, placed in layers of not over twelve inches and then thoroughly rammed in such a manner as not to disturb the piping, then flooded with water and left solid, after which the trenches then may be filled level with materials removed in excavating. 1.13.4 All excavated material shall be removed from the premises unless otherwise directed. 1.14 CUTTING AND PATCHING: 1.14.1 All the work and materials furnished under these 86:07 Electrical: 16400-9 • specifications and the accompanying plans shall be installed in such a manner and at such times that no undue cutting and patching will be required in the building construction. The contractor shall install his materials in the various portions of the building as the construction of same progresses and he shall not in any way or manner delay the construction of the building. 1.14.2 He shall see that his various outlets, piping, sleeves, etc., are installed and maintained in their proper positions after their final and definite locations have been determined. 1.14.3 This contractor is to consult the Owner's latest dimensioned drawings and details for the purpose of obtaining all measurements and locations. This contractor shall install all the necessary accessories in order that he may eliminate all unnecessary cutting and patching. Where work was not installed or incorrectly located, this contractor will be responsible for all cutting and patching. 1.14.4 Where shafts and cha&es are indicated, these will be provided by the General Contractor. The Electrical Contractor shall furnish the General Contractor with the necessary layout for the location of chases. Any cutting or patching or repairing of rough or finished work that may be made necessary by the failure of this contractor to -cooperate with other trades in obtaining the proper space conditions for the installation of his work must be done by the trades whose work is affected and paid for by the Electrical contractor. Electrical: 16400-10 . 86:07 • .. 1.15 GUARANTEE: 1.15.1 The contractor shall guarantee that all work of this contract is free from all defects, and is as specified. Should any defects, which cannot be proven to have been caused by improper use, develop within the space of one (1) year from the date of acceptance of the work, as certified in the Certificate for Final Payment, such defects shall be made good by the Contractor free of cost to the Architect. 1.15.2 The manufacturers of fixtures, special systems, appliances, etc. used in this installation shall supervise the installation of their appliances, making any changes necessary to render portions or parts of the system furnished or installed by them operative to the satisfaction of the Architect before final acceptance of this contract. The contractor shall obtain from said manufacturers and shall transmit to the Architect a certificate that the work as installed is satisfactory to them. 1.15.3 The above-mentioned guarantees do not affect other guarantees required by the General Conditions or hereinafter specified and required under other Articles. 1.15.4 The Contractor shall furnish the services of a competent person for a period as required up to five (5) eight (8) hour days, to instruct the Owner's representative in the proper operation of the various systems. The contractor shall operate the complete system during this period. In addition, he shall provide brochures, catalogs, maintenance manuals of all equipment and apparatus furnished under this contract to the Owner's representative for proper maintenance of the equipment. 1.15.5 Maintenance Manuals must be bound in a hard cover and delivered to the Owner before certified for final payment. • Electrical: 16400-11 86:07 SECTION NO. 16400 PART TWO - POWER AND TELEPHONE SERVICE 2.1 TEMPORARY LIGHT AND POWER: 2.1.1 Provide and fully maintain all facilities for temporary power and light within the premises of the building and in the construction area during the entire building period, for all working purposes and for safety of all personnel. The Contractor shall install temporary construction service. General contractor shall pay all energy charges incurred by use of temporary power. 2.1.2 Provide all necessary materials and labor to make power connections for single phase machines, electric hand tools, etc., as used by all trades, including floor finishing machines of any size that may be used, terrazzo grinders, electric welding equipment, heating -blower equipment, etc. Temporary lighting at construction shanties shall be available at all times. Provide full time safety lighting of corridors and stairs. — 2.1.3 Furnish all labor needed to keep this temporary system energized during the entire standard period of daily working day for all trades, plus fifteen minutes before and fifteen minutes after this working period. 2.1.4 Provide distribution cabinets with fused circuits, local fuse boxes, feeders, branch circuit wiring and sockets, lamps.and lock type lamp guards distributed for adequate general working light, and not less than one 150 -watt lamp for 700 square feet. 2.1.5 Provide all connections, repairs, replacements and maintenance as requested by all trades. 2.1.6 Permanent service shall be installed as soon as general construction progress permits and may be used for temporary light and power. Electrical: 16400-12 • 86:07 • 2.1.7 Each section of temporary light or power facilities shall remain as long as it is needed or until it is replaced by permanent facilities. 2.1.8 All materials and equipment of the temporary power and light systems shall be removed from the premises progressively as they are no longer needed or as their functions are taken over by permanent facilities. 2.2 PERMANENT SERVICE FACILITIES: 2.2.1 This Contractor shall arrange with the Utility Company for the installation of the primary feeder, transformer pad and transformer as indicated on the drawings. 2.2.2 This Contractor shall pay any and all fees required for the work. 2.2.3 This Contractor shall furnish any and all materials or labor required by the Utility Company in connection with this work. Meters shall be identified as required. 2.2.4 Omit 2.2.5 All materials, methods and workmanship in connection with this service installation shall be such as to receive the complete approval. of the power company, and all other authorities having jurisdiction shall be satisfied by the Contractor's work: in order to be accepted under this contract. 2.3 TELEPHONE CONDUITS: (As Required) 2.3.1 Furnish and install service conduits from the service pole to the Electric Room as required. Terminate conduit with insulating bushing where directed. Provide pull boxes as required. 2.3.2 Furnish and install conduit, outlet boxes, etc., for 86:07 Electrical: 16400-13 46 • telephones as indicated on plans. 2.3.3 The outlet boxes shall be connected by conduits and terminated in the Electric Room, with bushings adjacent to telephone service conduit. Conduit shall be installed as specified for light and power work and as shown on the plans. 2.3.4 Telephone outlet boxes shall be 4-11/16" square with two gang covers and two gang plates. Plates shall have bushed holes of size required by telephone company. Verify the height of all telephone outlets as some may be used for wall mounted phones or telepower poles. 2.3.5 Provide a No. 10 ground wire in a junction box in the Electric Room connected to nearest cold water pipe for future extension by telephone company. 2.3.6 Provide pull wires in all conduit. 2.3.7 All work shall be in accordance with the requirements of • Telephone Company. 2.4 UNDERGROUND CONDUITS: (As Required) 2.4.1 Marker slabs shall be provided at each change in direction of the underground conduits and on straight runs at intervals not greater than 150,feet apart. The marker.slabs shall be installed so that the nearest side is twelve inches horizontally from the conduit or duct, and the inscription on the top of the slab shall include an arrow indicating the nearest side. 2.4.2 Marker slabs .shall be of concrete approximately twenty inches square by four inches thick and shall be set flat on the ground so that the top projects are about one inch above the ground. The legend CABLE and an arrow shall be inscribed on the top surface before the concrete hardens. The letters shall be approximately four inches high by three inches wide and the grooves shall be approximately Electrical: 16400-14 • 86:07 E 1/4 inch in width and depth. 2.4.3 The surface disturbed during the installation of the cable shall be restored to its original level and condition immediately after installation and check of the cables and ductwork. 85:07 Electrical: 16400-15 0 - SECTION . SECTION NO. 16400 PART THREE - TELEPHONE RACEWAY SYSTEM: (As Required) 3.1.1 Furnish ,and install a complete telephone raceway system in the building as shown on the drawings or as required by the Owner. 3.1.2 The contractor shall provide a complete system of empty conduits and outlet boxes for the use of the local utility company furnishing telephone service. 3.1.3 Wall outlet boxes shall be four inches square with switch cover and brushed stainless steel blank plate located at the locations indicated on the drawings. Conduit shall be run between outlets and main telephone cabinet as indicated. Desk telephones shall be served from service fittings designed for telepower poles. 3.1.4 From telephone terminal box the contractor shall extend conduit to the utility pole on the street as indicated on the plot plan. The conduit may be laid in the same trench as the light and power service, twelve inches apart minimum. Conduit shall be turned up through a 90 elbow at the pole and shall be terminated 10'-0" up on the pole or as directed by the telephone company. 3.1.5 All telephone wiring, instruments and switchboard will be furnished and installed as required by the Owner. 3.1.6 The entire installation shall be in accordance with and shall meet the approval of the local telephone company. 3.1.7 A No. 12 galvanized steel pull wire shall be left in each conduit of the system for use of others in pulling in conductors. Electrical: 16400-16 • 86:07 SECTION NO. 16400 PART FOUR - GROUNDING 4.1.1 Rigid conduit or, electric metallic tubing may be used as an equipment grounding means for lighting system, including fixtur-es and switches. All couplings, fittings and connections to boxes and equipment shall be tightly made in such a manner as to insure a continuous metallic ground not exceeding five ohms resistance. 4.1.2 In all other respects, and for all special purpose ground equipment, grounding shall conform to the applicable sections of the National Electrical Code and the National Electrical Safety Code. 4.1.3 The resistance between the grounding conductor and absolute earth shall be measured in the presence of a representative of the Owner before any equipment is placed in operation. • Electrical: 16400-17 86:07 SECTION NO. 16400 PART FIVE - PANELBOARDS: 5.1 PANELBOARDS: 5.1.1 All power and lighting panels shall be equal to Federal Pacific, General Electric, Westinghouse, Square D, or approved equal, quick make, quick break, fused or thermal magnetic bolted -to -bus circuit breaker type with buses sized in accordance with Code requirements and mounted in enclosing cabinets. Adjacent poles of 1 -pole devices shall be of opposite polarity with split phase bussing. PROVIDE HANDLE LOCKING DEVICES ON ALL CIRCUIT BREAKERS SUPPLYING CLOCKS, WATER COOLERS, COMPUTERS AND FANS UNLESS OTHERWISE DIRECTED BY THE OWNER. 5.1.2 Omit 5.1.3 CONSTRUCTION: Panelboards shall be either for surface or flush mounting as required for the location, complete with cabinet, and shall conform to the standards of the Underwriters Lab.,'Ihc. Boxes shall be made from steel sheets zinc -coated by hot dip process. Fronts shall be finished to resist corrosion with not less than one priming coat and one pearly gray finishing coat. Cabinet doors shall be equipped with chrome -plated combination locks and catches. All panelboard locks shall be fitted to the.same.key. All panelboard keys shall be furnished to the Owner. 5.1.4 IDENTIFICATION OF CIRCUITS: Panelboards shall be numbered with the odd numbers on the left side starting at the top circuit with #l, and continuing down with consecutive odd numbers, and with even numbers on the right side starting at the top circuit with #2 and continuing down with consecutive even numbers. The circuit identification numbers shall be of a permanent nature and shall be installed adjacent to the circuit breakers or spaces. Pasted -on paper tabs will not be accepted. Electrical: 16400-18 • 36:r7 • 5.1.5 A panel directory card holder shall be provided on the inside of the trim door with a panel directory card listing two columns of circuits to match the panel numbers with the odd numbers on the left and the even numbers on the right side. All directory information shall,be typewritten and card shall be installed under plexiglass. Final payment will be witheld until approved directories are in place. 5.1.6 Where future breakers are specified, bus bars, drilling and tapping, and all provisions for future breakers shall be provided. 86:07 Electrical: 16400-19 SECTION NO. 16400 PART SIX - RACEWAYS, WIRING AND ACCESSORIES 6.1 RACEWAYS: 6.1.1 All raceways in damp or wet locations and all raceways embedded in concrete or in fill shall also be rigid heavy -wall galvanized or sherardized steel, or PVC. Raceways under roadways must be rigid heavy -wall conduit-.-, 6.1.2 -OMIT 6.1.3 Raceways in other areas may be either rigid steel conduit or electrical metallic tubing conforming to the standards" of the Conduit Manufacturer's Association, unless otherwise noted. Electric metallic tubing shall not be run in damp or wet locations and SHALL NOT be embedded in concrete or in fill. 6.1.4 Minimum size raceways shall be 3/4 inch trade size. _ 6.1.5 In general,"all wiring shall be concealed as appropriate. Conduit in concrete slabs shall be located so as not to affect the structural strength of the slabs and shall be parallel with or at right angles to the reinforcement. The conduit shall be close to one of the supports of the slab. 6.1.6 Exposed runs, shown or approved, shall be straight and true either parallel with or at right angles to the walls of the building. Offsets, elbows and bends shall be uniform ana'symmetrical. Installation workmanship shall be of best quality and skill. Conduit shall be installed with straps close to beams, columns or walls and shall be securely attached thereto by means of galvanized hangers or fastenings of type appropriate in design and dimensions for the particular application. 6.1.7 Exposed conduits shall be rigidly and securely fastened to building structure at not greater than 6'-0" centers. Hangers, supports or fastenings shall be provided at each • Electrical: 16400-1 0 elbow and at end of every straight run terminating at a box or cabinet. Wood plugs shall not be used. 6.1.8 Where conduits cross expansion joints in building structure, install approved type expansion deflection fittings as manufactured by O.Z. Company. 6.1.9 Pre-set inserts or galvanized or sherardized pipe straps and expansion bolts or anchor bolts shall be used for supporting on masonry; on metal, pipe straps and machine screws, metal hangers or other approved methods may be used. No holes larger than 5/16 inch in diameter shall be drilled in structural members. Do not furnish any Items such as nuts, screws or bolts which are not galvanized or otherwise treated to prevent oxidation or discoloration. All necessary additional steel for the support of electrical equipment shall be furnished and installed. 6.1.10 Adequate clearance shall be maintained between conduit and steam pipes or heating surfaces to prevent excessive • heating of electrical insulation. 6.1.11 Joints shall be made watertight and ends of conduit shall be sealed with capped bushings to prevent entrance of foreign materials until wires are ready to be drawn in. No wires shall be installed in conduit until the construction work is completed. 6.1.12 The contractor shall coordinate work of all trades to have conduits, outlet boxes, sleeves, slots, inserts, anchors, bolts, etc., built into the concrete and walls as the work progresses. Contractor shall be responsible for correctly laying out the work in'the field and shall'" install -,his conduit and equipment with due regard for actual locations of other piping, reinforcing steel, footings, beams, sleeves, ductwork.and equipment. 6.2- • SLEEVES: • Electrical: 16400-2 86:07 6.2.1 Provide galvanized rigid conduit sleeves for ground cable passing through concrete floors and concrete or masonry walls and partitions. Sleeves in floor slabs shall be flush with bottom of slab and shall project 3/4 inch above top of finished floor. Sleeves in walls or partitions shall be flush with finished faces of walls. Sleeves shall be of sufficient size toypermit easy installation or removal of cable. No sheet metal sleeves_ will be accepted. 6.3 FITTINGS: 6.3.1 Fittings shall be of cast steel gray iron and shall be used on all exposed work except where otherwise noted. Splices shall be made in junction boxes and shall not be made in fittings. All conduit, boxes, fittings shall be installed and mechanically secure before wiring is pulled. 6.3.2 OMIT 6.4 INSULATING BUSHINGS: 6.4.1 Insulating bushings shall be equal to OZ type HB, G.E., or TB and shall be used on all conduits one inch and larger,.and with all conductors #4 AWG or larger, except bare ground conductors. All conduits to be wired by others shall be terminated with insulating bushings. 6.5 WIREWAY: 6.5.1 Wireways shall be Underwriter approved lay -in type provided with a hinged cover, equal to that as manufactured by National Electric Products Corporation. 6.5.2 OMIT ,~ 6.5.3 Housing shall be die -formed from sheet metal. Straight Electrical: 16400 86:07 lengths shall have hinged covers, other fittings screw -on covers. Arrangement shall be such that with covers open or removed, one side of the complete system is open for laying in wires without threading through couplings or the like. The top piece of connectors between units ;shall snap into place, thus holding the wires within the trough. Hinged covers shall be provided with snap catches and screw covers shall be buttonholes so that screws need not be removed. 6.5.4 Assembly of the wireway sections and fittings shall be by a hook -and -slot arrangement eliminating the need for screws except for one screw required for grounding. 6.5.5 Ample.knockouts shall be provided on both sides of the wireway.. The wireway shall be finished in ASA no. 49 medium light gray enamel over a rust inhibitor. 6.5.6 Each length of the wireway•shall be provided with knockout holes in the bottom of the trough near each end to permit bolting to bracket supports or attaching directly to wall. 6.5.7 Cables of each circuit in wireway shall be tagged and shall be bound and laced together with T & B nylon ties. 6.6 JUNCTION AND PULL BOXES: 6.6.1 Junction and pull boxes shall be galvanized and shall be so'located that they will be accessible after completion of the work. BOXES SHALL BE FURNISHED WITHOUT KNOCKOUTS; HOLES SHALL BE CUT IN THE FIELD AS REQUIRED. 6.6.2 OMIT 6.6.3 Pull box covers shall be secured with round head SILICON BRONZE machine screws. 6.6.4 All boxes shall be supported from the building structure independent of the conduits entering them by means of • Electrical: 16400-4 Sb : 07 bolts, rod hangers, brackets or other suitable means. No holes larger than 5/16" shall be drilled in structural steel without express approval of the Owner. 6.6.5 Boxes shall be of a size to provide ample pulling and splicing space. 6.6.6 Cables of each circuit shall be tagged and bound together with approved nylon cable ties in each pull box. 6.7 OUTLET BOXES: 6.7.1 Each outlet shall be furnished with a galvanized box suitable for the purpose and location for which the outlet is intended. 6.7.2 OMIT 6.7.3 Receptacle and switch boxes and conduit fittings for exposed work shall be case or malleable iron with threaded hubs equal to Crouse -Hinds conduit, Killark or Appleton. Ceiling outlet boxes, concealed or exposed, shall be stamped steel. 6.7.3 Concealed boxes for ceiling and interior bracket lighting fixtures shall be zinc -coated stamped steel. 6.7.5 •Special outlet boxes shall be provided where indicated in the specifications and drawings or where required for proper execution of the work. 6.7.6 Outlet boxes installed in concrete slabs shall be four inch (4") concrete type with back cover plates. 6.7.7 All boxes shall be rigidly secured in position. 6.7.8 Each outlet shall be located approximately as shown. Exact location shall be as directed. Boxes shall be located with due consideration to interferences and work of other trades. Adjacent devices shall be mounted in Electrical: 16400 8v 07 11 ganged outlet boxes, all under one, flush cover. 6.8 WIRE • 6.8.1 All wire shall be new and shall be delivered to the job on reels or in coils plainly marked for complete identification,•including the wire or cable size, type, ~ specification, thickness and character of the insulation and name of the manufacturer. Wire manufactured more than six months prior to the date of delivery to the site shall not be used except by special permission from the Architect. ALL WIRE SHALL BE INSPECTED AND APPROVED BY THE ARCHITECT BEFORE INSTALLATION. 6.8.2 All control circuit wiring, fire alarm system, gas monitor system and inventory gauge system wiring shall be color coded and shall be connected to terminal strips at all equipment cabinets. All available colors shall be used for control wiring where necessary. In general, not more than one conductor of each color shall be run in the same conduit to simplify tracing. 6.8.3 System voltages and system phase identification shall be maintained -by rigid observation of a uniform color code program throughout the building. Separate color codes shall be used for each voltage system (i.e. 120/208V & 265/46OV). 6.9 GUTTER WIRING: 6.9.1 All gutter wiring and panelboard and cabinet wiring shall be neatly formed and secured to make a neat finished job. 6.9.2 Panelboard conductors shall be run near outside edges of cabinets away from circuit breakers or fuses to avoid overheating. gE:07 Electrical: 16400-6 6.10 SPLICES AND TAPS: 6.10.1 Splices and taps in wires #6 and larger shall be made with cast type solderless mechanical connectors specially made for the purpose T & B. Burndy or equal. Fill voids and cover connectors with one layer of Scotchfil, or equal, and insulate with No. 22 Scotch, or equal, electrical tape 1/2 lapped to a minimum thickness of one and one -half-times conductor insulation. Self insulated mechanical connectors may be approved on submission. 6.10.2 All interior building wire and underground service conductors shall be Type THW, or approved equal, EXCEPT WHERE OTHERWISE NOTED. 6.10.3 All conductors 08 AWG and larger shall be stranded. 6.10.4 Fire alarm system loop circuit conductors shall be #12 AWG, auxiliary circuits may be #14 AWG and #16 AWG as shown. • 6.10.5 Fixture wire shall be heat -resistant type TFF #16 gauge or larger for interior fixtures. Use wire for fluorescent fixtures installed in continuous rows which • is U.L. approved for such use. 6.10.6 All wire shall be of type suitable'for the purpose for which intended. Special insulation and protective coverings shall be provided where required. 6.11 COLOR CODING: 6.11.1 All conductors shall be color coded or tagged to identify the various phases for proper polarization of receptacles and phase rotation. All circuit conductors of the same color shall be connected to the same phase throughout the installation. Wire size #8 AWG and smaller shall be color coded; wires #6 AWG and larger may be either color coded or all black, but if all black shall be tagged or painted at all boxes and equipment for phase Electrical: 16400 86:07 • identification. 6.11.2 Colors for 208/120 Volt service shall be red, blue and black for the three ungrounded conductors, white for the neutral conductor, and green for grounding conductor when run with circuit conductors. Colors for 277/460 Volt service shall be any other three colors except green; white with a color stripe other than green for the neutral conductor. 6.11.3 Small wire joints in building wire shall be made with Scotchlok electrical spring connectors, or equal. 6.11.4 Connectors to fixture wire shall be made with approved solderless connectors. ;,6:07 Electrical: 16400-8 SECTION NO. 16400 PART SEVEN - WIRING DEVICES 7.1 WIRING DEVICES: 7.1.1 This contractor shall submit to the Architect, for approval, samples of all wiring devices (i.e., switches, receptacles, plates, etc.). Samples will be impounded by the Architect until the completion'of the job.. 7.1.2 Lighting switches shall be specification grade, rated at 20 amps, at 120/277 volts a/c/ HUBBELL #11221 for 1 -pole, HUBBELL #11223 for i-way, and HUBBELL #11225 for 4 -way, as required, or equal. 7.1.3 Switch and pilot light combinations shall consist of single pole light switch, HUBBELL #1221, pilot lamp, HUBBELL #432 and round type red pilot jewel in 2 -gang box, or equal. 7.1.4 Duplex receptacles for 120 volts A.C. service shall be 125 volt, 15 afip., 3 -wire grounding type, HUBBELL ,#5262, or equal. 7.1.5 Weatherproof flush duplex receptacles shall be 3 -wire grounding type equal to HUBBELL 5262 -WP, or equal. 7.1.6 Wiring device covers on exposed cast metal boxes shall be corrosion resistant sheet metal. Tumbler switch plates shall be, -guarded type. 7.1.7 Wiring device plates on flush -mounted devices shall be .040 stainless steel, satin finish. 7.1.8 Telephone outlets shall be furnished with cover plates with 3/8 inch composition bushings.. 7.1.9 All wiring devices shall be left clean and in good operating condition. It shall be the responsibility of the contractor to protect devices until building is Electrical: 1640 bd:07 completed. Devices spotted with paint or damaged in any way will not be accepted and shall be replaced. 7.1.10 OMIT ;;6:07 Electrical: 16400-10 SECTION NO. 16400 PART EIGHT - POWER CIRCUITS 8.1 POWER CIRCUITS: 8.1.1 All power circuits shall be provided complete from power at distribution panelboard to switch, controller and motor. Motors will be provided and set in their proper position on their bases by others. Contractors for heating', ventilating, plumbing and other equipment will furnish to this contractor at the site of the work starters for all motors. This contractor shall receive such controllers, set them in place and connect them in accordance with manufacturer's wiring diagrams. 8.1.2 Where indicated on drawings, the contractor shall provide a safety disconnect switch of proper capacity and type to suit the motor controlled. Safety switches shall be industrial type NEMA Type WD, heavy duty, NEMA 1, enclosure, externally operated with quick make and quick break; WESTINGHOUSE, G.E., or approved equal. Disconnect switches for single phase, fractional H.P. motors shall be ALLEN -BRADLEY Bulletin 600 with neon pilot light, or equal. 8.1.3 All control wiring and control equipment, such as thermostats, dampers, aquastats, relays, etc., will be ,furnished and installed by the heating and ventilating and the plumbing contractors, wired to and connected by this contractor. 8.1.4 OMIT 8.1.5 This contractor shall make all final connections to the electrical equipment and motors, which will be furnished and installed by others. Provide wiring and connections for all roof fans and associated dampers, including controls. -- Electrical: 164 11 16:01 . SECTION NO. 16400 PART NINE - LIGHTING FIXTURES 9.1 " GENERAL: 9.1.1 It is the intention of this section that: the contractor shall provide a complete set of lighting fixtures, includ*ng the supply and installation of the fixtures hereafter specified, with all lamps, hanging devices, supports, trim and incidentals necessary for a complete working lighting system. 9.1.2 Refer to the DESCRIPTION or ALTERNATE PRICES REQUESTED for work under this section which might be affected by a request for an alternate price. 9.1.3 Refer to the drawings and specifications of other trades and contractors for items which might affect the work under this section. 9.2 INSTALLATION: 9.2.1 The contractor shall mount, connect and wire each fixture - indicated or called for. 9.2.2 OMIT 9.2.3 Where fluorescent lamps are specified, use only Wattmiser II rapid start type. All fluorescent tubes shall be cool white color. All RS ballasts shall be as manufactured by •• GENERAL ELECTRIC, Wattmiser, low energy ballasts. BONUS LINE certified and sounded rated B or better, except where.inoted otherwise on plans. 9.2.4 Furnish hangers, supports, fastenings, trim', etc., suitable for type of ceiling in which fixtures are to be located. This contractor shall be responsible for coordinating fixture supports and trims so as to insure that the correct supports, hangers, trim, etc., are Electrical: 16400-12 86:07 . b�r furnished and installed to suit the type of ceiling involved. INSURE THAT STEEL JOIST SPACING WILL PERMIT INSTALLATION DF RECESSED FIXTURES AS SHOWN. Coordinate all fixture clearances with the work of other trades. 9.3 FIXTURE SCHEDULE: 9.3.1 Fixture schedule is shown on drawings. Proposed ' substitute fixtures must equal specified fixtures in all respects with regard to quality. appearance, light distribution, illumination efficiency and air handling capability. No other substitute will be considered. Any substitutions must be approved prior to submission of bid. Eleatrical: 16400 86:07 .. , . .. - ' . �v� . ^ � _- . 2 �� _ }- r � .. -- �'!'t v,,. -tom- �t► �- 9 121 �. - ' - k . �'" 'rte 1F�!'! b •' � - 3 .. ■ tom. r7 . r � � � 1 1 x FIlri i •. J � - d� � ►I All7F .� t �✓ 4 • >r t • I �.. i ^ r _ -- %r_ri�kr, s. '','': ` --.',.• _ . ...., .. ... '. . _ , • . ' •- . . '�' r_ -+ -,n ' i1J'D-r.J. - i{ - , }/ !- �V .K-- . / `'7- • �j =r i ��N�� i �/_ ✓;� tt' - ✓"-.,- _�. r�'., .-,• •-.•,-.-::.-_ t.:.-•�-'�L--1E._-. _•-��- -�\.. ',1i+.i - . - . J- r• ..'.tt .► • :`4:,+...�I.•�.- .�'._ ..'...'.�•L� . �'S-✓.,_r.�"'.._�tL. 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AL 3. ALL 'CONSTRUCTION WILL CONFORM TO ALL'STATE LOCAL COO - , •t E- R ., Sr •EDITIONS-LAt£ST 4. ALL -CONCRETE CONSTRUCTIOPSNALL OVfORM0.YHE AMERICAN CONCRETE "BUILDING LUS fOR ETE". ACI LATEST EDITION. ALL-.MCONFOR - WIT'H "NATIONAL CONCRETE MASONRY STANDARDS".- LATEST *DITION.z el 6. THE ULTIMATE COMPRESSIVE STRENGTH OF.CQNCRETE '2 . '25 DAY5'WILL BE FOUNDATION i-F0OTINGS 3.008 P.S.I.FLOORSt SLABS 2.500P.S.I. 1� ,. ' , , } : _..... N% �✓�'S1.: ' 1 iI�C%► ::,... : -' VM�J }iGr�!l� { L�,1v'� `'�G•4 D � : �/�I GARRETT �4i 17. CONCRETE ONCRETE .. $..rL1; A�' hOt..�✓S WILL J�iJry'C7qHrP�A+LJVE 1rEXP•C_;i;/�� ,= JOILQT OF. Li NT G ANSL% REQUIRED. TITLE . STRANGLOCATION . arch tect SCALE REVISDr�tr.: DATEMain Road P.O. Box 1412 Southold N.Y. 11971 Iti 9 ,. . . , .. jss;!'! P �tv"� i!w-e ' rsl':�t,Jw�1> 't""tti't�t.�' "�f�?{-'J- y•, r 516 765 - 5455 DRAWN By r t ` PROJECT N9 r ,• i t rJ now . . . , . , . . . _ _ _ __ , , _ _ , . ___ __ _, , .. . . , __.. , _.. _ . _ - .,g� Nora'1. . . . . . LLL._ _ w �...._......_ Iw••••q . , =7 F__7____________i : __ s1 I _,"C 4' M' • S %. t Y ! :CO C 0 :.T F'ERfOR 1►Lt.'. ,"WORK-IN., { J1CtORDANCE.:_WiT4.'AL-L_ 0A 0L1eA6 E: } ' Y►.' :1t.1 %iDA+NQflNEQ , !'LUiNl3ING.f.10 ;.,.r ,_ 8E :'REltt,V,,D .,ANG =Air. _ • :• s- . . . . .'..:COOt sS ,AND' HEALTH.-'bEPARTMENT REGUIR , Y fi MA -.�:._ 1 �' TS.. -',. G' PIPt:S - - " i PROPER 'Y t7 N 4.� ...�! G O 11 t !. SECURED ANp 'SEA i :1 . NIS ,Ey13I, . tN.x3 HA ,1(J' fr' EltEit LED.:, E IN7tt S 6EEhl bE I , - SIGNED'F �a'z iy E f T 5 •l1 ,; T .. o i x 1 S i, A L tE x�t �' u ED ' � _ fir x s A .. rl. 'BAR Nt: - , " EO Y <L I S' U !L > ... W R E ENT � ., r L' F• GORE M , � S `•0 �. � tE - - T E N TE" ON EW. _ - ..- I C 5 SUS! Y"AN YORK STATE �' +..,. INSTALL NEV`FRt1S7 yJ 2,'t► PRQOF HOSEr' _. NERGY 'CODE.' . ...,} KECTY¢N.,OF_HE�t..SYSfiM.'t0 _EX T G H38 ON SID -- ,� •$- SN _,.Rt;IT.ItrS L D ES OF `t3UILDZN SH . _ - SAS: OWN -ON 0Rh - S. M _ 1 E N 0f p. - ,DRAWINGS v r+ LASS _. '.�z O _.. �, - -SI t` G A fl WA L j -SIDEWALL •!' S 1. , r S F t 't; • ii � Y' _ »2 m L S � � i t� E fit '.s ZE-"AS fl R L R D r1. � I E i .t.. . Y - _. _, i - , ,. , - .• . _ t . +i P t• •i I., r `Q i! �.rY `-i� IN5 TA �lr .'ALL .; - c - t PLUMBSNC' FIXTURES _AiVb 2. ':''hLt kINbOWS O EiE FITTINGS :AS .SHOWNr ; .:. T INSULATED uLASS� `'THt R.MAL"13REA I �� _ �?c - _ - .. flM' D#AWlyGS„ - . ,� K� - .. . 'J, - SEA TN_RSTRTPPED' L. I !• j _ , - FLASHE 1 . _- - - . - _ - 0 AS REQUIREO ',u 1 i1' - TTH .'r1 ' MAXIMU>� . U , . i VAtrtJE OF _ 69 iit1A MhXTMUM INFIL?RA - F11 ,% i -y _- ---.-- T Z E� RATE 0. : 5 C F r P F . - .. _ _ _ . _ __._ ., _._.. _ ___ _ _ E . __.-•___-----__ _._.__-.-.�._ _ -- -__ tr I N E A R F 007 . - . - - .. . ----•-T-x x x ---- -"X X- ------= - -1 . yt _ . . , 1.. . . , 3. ALL X . r, '„ Ul;.`. ED THERMAL 8 , , I `. AKS . E TERIOR';OOORS •TO t3E:.INS RE - ;, . , , , ERSTRIPPED. � FL'ASHEb �. . , , . W AT E H • " •_.., . A5 REQUYRE;D • IJITH A MAXIMlUM U .. . . _ , .. _ . ' - • • , F :40 AND A MAXIMUM INF.I .. - . . -. VALUE 0 LTRATIbN R . .. . . . - ATE ..OF .50 Cftfi t „ PER' QUA . , I - . S RE FOOT "'.(5l . - , . .. . IbxNG) . 1 ,t) CFM 'rER 'SQUARE FOOT' . ,• , • .. x1. I cswiK�Ns�. - .b © - �/ _ , . _,•_ X X - . . - , , - .. _ • • '.. . - _ .. 4 N ' VA ;. , ..atil M ` P ENT M 5T ., ONFOR . 03.13 Of','THE' - -- - . ' Y>^RK M YO .SEt:TION .x , -, ' . . , , - : .....- _ _ ,. . . )iEW STATE ENERGY -CODE . ,. . .I - , . . } . . , , . ., - r k _. ., , ` 1 . , • ' i .. i . i i 5. ?HE J STI' '#lf'- -, ... t MC C WATCR tiE ` _.., ,-. - --�:x�.:: _ -- - -- - /� r.y - I LL NAVE A ,MAXIMt1Mt TEMP , ,� -x . + - ----- -- �. _..T_-_ . I V i/ i r'r.r E R fi 7 U R E -, -_._.-_.�... _..____ _ _.� ._ SETT... 0F. 140 F AHD I(, . . , . . , . N L' CONFORM ;70 SECTION �, t . . ,. . . __ . . , �. O t, .3 O F . 1 . x x ---;� a - ; k THE r.kW YORK STATE EN R , . . . . . --x --=x-----------=- -•% , _ E G Y - C 0 D. E . . .. .. , . . 1 , . . , - 1 - t" . , `! it .. • r k •:, •., , . , �ti r '•,: rt � 6.•' ALL '•Ct"N i S �. �t. t, i+ ' {.. TROLS TO CONFORM TO 'gr .� ' : t :�. ti , CTIOi`t.`'403.3 OF • ;.�rr46v '��-�D �.� .�' � .!! � .i t �' ,��jj ii s�.� ! �. •� + , n THE: NEW `'(ORK' . �'• w .,...._� �., _- _ 1 a 57ATE EVER1. .1. At 4-�t� L� .-`-�. -.�i � :1L,•.:: 7 ..� .�,�- ._ ;� _ i �� � /� GY. 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F i t H ' OOr , r ., - ♦ .. , . n 1. r.. �% .'. , I'll �r r .. : - t rl K . i ,. _,r_-._...._..... , 1 V I r - _.... _.-._ , - - �- _ , i ......., r w _ .. ...,,.,.�,�jjj/� t w..' -.-...r.=' .._ .,. ,rte- • rY _ • i �' .�., .l . B�,k w,ii -. r . . , , , . - _ . . , • . _ • . . fill: 2 - r. I t c • C r�bN ir�rs tv sr _ i tf }/� i D • 1`� CJ St _ r1.1. 8 b . � . .. 1 ✓ . C a ra ,: - , , , + , , , � I - --.--- , - , . , , ..�. I I ,. : • 'GENERAL NO T ES .............. -1. --ALL CONT -'ORDINANCES,, NY' Sl A TE,BUILDINd ------- RACTORS' 'WORK''SIIALL 'CONFORM WITH,ALL LOCAL EDI TION 9 EN`EkG.Y.�CONSER'VATION CODES -LATEST -THE ON TR CTOR .'SHALt- 2 W ILL -LD N 6 1 T 1'0 N S - 'D I M E N S, I ON S C %iER.IF:Y A L L'.. F.1 t CO t -ANY DISCREPANt'IES SHALL'BE- REPORTED TO THE' ARCHITECT IMMEDIATELY. ',SIB E FOR L gou ��LL CONTRACTORS ARE TO COOPERAT'E WITH .:OTHER TRAb ES,,*AND COMPLETE HEIR WORKi,.IN. -7 .3. UTH THE.BEST.ST ------ -AR*bS,.;AND 'PR A'C T I C E S AND A CORDANCEJ1 -TAKE -ANO 4. DIMENSIONS, NAL -.-PREC.. 'OVER S, ARE ��N'OM I DENCE 'C A L t C4 'SOLE`LY-'fO .10 E RiBE STAN'D'AgDS SED 'PROPIEfARY. NAMES IDENTIFYINGIfTEMS�Of WORK ARE',U 5. 'OR' CONSIDERATIONi --CONSTRUCTION. ITEMS L '-MAY BE SUBMITTED 1 OF 499 'ALL ABBRE- NDARD�'.:. 'ALL` ITEMS -.OF'.WORK -:SHOWN IN DETAIL.ARE N E W UNLESS OTHERWISE -NOTED'-." OF EQUAL-"Q'UA' iTY 6 02 gr INSTALLATION OF. ALL'. PREMANUFACTURED'PRODUCTS'. Z ....... -ALL, INSULATION'' WILL -,W I T,'i 'WARM VAPOR�JBARRIERJACING'. .,:,S 6 E OF"BUILDING. -9. :-,ALL CAB E -,j N S T A L L E D.�A S� XLCDOORS� FRAMES ARE O BE 'FINISHED. 'I'S P.E R SCHEDUL:E, 8. BE INSTALLED 'BY 4RCH-ITECT,� Ilu IN'ET --AND -CAS 'W'ORK TO BE -DIRECTED x1v MI 0 UlREMENTS-LATEST.-EDITION - ------- SEEL �SHALL� -CONFORM TO. AISC.,CODE.'-REO MI NIMUM BEARING. -EA. -,EjN-b FOR`­ALL­LOOSE.,LlNTELS U'NLES'S. OTHERWISE -NOTED '-OROVIDE 12. 0 N S S Q FT,<MEDIU I W*E,-* S AND: BEARING CAPACITY,,IS-A'S D A..TO* 3 AND WIND`OW "SAISH 'FROM �41NDOWS-T6',Dt- E*OVED ACTOR- SHALL: STORE ALL R T E., USE' =777 ;ONTR DRYP SAFE PLACE -DONE f -IR -�ITH .APPROVED'.N.O. -COMBUSTIBLE A ERIAt XTi ESTOPPING WHERE' , BE -AND WO 0 D, FRAMING,c VEO�, K 6.� ':PROV -.2":'7CLEAR 0' SP CE WITH -I D E. .-SPACE'SETWEEN CHIMNEY FAC,E --INCH 'THIC,K'MIN-IMUM PROVED NON -C MATERIAL'ONE -I R ES -TOPPING OMBUSTIBLE.-F -THE.'CO'NTR�ACTOR IS TO RtMOVE ALL-'DEBkIS -FROM BUILDING -AND SITE'AND MAINTAIN''NEAT 17 ' �.Of'.CONSTRUCTION. H E CR I D I T -I 0 N S 18.- THE 'CONTRACTOR I -S O -'CLEAN. ALL AND GLASS AND LEAVE WALL'S f',.�:FL'OORS AND CEILINGS. -FREE OF,. DEBRJS IMMEDIATELY -TO FINAL',.COMPLETIONO `INSTALL ALL ROOM',ACC'ESSORItS '.AS4' SHOWN .-ON PROVIDE. AN6 �toi'LET 91. THE , -REFERENCE TO 20.* ANY` "AS PER:OWNtR".,"AS SELECTED''BY OW�ER, REFERS TO THE TOWN.,.BOARD -THE".-TOWN OF SOUTHOLD. 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V40 !'g1�. txT FZ RlS;,V, fl� WP-:1G�5t.�.- 4�;,yDd�� i� At L . 570,NO► N.' YK ,106" Y.G,-:�U ,AtiOUN >7 . -100VA Fi x T cJFz,� ril LEXQN 4L.J .WR1 rCitSh A 16-�5t-* -" At\1D eAt�GU �:� l�� Lir-_ MA"tG{-} �,�Ci j 11J `.� l 11 � F: xl`(' L,'Gt5 PY. STf�GD. . � X t i �A X l2EZ� 6 •'�,�"r t lu ,c U,t t f N U, .' AG �1:: "�>r� �U�Y-L�t�����AL�n . t��it�1Tr✓t�,�tJ�.=, • �� fit`«�;• t.1_ '! <W �� AL- . G A . >✓ �'js�r�7 D, ,i , d"�t �.�- Il,.Jll,!7E� i tx' Spz i4�, L-¢. �Y ..SYal�co, � v�4xU �l A V, r— TI 6HT . F{� . X �=+ fC3r�V`i .. tt`1GAtJC SGt=►� NAU, IJAOUt4 1z [ . . a� X. x NA ter► �ea�*. � ten, �rwu+�wj ww.�s,r.. `� A -v All -l2 L " i✓ 1�y OL CJESG ✓` I PT 1 O � �:AtOvk l PC j r�-Toyzj PYp,�i-f-Or l b1-3 v� f AG'1✓ 33 T�4 f2�- ff- NA`{ '71N 76 H 0 FTE _ALAP-M �lr;?\Gt FAQEL,, PYRO-I,ZOc ,I10t) DUPLIrlx r--ll16cPTA6Llt PAUL, iNTEPio� 1�.. �. Ae;qVE,: Ff fJ I �7 H U,:D P•I.GDF-- ->�L.c�Nor�� c,-uTLzT w=iA 13U7 -To Iv USs r��: >b r✓Rj T'MI✓Nr jul _ __._... � ,�-lam ✓ { ' LIT � � O © F-. F -- i F-;7 r -D F:Z- El aGP •• � � I O �r 'DWLFz Lam ALTERNATE � (1JiG) mgl &--,&L-E • /.Q." = I ' - U f=iF-ff ,SLA fz,-,A& ��H f.,7iJLff� Q �:AtOvk l PC j r�-Toyzj PYp,�i-f-Or l b1-3 v� f AG'1✓ 0 FTE _ALAP-M �lr;?\Gt FAQEL,, PYRO-I,ZOc ,I10t) I. rl T_� pL ►�v�r;at.>., ��. A(,,a,��t �j.��Ctiti rG �NQ L XA E�C� .� ArlTI�-� F._: iT-FE �1 L -y4, -TVA �� P.:,a YCF-1 - 011-, ,41`.ICD Itt APF:GVGD- 2. pf26 &UAv-r..t C^F�P) �u P�"LI ��� �� PYr�-o T Rte: r.J► c.� oe, I�ua� , L---1 ,- � 6 T ~3 1. PROVIDE SERVICE CONNECTION TO POWER COMPANY TRANSFORMER IN ACCORDANCE WITH UTILITY COMPANY REQUIREMENTS. OVERHEAD SERVICE TO BE ARRANGED PER OWNER AND ARCHITECT. 2. PROVIDE SERVICE ENTRANCE AND POWER DISTRIBUTION EQUIPMENT AS SHOWN. 3. CONNECT ALL HVAC EQUIPMENT AND CONTROLS. 4. PROVIDE GROUND FAULT PROTECTION CIRCUIT BREAKERS FOR ALL W. P. RECEPTACLES AND AS SHOWN. 5. ALL FEEDER AND POWER WIRING SHALL BE 600 VOLT TYPE "THW". BRANCH CIRCUIT WIRING SHALL BE 600 VOLT TYPE "TW-, #112 AWG MINIMUM, OR "BX-, OR -MN- WHEREVER PERMITTED BY CODE. ALL CONDUCTORS SHALL BE COPPER. 6. BOTTOM OF ALL PANELS SHALL BE 40 INCHES ABOVE FLOOR. 7. SUBMIT CUTS OF ALL EQUIPMENT FOR APPROVAL. 8. WIRE SIZE DERATING FACTORS SHALL BE APPLIED wimmR :CONDITONS SO REQUIRE. 9. CONDUIT SHALL BE SIZED IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE. 10. PROVIDE CODE SIZE GROUNDING CONDUCTORS FOR ALL EQUIPMENT. 11. PROVIDE MOTOR CONTROL DEVICES AND WIRE SAME AS REQUIRED. 12. ALL WORK SHOWN ON THESE DRAWINGS IS DIAGRAMMATIC. ELECTRICAL CONTRACTOR SHALL COORDINATE HIS WORK WITH THE OTHER TRADES. DO NOT SCALE_DRAWINGS FOR OUTLET LOCATIONS.- VERIFY ALL OUTLETS AND EQUIPMENT LOCATIONS BEFORE COMMENCING WORK. COORDINATE ALL WORK WITH ARCHITECTURAL AND EQUIPMENT DRAWINGS. 13. WIRING METHODS - BURIED, OR RUN IN SLAB, USE RIGID CONDUIT. ABOVE THE SLAB, USE -EMT- OR "BX-, OR "MN- WHERE PERMITTED BY LOCAL, STATE AND NATIONAL CODES. 14. ALL HVAC AND EQUIPMENT SHALL.HAVE A POWER FACTOR OF 85% MINIMUM. ANY EQUIPMENT NOT MEETING THIS REQUIREMENT SHALL BE EQUIPPED, BY THE MANUFACTURER OR SUPPLIER, WITH POWER FACTOR CORRECTION AUXILIARY EQUIPMENT TO RAISE THE POWER FACTOR TO MORE THAN 90%. 15. CONTRACTOR TO FILE ALL APPLICATIONS FOR ALL PERMITS AND SERVICE CONNECTIONS AND PAY ALL FEES, INSTALLATION AND CONNECTION CHARGES FOR SAME. 16. ON COMPLETION, FURNISH A CERTIFICATE OF INSPECTION AND APPROVAL OF ALL ELECTRICAL WORK AS ISSUED BY THE DESIGNATED INSPECTION AUTHORITY AND/OR THE BOARD OF FIRE. UNDERWRITERS. 17. PROVIDE THREE (3) SPARE. FUSES FOR EACH TYPE. AND SIZE OF FUSE USED. 4 18. -WORK SHALL BE PERFORMED BY MECHANICS SKILLED IN THEIR RESPECTIVE TRADES AND SHALL PRESENT APPEARANCE AND FUNCTION T�P'ICAL OF BEST TRADE PRACTICE. WORK AND/OR MATERIALS NOT INSTALLED IN THIS MANNER SHALL BE REPAIRED OR REPLACED. 19. CONTRACT ADMINISTRATION AND PROJECT SUPERVISION ARE NOT BEING PROVIDED BY,THE• "ENGINEER. L L ff VoLj .FEEDS - a�7`,v� �ffA ,� ",�" Pcn1E•�, srTc�, 12G�CG 3� 3/0 � ,n r'�-f f 20 3-1'2,0 �- l P -2P1p0 �-jar✓'?��<� r,.� �:n)t.�7 tom'?.,��'.i `�:1..T'• 1C-"='. ?•� AAIt, I 1 Jam- DC7 r, ', I I