Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Dog Pound - 10/16/1986 - #3 Kennel Area Only
'9. �O •Ln Town Hall, 53095 Main Road ��- P.O. Box 1179 Southold, New York 11971 _JUDITH T. TERRY TELEPHONE TOWN CLERK (516)765-1801 REGISTRAR OF VITAL STATISTICS OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON OCTOBER 6, 1987: RESOLVED that the Town Board of the Town of Southold hereby authorizes the release of the final payment in the amount of $44,938.50 to Richard Saetta General Contractor, Inc. with respect to the completion of the Southold Town Dog Pound building project, all in accordance with the recommendation of Garrett A. Strang, Architect, who has made the final inspection of the project and recommends release of the final payment to the contractor. Judith Terry Southold Town Clerk October 7, 1987 r GARRETT A. STRANG ARCHITECT MAIN ROAD.P.O.BOX 1412 SOUTHOLD.NEW YORK 1 1971 516-765-8455 September 28 , 1987 a owl Mr. Frank Murphy, Supervisor ° Town of Southold � ��---- -` Main Road TOWN OF SCsiJTW],) Southold, New York 11971 Re: Animal Shelter, Peconic, New York Dear Mr. Murphy: Please be advised that a final inspection of the above cap- tioned project was made on Friday, September 25th. I found all items listed in my letter of 9/2/87 complete with the following exception of #2 , which is delivery of the oper- ating pole for the skylights . In light of the above, I am considering the job 100% complete at this time, and ask that the Board release the final payment due the contractor to my office, which I will forward to Mr. Saetta. I am still awaiting receipt of the change order for the fire detection system. Very �t Tly yours , GASB Garrett A. Strang , R.A. cc: R. Saetta Co,:i�s �� r.Y�, tel• Adg. Date File - COPY FOO YOUR 13F0RMATIM3 RICHARD SAETTA, INC. General Contracting 4 Bootleg Alley Greenport,New York 11944 (516)477-1633 RECEIVED (516) 749-1060 VA .3 1987 July 28, 1987 -. t.. Southold Town Clark Mr. Garrett Strang, Architect P. 0. Box 1412 Southold, New York RE: Animal Shelter Your letter dated 7/13/87 Dear Garrett, In response to your letter of July 13, I will address your questions number by number: 1. The concrete slab for the fuel oil tank did not appear on the plans; it was provided by me at my expense. I had asked the employees at the Shelter not to fill the tank with fuel oil as the tank had to be moved. It was filled and the supplier will not pump out the tank. I would like to make arrange- ments with the Town of Southold to use their equipment to get the tank emptied so that it can be moved to its proper location. 2. The fire extinguishers have been provided. 3. The two improperly installed skylights have been properly installed and the operating poles and eyes, which had been back ordered, have been delivered. 4. It was an oversight that the concrete floor was not sealed; I missed the one mention made on Drawing A-5. 5. No instruction was given on the plan as to the painting of the interior. At a meeting with you I asked what was to be done with the inside and you told me the inside was finished.as-"it was at that time (unpainted). 6. The interior emergency light is completed. The plans only called for one exit sign- on the south side. That exit sign was installed. In addition, at my own expense, an exit sign was installed on the north side. The incandescent fixture installed at Kennel Room B will be replaced with a flourescent fixture; this was an oversight. 7. The fire detection system in Alternate Plan No. 2 merely called for smoke detectors - Pyrotronics No. DI-3W with base. These smoke detectors will not work without fire alarm control panel shown in Alternate No. 1 which was not scheduled to be done. Please advise and send specs and plans providing location for control panel. q 'r s , • s RICHARD SAETTA, INC. General Contracting 4 Bootleg Alley Greenport,New York 11944 (516)477-1633 (516) 749-1060 Page 2 Letter of 7/28/87 8. East End Sheet Metal reduced size of unit on his own and we are now in the process of correcting this error. I would like to trade off the following items for items not completed: 1. My addition of concrete slab for re-location of oil tank. 2. Removal of existing facias and soffits, straightened rafter tails, installed new faceboards, soffit panel and continuous soffit vent. Painted exterior of existing building including new facias and soffits. 3. On existing building removed five ceiling cross ties, installed new ceiling joists, 16' on center, framed out 4 skylight wells, insulated entire new ceiling, sheetrocked, taped and spackled at my expense. 4. Replaced existing building rain~gutters and leader pipes so system would become seamless. 5. Disassembled already completed dog run drain and replaced 90° with two 450 fittings and reinforced it with concrete to prevent snakes from breaking lines at the request, of Mr. Lessard._ - If you are in agreement, I would like to trade off Numbers 4 & 5 on your list for above mentioned work done and not included in plans. Since the alarm system panel was shown in Alternate No. 1, it would be additional to our contract. If you have any questions, please don-'t-hesitate to call me. Respectfully yours, Richard Saet:ta President RS:bb \ Enclosures ) Cc: Southold Town Board ......GregP.PP.I3 ................................ N. Y.,...JuLy.31..............198.7... TOWN OF SOUTHOLD, COUNTY OF SUFFOLK, N. Y., Dr. Richard Saetta General Contractor Inc To.....................................................�...........................Claimant 4 Bootle Alle Green ort NY Address...............g........Y.�..........P.....�........0 x.44....................... Fed. I. D. No. 11.-27547. 6 0 . 6............... ~- or Soc. Security No. ....................... Contract Amount $51.657.00 Payment Received to date 6 718 50 Balance Due $44,938.50 The undersigned (Claimant) (Acting on behalf of above named Claimant) does hereby certify that the (Cross out one). t, _ foregoing claim is true and correct and that no part thereof has been paid, except as therein stated, and that the balance therein stated is actually due and owing. Dated ......July..31.'........................ 19.87...... Signature RIE A VR BUILDING SUPPLYCORP. 7/9/87 Richard Saetta 4 Bootleg Alley Greenport, N.Y. 11944 Dear Mr. Saetta, As per your request I am writing this letter to confirm that all charges on your account #0190380 at Riverhead Building Supply incurred up to and including June 27,1987 have been paid in full . This applies to all jobs including the Dog Pound. Sincerely, Francis Bartunek Management Administrator 1295 PULASKI STREET • RIVERHEAD, N.Y. 11901 • (516) 727-1407 HtGZTH FORK MELDING P-0- BOX 547 GREENPORT, NY 11944 July 10, 1987 TO WHOM IT MAY CONCERN: Re: Southold Town Animal Shelter Peconic, New York This is to advise that all materials purchased by Richard Saetta, Contractor, have been paid in full, and there are no outstanding amounts due North Fork Welding & Steel Supply, Inc,, in relation to the captioned job. Sincerely, NORTH FORK WELDING & STEEL SUPPLY, INC. Joseph Schoenstein, Pres. (+ ' BEACHWOOD Beachwood Lane Southold, N.Y. 11971 July 7, 1987 To Whom It May Concern; This is to verify that as of this date, July 7, 1987, all of the accounts for Richard Saetta with Beachwood have been paid in full and to confirm his positive credit record with our company- Si ..ncerely 1, ompany.Sincerely, Edward H. Chiltcn LOCATION: BEACHWOOD EQUIPMENT CORPORATION North Road Peconlc.N.Y.11958 516 734 5611 (516) 878-8250 (516) 298-4817 North Fork Drywall & Insulation Inc. P.O. Box 1230 Mattituck, N.Y. 11952 7— 7 19 M C�Lc9'h� i Z shngton 'tes SONS Hardware . Marine Supplies • Tools • Paint Telephone (516) 477-0317 120 Main Street • Greenport, Long Island, N.Y. 11944 July 7,1987 TO WHOM IT MAY CONCERNi Please be informed that the account`, of Richard' Saetta, General Contr. , 4 Bootleg Alley, Greenport, NY 11944 is in a current status.. There are no overdue charges as of this date. Si erel , W SHINGTON WHfTEIFT SONS per Robert E. White F /s7 H.C. PAINTING 477-9750 to: Richard Saetta, General Contractor, Inc. 4 Bootleg Alley Greenport, New York 11944 Total As of the above date, I have been paid in full for work performed at the Dog Pound. OAA,Q,4-',,— a&-� Henry i.elatka H.C. Painting I I Sal Prato, Electrician ` Wiggins Lane Greenport, New York 11944 LAYOUT • & License No. 1049-E WORK ALARM SYSTEMS DESCRIPTION Illtl SYill�l.M111 r 1 llC. NAME Richard Saetta General Contractor, Inc. ADDRESS _ PHONE 4 Bootleg Alley CITY DATE Greenport, New York 11944 787 As of 7/6/87 'I have been paid in full for work performed at the Dog Pound. Sal Pratoze6 Electrician Customer's Signature • of Approval FRANK J. MEYER PLUMBING & HEATING 1780, MARRATOOKA RD. MATTITUCK, N. Y. 11952 PHONE (516) 298-4604 Ail work performed at the Southold Animal Shelter has been paid in full. . Frank J. eyer t (Sutter *ztents 58 WOODCUT DRIVE MA*TIG 6FACN, July 4, 1987 Rich�.xl Sa,etta Contactors 4 Bootleg Alley Greenport,N.Y, Deer Sir; All work completed at the Southold Dag Pound ty QUALITY GUTTER SYSTEMS has been paid for in ,full. H J man r dent P.O.SOX 325,MATTITUM,N.Y.11962/791-7171 FRONT STREET,®1111ENPORT,N.Y.11064/177-1M July 7, 1987 :':r. Richard Saetta 4 Bootleg Alley 'reenport, N.Y. 11944 ,entlemen, Let it be known that Hunter Insulation was paid in full for services performed at the Southold Dog Pound , by Saetta Construction. Thank you, James P. Hunter TEL. 765-2552 Southold Lumber Co., Inc. YOUNGS AVENUE P.O. BOX 1088 SOUTHOLD, L.I., N.Y. 11971 July 07, 1987 Richard Saetta General Contractor/Inc. 4 Bootleg Alley Greenport NY, 11944 To whom it may concern: All purchases from Southold Lumber to R.Saetta, General Contractor,Inc. have been satisfied. As of today, the account is paid in full. Kay _Rios Book eper KR/cmr • I t GEORGE H. TAYLCR JOB INVOICE Masan Contractor 1645 Westphalia Rd. MATTITUCK. NEW YORK CUSTOMERS QWDER NO. DATE ORDERED (516) 298.4850 ORDER TAKEN BY DATE PROMISED ❑ A.M. r ❑ P.M. BILL TQr7 PHONE ADDRESS MECHANIC CITY HELPER JOB NAME AND LOCATION ❑ DAY WORK ❑ CONTRACT DESCRIPTION OF WORK ❑ EXTRA QUANT. DESCRIPTION.-OF MATERIAL USED PRICE AMOUNT 7 (:' v 7 Zia 1 HOURS LABOR AMOUNT TOTAL MECHANICS Q MATERIALS TOTAL HELPERS @ LABOR I hereby acknowledge the satisfactory TOTAL LABOR completion of the above described work: SIGNATURE DATE COMPLETED TOTAL { \ I I ID rAL O. I P.O. Box 1184, Mattituck, N.Y. 11952 516-298-9683 516-298-9728 li 1 _ Bill Walters July 8, 1987 Richard Saetta General Contractor 4 Bootleg Alley Greenport , NY 11944 Dear Mr. Saetta ; This is to verify that East End Sheet Metal , Inc . has been paid in full for all work performed at the dog pound in Southold . Thank u , ; l Bill Walters , Pres/Owner I I • � k r Wayside Construction Corp. 287 AUBORN AVENUE SHIRLEY, NEW YORK 11967 (516) 399-0966 (516) 399-6493 To Whom It May Concern 7/7/87 Wayside completed the job at the dog shelter , in Southold , For Richard Saetta which was paid in full on dates 3/9/87 and 5/22/87 . Thank You Sincerely , Luis Portal President Y � 477-2525 SOUND SHORE EXCAVATING CORP. 477-1870 Located at SOUND SHORE SERVICE STATION Main Road, P.O. Box 159 East Marion, New York 11939 July 13 , 1987 To Whom it May Concern: Please be advised that Sound Shore Excavating Corp. has been paid in full for all work done on the Southold Town Dog Pound. Thank you. Ethel C. Schroeder, Pres. Sound Shore Excavating Corp. I Y I �P s9 naAAausit figLUMBER & SUPPLYRP. EXECUTIVE OFFICES 700 VETERANS MEMORIAL HIGHWAY •SUITE 302 HAUPPAUGE,NY 11788 TELEPHONE: (516) 724-5600 FAX—(516) 724-481 July 27, 1987 To Whom it May Concern: Re: Richard Saetta, General Contractor 4 Bootleg Alley Greenport, NY 11944 Nassau Suffolk Lumber & Supply Corp. is not owed any monies by above customer for materials used for Southold Dog Pound. Very truly yours, Katherine A. Miller Assistant Credit Manager KAM:lmt c.c. file Serving Our Customers For Over 60 Years BRANCH SALES OFFICES HUNTINGTON RIVERHEAD SMITHTOWN ROSLYN LOCUST VALLEY MEDFORD PORT JEFFERSON 421-3200 • 727-1414 ♦ 265-1000 ♦ 621-7676 • 676-2220 • 289-6900 • 928-1515 iT-1240/82) Now York Depcote „nentof S •j ION and F&W CE New York State and Local Sales and Use Tax Certificate of Capital Improvement To be completed by customer and given The contractor must collect the sales tax to, signed by and retained by contractor on the full amount charged under the con- making capital improvement to the real tract unless the customer gives him a prop- property. erly completed Certificate of Capital lm- property. This certificate must be issued to a contractor by his•customer as evidence that the work to be performed will result in a capital improvement ILDING MATERIALS OR OTHER CERTIFI- CATE MAY NOT BE USED TO PURCHASE TANGIBLE PERSONAL PROPERTY TAX FREE. Acceptance of this certificate by a contractor does not relieve the contractor of his liability for the payment of sales tax on his purchase of building materials or other tangible personal property incorporated into the real property as a capital improvement. Read this form completely before making any entries THIS CERTIFICATE IS NOT VALID UNLESS ALL ENTRIES ARE COMPLETED Name of customer (print or type) Name.of contractor.(print or type) Town of Southold Richard Saetta General Contractor, Inc. Street address Street address Main Road 4 Bootle Alle City State ZIP code City State ZIP code Southold, New York 11971 Greenport New York 11944 Certificate of Authority number (if any) Certificate of Authority number (if any) To be completed by customer: -The nature of the work is as follows (give description of capital improvement to be performed): Addition to Kennelsat Do Shelter The project name and address or location where the work-is to be performed: Southold Town Animal Shelter Main• Road Peconic New York (see other side) ST-124 (4/82) (back) j y♦ ' GUIDELINES A capital improvement to real property is-defined in Section 1101 (b) (9) of the Tax Law and Sales Tax Regulation 527.7 (a)-(3) which state: A capital improvement is an addition or alteration to real property which: (i) substantially adds to the value of the real property, or appreciably prolongs the useful life of the real property, and (ii) becomes part of the real property or is permanently affixed to the real property so that removal would cause material damage to the property or article itself, and (iii) is intended to become a permanent installation. THE WORK MUST MEET ALL THREE OF THE ABOVE REQUIREMENTS In distinguishing between a repair and a capital improvement refer to Publication 862, Classification of Improvements and Repairs to Real Property for Sales Tax Purposes. am the owner"171 , tenant 0 of the property identified on this form and I certify that work described on the front of this form will result in a capital improvement to real property (within the guidelines set forth above). If it is later determined on audit that this work does not qualify as a cap- ital improvement, I understand that I will be responsible for any sales tax, interest and penalty due on said work. This contract includes the sale of tang iblp,personal property which, when installed, retains its.iden tity as tangible personal property-and-does not become a permanent part of the real property. C] Yes M No _ In addition, I understand that.1 am required to pay to the contractor the appropriate sales tax on any tangible'personal property, transferred to me pursuant to this contract, which is not installed by the contractor as a permanent part of the real property. THESE STATEMENTS ARE MADE WITH THE KNOWLEDGE THAT A WI LLFULLYFALSE REPR E- SE NTATION IS A MISDEMEANOR UNDER SECTION 1145(b)OF THE NEW YORK STATE TAX LA AND SECTION 210.45OF THE PENAL LAW PUNISHABLE BY A FINE OF NOT MORE THAN ON THOUSAND DOLLARS, OR IMPRISONMENT FOR NOT MORE THAN ONE YEAR, OR BOTH. Si nature of customer Title Date To Be Completed By Contractor. the contractor certify that I have entered into a contract to perform the work described by the customer above. (A copy of the written contract, if any, is attached.) Signatur f contractor or _icer Title Date President July 31, 1987 Its Town Hall, 53095 Main Road P.O. Box 1 179 Southold, New York 1 1971 TUDITH T. TERRY � TELEPHONE TOWN CLERK (516) 765-1801 REGISTRAR OF VITAL STATISTICS OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD September 8, 1987 To: Buildings & Grounds Committee Councilwoman Cochran„Chairman Councilman Schondebare Supervisor Murphy From: Judith T. Terry, Town Clerk Re: Dog Pound Attached letter from Garrett A. Strang, Architect, and attachments were handed to me by Councilman Penny who asked that I distribute to Buildings 8 Grounds Committee. r • i GARRETT A. STRANG ARCHITECT MAIN ROAD,P.O.BOX 1412 SOUTHOLD,NEW YORK 11971 516-765-5455 SEP 8 11319 sodko TOMc6i September 2, 1987 Mr. George Penny, Chairman Building Committee Town of Southold Main Road Southold, New York 11971 Re: Animal Shelter Dear nny and Members of the Committee: Enclosed is a copy of letter to Richard Saetta outlining findings of our recent meeting on the Animal Shelter. Also enclosed are the following: 1 . Releases from the various sub-contractors; 2 . Certificate of capital improvement, which must be signed by the Town and returned to Mr. Saetta ' s office; 3 . Requisition for payment in the approved amount of $44 ,938 .50. Please Note: Release of check is subject to authorization by this office upon completion of items men- tioned in enclosed letter. It has come to my attention that there is some leaking at the ceiling in the old section of kennel (between skylights ) . I have instructed Mr. Saetta to fix the leak and repair or re- place the damaged sheetrock. If you have any questions, please contact my office. Very truly yours, GAS/b Garrett A. Strang, R.A. Encs. -� f RICHARD SAETTA, INC. General Contracting 4 Bootleg Alley Greenport,New York 11944 (516)477-1633 REMM (516) 749-1060 AUG 31987 ■ July 28, 1987 .. _. :.._ $OWhOW Town Cork Mr. Garrett Strang, Architect P. 0. Box 1412 Southold, New York RE: Animal Shelter Your letter dated 7/13/87 Dear Garrett, In response to your letter of July 13, I will address your questions number by number: 1. The concrete slab for the fuel oil tank did not appear on the plans; it was provided by me at my expense. I had asked the employees at the Shelter not to fill the tank with fuel oil as the tank had to be moved. It was filled and the supplier will not pump out the tank. I would like to make arrange- ments with the Town of Southold to use their equipment to get the tank emptied so that it can be moved to its proper location. 2. The fire extinguishers have been provided. 3. The two improperly installed skylights have been properly installed and the operating poles and eyes, which had been back ordered, have been delivered. 4. It was an oversight that the concrete floor was not sealed; I missed the one mention made on Drawing A-5. 5. No instruction was given on the plan as to the painting of the interior. At a meeting with you I asked what was to be done with the inside and you told me the inside was finished-as it was at that time (unpainted). 6. The interior emergency light is completed. The plans only called for one exit sign - on the south side. That exit sign was installed. In addition, at my own expense, an exit sign was installed on the north side. The incandescent fixture installed at Kennel Room B will be replaced with a flourescent fixture; this was an oversight. 7. The fire detection system in Alternate Plan No. 2 merely called for smoke detectors - Pyrotronics No. DI-3W with base. These smoke detectors will not work without fire alarm control panel shown in Alternate No. 1 which was not scheduled to be done. Please advise and send specs and plans providing location for control panel. RICHARD SAETTA, INC. General Contracting 4 Bootleg Alley Greenport,New York 11,944 (516)477-1633 (516) 749-1060 .. -. ::-- Page 2 Letter of 7/28/87 8. East End Sheet Metal reduced size of unit on his own and we are now in the process of correcting this error. I would like to trade off the following items for items not completed: 1. My addition of concrete slab for re—location of oil tank. 2. Removal of existing facias and soffits, straightened rafter tails, installed new faceboards, soffit panel and continuous soffit vent. Painted exterior of existing building including new facias and soffits. 3. On existing building removed five ceiling cross ties, installed new ceiling joists, 16' on center, framed out 4 skylight wells, insulated entire new ceiling, sheetrocked, taped and spackled at my expense. 4. Replaced existing building rain gutters and leader pipes so system would become seamless. 5. Disassembled already completed dog run drain and replaced 90° with two 45° fittings and reinforced it with concrete to prevent snakes from breaking lines at the request, of Mr. Lessard._ - If you are in agreement, I would like to trade off Numbers 4 & 5 on your list for above mentioned work done and not included in plans. Since the alarm system panel was shown in Alternate No. 1, it would be additional to our contract. If you have any questions, please do-n't"hesitate to call me. Respectfully yours, ��W,4Z-m Richard Saetta President RS:bb \ Enclosures Cc: Southold Town Board ......GregIWPXt ..............................., N. Y.,...,JuLy.31..............198.7.... TOWN OF SOUTHOLD, COUNTY OF SUFFOLK, N. Y., Dr. Richard Saetta General Contractor Inc To......................... ..................�...........................Claimant Address.. 4 Bootleg A11ey, Greenport, NY...11944....................... Fed. I. D. No. 11-2754706 .................. or Soc. Security No. ........................ Contract Amount _ $51_,657 00 Payment Received to date _ 6,718 50 Balance Due 71 $44,938.50 The undersigned (Claimant) (Acting on behalf of above named Claimant) does hereby certify that the (Cross out one). foregoing claim is true and correct and that no part thereof has been paid, except as therein stated, and that the balance therein stated is actually due and owing. Dated .....July..31., , 19.f...... ...... . . .. ... .. .... .... .. . ... . Signature RIVERIUM BUILDING SUPPLY CORP. 7/9/87 Richard Saetta 4 Bootleg Alley Greenport, N.Y. 11944 Dear Mr. Saetta, As per your request I am writing this letter to confirm that all charges on your account #0190380 at Riverhead Building Supply incurred up to and including June 27, 1987 have been paid in full . This applies to all ,lobs including the Dog Pound. Sincerely, Francis Bartunek Management Administrator 1295 PULASKI STREET • RIVERHEAD, N.Y. 11901 • (516) 727-1407 NMH FORK WELDING P.0. BOX 547 GREENPORT, NY 11944 July 10, 1987 TO WHOM IT MAY CONCERN: Re: Southold Town Animal Shelter Peconic, New York This is to advise that all materials purchased by Richard Saetta, Contractor, have been paid in full, and there are no outstanding amounts due North Fork Welding & Steel Supply, Inc,, in relation to the captioned job. Sincerely, NORTH FORK WELDING & STEEL SUPPLY, INC. By: Joseph Schoenstein, Pres. �- BEACHWOOD Beachwood Lane Southold, N.Y. 11971 July 7, 1987 To Whom It May Concern; This is to verify that as of this date, July 7, 1987, all of the accounts for Richard Saetta with Beachwood have been paid in full ar_d to confirm his positive credit record with our company. Sincerely, UZ4�,- Edward H. Chiltcn LOCATION: BEACHWOOD EQUIPMENT CORPORATION North Road Peconic,N.Y. 11958 516 734 5611 (516) 878-8250 (516) 298-4817 North Fork Drywall & Insulation Inc. P.O. Box 1230 Mattituck, N.Y. 11952 197 _ I , 44 i !i g* gton tSONS Hardware Marine Supplies . Tools . Paint Telephone (516) 477-0317 120 Main Street . Greenport, Long Island, N.Y. 11944 July 7,1987 TO WHOM IT MAY CONCERN: Please be informed that the account of Richard Saetta, General Contr. , 4 Bootleg Alley, Greenport, NY 1194.4 is in a current status. There are no overdue charges as of this date. Si erel , A C��.OA44't HINGTON WH TE' SONS per Robert E. White 7/7/s7 H.C. PAINTING 477-9750 to: Richard Saetta, General Contractor, Inc. 4 Bootleg Alley Greenport, New York 11944 Total As of the above date I have been paid in full for work performed at the Dog Pound. Henryn A I fol - apl�m gelatka, H.C. Paintin Sal Prato, Electrician Wiggins Lane Greenport, New York 11944 LAYOUT License No. 1049-E & ALARM SYSTEMS WORK DESCRIPTION u cin1ffri NAME Richard Saetta General Contractor, Inc. ADDRESS PHONE 4 Bootleg Alley CITY DATE Greenport, New York 11944 7 ! 6 87 i As of 7/6/87 I have been paid in full for work performed at the Dog Pound. Sal Prato Electrician Customer's Signature of Approval FRANK J. MEYER PLUMBING 6 HEATING 1780, MARRATOOKA RD. MATTITUCK, N. Y. 11952 PHONE (516) 298-4604 { Ail work .performed at the Southold Animal Shelter has been paid in full. . Frank J. eyer 4 Qualitu (Sutter '%Sterna 58 WOODCUT DRIVE MA6TIG BEACH, t85 ;;max July 4, I987 Riehpxl Saetta Conta.etors 4 Bootleg Alley Greenport,N.Y. Dear Sir: All work completed at the Southold Dg Pound t;y QUALITY GUTTER SYSTEMS has been paid for in full. HJ man r dent P.O.BOX 325,MATTITUCK,N.Y.11952/734-7171 FRONT STREET,GREENPORT,N.Y.11944/477-1858 July 7 , 1987 Mr. Richard. Saetta 4 Bootleg Alley Greenport, N.Y. 11944 Gentlemen, Let it be known that Hunter Insulation was paid in full for services performed at the Southold Dog Pound , by Saetta. Construction. Thank you, James P. Hunter TEL. 765-2552 Southold Lumber Co., Inc. YOUNGS AVENUE P.O. BOX toss SOUTHOLD, L.1., N.Y. 11971 July 07, 1987 Richard Saetta General Contractor,Inc. 4 Bootleg Alley Greenport NY, 11944 To whom it may concern: All purchases from Southold Lumber to R.Saetta, General Contractor,Inc. have been satisfied. As of today, the account is paid in full. Kay Rios_ Boeper ¢_ KR/cmr GEORGE H. TAYLOR JOB INVOICE Mason Contractor 1645 Westphalia Rd. MATTITUCK, NEW YORK " ER NO. DATE ORDERED (516) 298.4850 ORDER T � DATE PROMISED ❑ A.M. ❑ KUL BILL TQC)i}/�/_ PHONE ADDRESS,/moMECHANIC CITY HELPER JOB NAME AND LOCATION s.. ❑ DI1 DESCRIPTION OF WORK ❑ CONTRACT ❑ EXTRA J �I QUANT. DESCRIPTION-PF MATERIAL USED PRICE AMOUNT ♦ I it I HOURS LABOR AMOUNT TOTAL MECHANICS @ MATMIAU HELPERS @ TLA p 1 hereby acknowledge the satisfactory TOTAL LABOR completion of the above described work: SIGNATURE DATE COMPLETED TOTAL P.O. Box 1184, Mattituck,N.Y. 11952 516-298-9683 516-298-9728 Bill Walters July 8, 1987 Richard Saetta General Contractor 4 Bootleg Alley Greenport , NY 11944 Dear Mr. Saetta ; This is to verify that East End Sheet Metal , Inc . has been paid in full for all work performed at the dog pound in Southold . Thank u , Bill Walters , Pres/Owner Wayside Construction Corp. 287 AUBORN AVENUE SHIRLEY, NEW YORK 11967 (516) 399-0966 (516) 399-6493 To Whom It May Concern 7/7/87 Wayside completed the job at the dog shelter , in Southold , For Richard Saetta which was paid in full on dates 3/9/87 and 5/22/87 . Thank You Sincerely , Luis Portal President 477-2525 SOUND SNORE EXCAVATING CORP. 477-1870 Located at SOUND SHORE SERVICE STATION Main Road, P.O. Box 159 East Marion, New York 11939 July 13 , 1987 To Whom it May Concern: Please be advised that Sound Shore Excavating Corp. has been paid in full for all work done on the Southold Town Dog Pound. Thank you. Ethel C. Schroeder, Pres. Sound Shore Excavating Corp. r • . I . MIAAau4M figk.•� LUMBER & SUPPLYRP. ®` G F y EXECUTIVE OFFICES 700 VETERANS MEMORIAL HIGHWAY •SUITE 302 HAUPPAUGE,NY 11788 TELEPHONE: (516) 7245600 FAX—(516) 724-481 July 27, 1987 To Whom it May Concern: Re: Richard Saetta, General Contractor 4 Bootleg Alley Greenport, NY 11944 Nassau Suffolk Lumber & Supply Corp. is not owed any monies by above customer for materials used for Southold Dog Pound. Very truly yours, Katherine A. Miller Assistant Credit Manager KAM:lmt c.c. file Serving Our Customers For Over 60 Years BRANCH SALES OFF/CES HUNTINGTON RIVERHEAD SMITHTOWN ROSLYN LOCUST VALLEY MEDFORD PORT JEFFERSON • • 421-3200 727-1474 • 265-1000 • 621-7676 • 676-2220 289-6900 928-1515 ;T-124 (4/82) Now YookState •'4 '� aid RW CE New York State and Local Sales and Use Tax Certificate of Capital lm rovement To be completed by customer and given The contractor must collect the sales tax to, signed by and retained by contractor on the full amount charged under the con- making capital improvement to the real tract unless the customer gives him a prop- property. erly completed Certificate of Capital Im- provement. This certificate must be issued to a contractor by his.customer as evidence that the work to be performed will result in a capital improvement to real property. THIS CERTIFI- CATE MAY NOT BE USED TO PURCHASE BUILDING MATERIALS OR OTHER TANGIBLE PERSONAL PROPERTY TAX FREE. Acceptance of this certificate by a contractor does not relieve the contractor of his liability for the payment of sales tax on his purchase of building materials or other tangible personal property incorporated into the real property as a capital improvement. Read this form completely before making any entries THIS CERTIFICATE IS NOT VALID UNLESS ALL ENTRIES ARE COMPLETED Name of customer (print or type) Name.of contractor.(print or type) Town of Southold_ Richard Saetta General Contractor, Inca Street address `- Street address Main Road 4 Bootleg Alley City State ZIP code City State ZIP code Southold, New York 11971 Greenport New York 11944 Certificate of;Authority number (if any) Certificate of Authority number (if any) To be completed by customer: The nature of the work is as follows (give description of capital improvement to be performed): Addition to Kennelsat Dog. Shelter The project name and address or location where the work-is to be performed: Southold Town Animal Shelter Main' Road Peconic. New York (see other side) -T_ ST-124 (4/82) (back) ` GUIDELINES A capital improvement to real property is defined in Section 1101 (b) (9) of the Tax Law and Sales Tax Regulation 527.7 (a) (3) which state: A capital improvement is an addition'or alteration to real property which: (i) substantially adds to the value of the real property, or appreciably prolongs the useful life of the real property, and (i)) becomes part of the real property or is permanently affixed to the real property so that removal would cause material damage to the property or article itself, and (iii) is intended to become a permanent installation.- THE nstallation.THE WORK MUST MEET ALL THREE OF THE ABOVE REQUIREMENTS In distinguishing between a.repair and a capital improvement refer to Publication 862, Classification of Improvements and Repairs to Real Property for Sales Tax Purposes. am the owner'® , tenant 0 of the property identified on this form and I certify that work described on the front of this form will result in a capital improvement to real property (within the guidelines set forth above). If it is later determined on audit that this work does not qualify as a cap- ital improvement, I understand that 1 will be responsible for any sales tax, interest and penalty due on. said work. This contract includes the sale of tang iblp,personal property which,when installed, retains its Iden �tity as tangible personal property•and•does not become a permanent part of the real property. O Yes No In addition, I understand that.l am required to pay to the contractor the appropriate sales tax on any tangible personal property,transferred to me pursuant to this contract, which is not installed by the contractor as a permanent part of the real property. THESE STATEMENTS ARE MADE WITH THE KNOWLEDGE THAT A WI LLFULLY FALSE REPRE- SENTATION IS A MISDEMEANOR UNDER SECTION 1145(b) OF THE NEW YORK STATE TAX LAW AND SECTION210.45OF THE PENAL LAW PUNISHABLE BY A FINE OF NOT MORE THAN ONE THOUSAND DOLLARS, OR IMPRISONMENT FOR NOT MORE THAN ONE YEAR, OR BOTH. Si nature of customer Title Date To Be Completed By Contractor: the contractor certify that I have entered into a contract to perform the work described by the customer above. (A copy of the written contract, if any, is attached.) l;ignatur f contractor or _icer '+ Title Date President July 31, 1987 GARRETT A. STRANG ;{, ___----- ARCHITECT MAIN ROAD,P.O.BOX 1412 SOUTHOLD,NEW YORK 11971 -.---- 516-765-5455 A3 f 'V July 13 , 1987 Mr. Richard Saetta Saetta Contracting � �- Bootleg Alley i U Greenport , New York 11944 4 1 i0 e;o! OF IS'0UTH ,LrD Re: Animal Shelter, Peconic M Dear Richard: I recently made a field inspection of the Animal Shel- ter, and find that the following items are in need of correction or completion: 1 . The fuel oil tank must be relocated to the concrete pad which has been provided. 2 . Fire extinguishers must be provided, as per plans and specs. 3 . Two ( 2) skylights in the new kennel area were in- stalled upside down. They must be reinstalled properly. Screens must be provided for all four ( 4 ) skylights , as well as appropriate hardware (hand cranks or poles and eyes ) for operation, as per the Owner. 4 . It appears that the concrete floor was not sealed after installation. Please provide substantiation if sealing was performed. 5 . The interior concrete block walls and ceiling were to receive paint, as per specs . Please arrange. 6. Emergency lighting and exit signs must be installed at the north and south exterior doors , as per electrical specs . In addition, there is to be an exterior lighting fixture at these locations. In addition, an incandescent fixture was installed in lieu of a flourescent ceiling fixture, at Kennel Room "B" . Please arrange proper credit . 7 . The fire detection system, as per plans and specs, has yet to be installed . Please arrange as soon as pos- sible. Mr. Richard Saetta Page Two July 13 , 1987 8. The installed heating plant ( 125 ,000 btu ) does not conform to the specs , inasmuch as I called for a 200 , 000 btu furnace. This must: be replaced with the proper equipment. I: trust you will correct: the above items and complete those unfinished, as soon as possible, so that the project can be closed. I:f you have any questions, please contact my office. Very truly :yours, GAS/b Garrett A. .Strang, R.A. cc: Town Board � t �E oly GARRETT A. STRANG ARCHITECT MAIN ROAD,P.O.BOX 1412 O � � SOUTHOLD,NEW YORK 11971 516-765-5455 June 30 , 1987 OFFtCiE Mr. Frank Murphy, Supervisor Town of Southold Main Road Southold, New York 11971 Re: Animal Shelter , Peconic , New York Dear Mr. Murphy and Members of the Board: As per a meeting with your accountant, Mr. Cushman, this morning, the following is a clarification of our contract of February 12 , 1986 : The fee of eight percent (8%) was based on prevailing market rates , as determined by McGraw-Hill Construction Analysts . in the amount of $105 ,933 . 00. (See enclosed) . Subsequent to my completing plans and specifications for the total work, the Town substantially reduced the scope of the work to include the kennels only, due to inflated contract bids for the entire project. If the Town proceeds with the Administration wing in the future, based on the plans and specifications already pro- vided, my fee for this phase would be based on a reduced scope of services for contract administration, review of bids , selection of contractor , field visits , etc. I trust that the above answers any questions you may have in connection with my compensation. Very truly yours , c. b/ Garrett A. Strang, R.A. cc: Mr . Cushman CH-"Ff�'� � _ Cr E - C./�`1G/f1 F✓rs(/k �y�! 1 Ll4Ti �,� 1 '4r 7. r., ye; ,i. - � ,'� ♦ «—._._.—.w• .,__.--"--..+"-_--._• ...,_—+-r,� wn+.�____-__r___�. I � •'� � � � •,4I il! � !'�� ��� T �A� r } i,r i t 1#} 1 I t i �, v,,,.•_. . !; �yJ 'y ,7 d 4✓ �++r' TJ!S , tiAll l f " wr ¢ t� fV• t � t'ti1 k.�_r 3+'-1 4�.'PICM*.3"►f�n, °A�'� IC�"aY:-��+,. �" ,t,��f.+` i��+(�'r"�'e S; ✓'� �! k"& IHI.F"C ay' .._,. .. 'i,. ............w,n.. }�` `1£i', i'i'•`'./' Tr'- ' '} fl�jf#1' •�� s �:1IfI�i,. '+r la'I.1r -r'z /n�r*_,tA�"� ,ri.,,. Ivy- ar �► �'��. �MOM 'Tk1.A $ .d} - A ........... tT , Y' 4 .+.r r, h _ �: 1 J .. �Yr��Y./w, .3C f R.FM,!h. - ,::.'': �: - _. �."'"^e"'! .,••,�-••-'-w, .j I i t 1'. -_,+:.::..�:.w - C- 111fiic.+i� nth!• Mtr \V/ 'A+' r i. i+»i_� ${ ,� ,//� \ 11+31�'"�rd4.�.�.�r..xri�,!' e,±�`...' W,/�+#'"ice �rfi �+ „r�'V` �^� r`,'��r� � �v1,. � .�' ,�P..,j �w'•�+,,.? , � Y . ,, � '�'3 � '4!M't'�'?H ,�^ �►t-law'1�,i. ./�!.1�"'_i!�:1�.M� _ _ � � ,;/!"(�""�#P+�� �>� ;�s �� "� � ;�i�✓f'�r`.:/'�" �" � � `�4_-''['."d.err ,Ci'r_r / ' - ++k''f 'i i s :4!']i ,^,�s.^ i �. -t ;jrJC 1 ': 17A1 �rq }i r � i 1 f {{ i MIT .4 l _ p�y� �, �..P��i���i�Tj ,�. •�I��� �A 't # I �9 f, !� psi 7�1 ,, }:,�+����: �' 11 ! TNTER rNX ww , �-5C�'�-"�!P,.i,�!:j � '.'1�""' l�rA � �. lYYrwi► al�nr ��r. `. i'Tr 1=,;,�' '�. ..� w'L�„ '�a°, r�+' --__.__ _,- .. ._._.._,__ , t�5*11 -reI"el j C++1.� ' -v-ia-j : i y�}yw+'r}� WOW r� fes- ✓ { kk' { t' F \ � rYYl�llprYr lip j 1 • ract'gr 's tQ to#pect t # r : wror . �; t_ - t ."yam �ii_'?4#.Y ILU all un"r9rok1 servi6es and uti3 tties and '✓ i 1 it i{ I I'� i , V� y,r � I I � � � I a J ? : �It , _- -_.: r''� y f.._. � 1 o .s � 4 ►�It 1lF. C 4r "' / `,� 4 1 + } r i ! j f +4-, , i 2. round services � , utIIiti.es damaged Aurinig construc- I _� �' � ? � '� f, 1 �' �� ! � I � �� 1 t � � � , , � ' ��"�►� # � � � � �I wI I r� fired car replan Ott the ex �nse o� dant t r. =;,��►1 l ,1 -� r o 3. con. o *tel l 4, on�tr ter, its 00ordifta witch electrical a�n4 dra m a cep trsc- tors fvices.or location an installattion of art l w u�rgrc�uf�d SEt�`� � __ � __ _ ._,_,_.�!!! - -- - — 111 5. istirig septic tank and Le ping rings are shote in their - ---- - - - -- - 1 { f i j Ap oximat� iaw�atioA�. th�re�o�re. caaf`4� mtast 1e �sxercls®c c3u- _ - �!" � =�. . �-�- -E-,--�-�. rim ari word + ale rioto d .ra rings, Pig +` +►.s�r or • -- - — - - ; ,•, ,� zf`�? a AT a . TERW � ..._._.. _ ...__ ___._ 1 � I � I � '`+y�� •`��'`�..(`' ' ��� '�f; •- �� if--�"I r.� s _ � RECEIVED A N 91987 Clp.& Leuthold TITLEf ,v .'�'S !`.✓ r"", _",._" -_....._.......,,,......,..,.....'...,.sn«,�...,w....._ ,...-.._ GARRIETT A . STr ' ? .._ RANG LOCATION .E J r! •�, „A a r c h f t e c - SED DRAWING No SCALEREVISED Main Road P.O. Box 1412 Southold N.Y. 11971 DATE .-I ,, k 516 765 - 5455 DRAWN BY ts�t w ✓ PROJECT No a"* x _ (f �il ✓ 7 :watt =' t --- - — `'i LAV, LA i - 1 , I GAO, a AllOld f h 1 #; 'i` l ` � - ii M } Vit;:i M1 /�''!Y^ `J '{r. !Dt ! wle i : h I • �,,, �j{•;f�`I]`-K:1 � �-•- ,7L',l/.�"Y"�rte'. �,��� � _ �.__- ___ _ ____. ... ___- ...._ _ .--_ _ _-__-_ ____,.-, -_- __._._..-- - -.._._..- -_ _ ...... - - -IIT. _ ---- ---._.._..,--.,. Pee,. —r j r LAI j 1 � 7k : it _ ` �} ` �J- t �1. look 0,'5 f"ji :i'f�,r=�T.�l'1s1 jo,• j,. "n E ; + __ --- I• _ - F3 /`-'•,`,� ._.;..- .__ -,c .._._1 �•�'--' _- _ _ »_-= 'ac'L' 1 fir C/A 17 111 iii"' 44 i . ' 115;71 all i � - A=til .� t ------ _"� ��•n- T x �- ! Ifs�s yam >i..� s >� Orr: .fir ,�.• . . - 11 /�, ,1.3 3 ________. . .-__ _..—... °,. _.,. .Q - � iii% s�� cO��:�A�N '� � `>»r..` '7# I i •� 1 ,f}•'���%' �6.`.;,r'3 �'�= ""' �' I, _,h'!-,J l` °i ' r� a 1` 'z ! � 1 ...--.._..__.._..__.._.--___._.---.. 1 k',lf�s�!,�Iy` ,r�.•.'✓n' r t.�,i�.� 1_ 9 11 � ` � f f .i•xm;iz.• _.,,..,.n.,,y..—�_.au..�.wrt. i3. .' vrrsw...am.. ,m . v f _ 1� ,,(l�•..:,>•I.,.x '!.l� y,� "•___. __-.'-___ -- � •,�� 1 r —/ I . r , iii? wtV� I JI I 1 L t ,:,i'"!�,- ,�•` �. 1?!3'� f � 1 i+^V. !/•.W i' �}'1.S f lK.w'IYrF � �+ � % z t d.�..•' L•,T„ ^'�!�`�...r�� ��t��,. l� � li _ _ iJfi _ �' { i .' vl . — i; ! ' CJS M_ N ' i �, 3 {if �''"` � .�# r - it _�`�`_v, .-."-"�► V. iff ,r.+.; w•.wRnwu*..cam - - -- .' - - t' ,��rw�� �71s•/1:jaA�7 l� -1z. • _ 1 _ _ jt _ / 'pI i :rii .. • zk, ,,r a t t I t9'J%CF�.,y_"-'•__ ._...=.-^'C- '_ . >. \ F`. 9 MJF' fM� 4� - 17 77- 7 3 - Es E 77 �J #"} _vim-s-ss� : ._ ---e _, ---�- f f � ./�, ...d•.f �,:� :'y�"� � � � f 10 vJ ' �` fr.S , 5tf !3 lS 1 j �/ r✓_' -a -- — _._r Fmay,{' `/ .�f#" t� •>. , ..-•1, ' . / ! ! + 3} F ._ \ FOUNDATtON NOTE S : ` " �f ; t.. •�. f I . ALL FOOTINGS SHALL REAR UPON UNDISTURBED SOIL. HAVING AN ASSUMED SEASINS CAPACITY Of 4rM�>�0 P.S.F . BEARING +CAPUI Y OF SAIL TO BE VERIFIED BY THE CONTRACTOR PRIOR r I TO PLACEMENT OF FOOTINGS .�'M j If _ C!/'.,i•tL�L�' '� l �P� c`�r�,i£Y h ; ALTER t rq r` �` ��. 's em'',`:• "1rl't N AT 2. 'CONTRACTOR IS TO VE*IFY ALL FIELD CONDITIONS PRIOR TO �•.- {� - „ , � �, • f.. f BEGINNING Of CONSTRUCTION i 15 TO REPORT' ANY i ALL DIS- al -� , , Q CREPANCIES TO THE ARCHITECT . # 3. ALL CONSTRUCTION WILL CONFORM TO ALL STATE Mi LOCAL COUtSf LATEST EDITION$. - ---- 7;r, ' • 3 - :. . 4. ALL CQ#CRETE CONSTRUCTI-OMS SkALL C04fORM TO THE AMERICAN M r r..../y.. ' C€tHCAETE INSTITUT UILOINiS CODE R�EIIUIREMIN t RE1Nfi�iICED CONCRETE • ACI 31,4r LATEST EDITION. 5. ALL 14ASON1RY WORK SHALL CONFORM WITH "NATIONAL CONCRETE MASONRY ASSOCIATION STANDIIROS"# LATEST tDITION. . },r�•11r_��. l "L d i 6. THE ULTIMMATE, COMPRESSIVE STRENGTH OF CONCRETE 828 DAYS v •'!'- r \ WILL BE: FOUNDATION & FOOTINGS 3#000 P.S. I . I' • - -- � ,�q11,. _ �s '�.S .�l.I. almlls wwwunl i.... fie a.w. slwe ir. allr ,.war wrw.r talc .Ira : ..IS.. ,..�. . SLABS yy pyo ��yy r 1` FLOORS & G f'�OMI f . I . �-f�tM i �-► T _i y �---� CONCRETE SLABS WILL HAVE EXPANSION OR :-{�':1 'C ,Tr AS rIJ� �` �t� -'-- x '�� M►�•�. ' .'- ''; ,,,` o,.,,� '' .,,� , � � � � �•"'.•..1i �� r ��e�i��€�. RECEIVED , f� � ,����- -- _ - _ J a.r1 91987 TITLE R . GARRETT A . STRONG LOCATION rt !'- .s•- %" r`, ._ _ { architect .;, , SCALE - REVISED DRAWING N4 42A\1 Main Road P.O. Box 1412 Southold N.Y. 11971 DATE 516 - 755 _ 5455 DRAWN BY y { • .• •w rwc mwan.+nom+ r.,ua•rar.:. n..esnm«-<,o-.^,--:.:a',rzw,rr:m e. :wcr=ssti_.carom.,^n-+.r< ,.,m•_-:..v-,a --..ra .<..:,nm.,-:rna .,..,Asa..:>.aa,,..ms«xz;,:,mar...c.aur.:.,.,:,+_:.a -::.,3.-sir,:ra<-.ate-s,:c,.w-s,>,..c•..--,<,- ....,.. . .. --1: .,- ,., .. .. - - .. „_._- .- .-- - - i; _ �n. Y # +� ! O THE i ESI6M€ FOR $ RE`ETSALL E € K ENERGY . il # 1� 1 # !1 'Y RJl3i ft '� . �1S � �#�k�i �E�bl 0 - 1t ME NTS OF Ttt W Y0I! #TAf�TE €iY CODE. _ 7 GLASS d - i :)!- JECC.C1RtttE ,KITH.` EI„ ' ,► , NSILA C? �. }' % Of aLAS5 LL S.F . : 1TR I R.°IMlT S. SID€Ii A .�► 1. 1 5 4.# 1� . i . COOK n 2. ALL WINDOWS TO B€, INStILAT€0 �aLASS. THEF�M�►L BREAK• z rT- *-S s R` WfAirw RSTNIPPED & FLASHED AS REQUIRED �iITH ,� MAXIM�3MP U�� to E PE : _ + , - _ t- �....: .,. . 1 k M IMF ILTRAT10" RATE 0: .5 CF14 R VAGUE .69 A MAXIMUM LINEAR FOOT . 3. ALL EXTERIOR DOORS TO BE INSULATED THERMAL BREAK, yR ►THRRSTRIPPED• tt FLASHED AS REQUIRED WITH A MAXIMUM "U" .40 AND A MAXIMUM INFILTRATIOt RATE 0 .50 CFM Ii PER SiIUARE FOOT (SLIDING) ` 1 .0 CFM PER SQUARE FOOT —;K HVAC £QUIPOENT MUST CONFORM TO SECTION 403.13 Of THE 4� ANEW YORK STATE ENERGY CODE . _;� ;� _ '_ .• ------ i; THE �14ESTIC WATER HEATER SHALL HAVE A MAXIMUM TEMPERA; U RE '�-`- --- - _X -- —.___._,__ x ! _______ _ - --~ """""- � i; 3• SETT' * OF 140* F AND WILL CONFURM TO S€CTiAfl 404.3 Of I ' 1! 4 {; THE tWEW YORK STATE ENERGY CODE. i } _. ..__. . ..-._... _._ 403 3 O THE NEW YORK I TO CONFORM TO SECTION • --------- - -_- -----' � � i >S. ALL CONTROLS N M STATE ENERGY COD { � �,_..._.—_. �`_—.._,__--x—_-_._-- .--•-C I � vv YJ`-•r�i �.�-----rr.. E� r,:A _. Uk __.x . . was � } },trll amu. w i10 -y y, x Xkl '� • � kk�d �.!�/ aE -- Y � ,,, i t ,# I i:f« �, � 'ic'"'°` „` �I; s�'GQ,. .,._ _.- - ---- - - . ' "_. .�_ ,_.. .-._.__ �.� .�.- ._ � __ .._. . _., :, ! i i •1 01 1 '4+t Zxv _ {t.fjfr I - , fy?'.`} ! 'M• ' _. I` n TO W- if _kms '—' •.—.rte_ \,_ .l '_, "•' _ ... �:.,,r.:...�" � .._- • "� �'�` ;�� � �-`��1 t��t3 � � � � t �' yJ}�►y! x � ,,. � �• , . ��r-Y � _�_ �---+ ; �, Kee �I$ , I U, e!! t ((}p { 1} � �, r. t'� '!�1;1; �4. - - - + / ullr.j, ' f jt t >d• i t � All z I 4 t '. • } i � Ik ,• i,F, \ { ;. ,f t +z � It -,--___-- • : � fit• 1 � -� - `4414-2 •7 '-l` �'�,--- = ,� `; ,--• i. 4 ti�r,,'', 'Y =" rte,' - I i:Jyj�� S/-�;�•G+FR•.. l a t } { `{ • X12{ "L/ - • c� 4 a - �, � •. ,.� � __. ..sem---�X ��� M,�i! �'t3 -+� � —' � ;! � �;��3` --' _- _ _ � � ,`.: � �, . { x kms'_._.""_` ' � ' s� '�'t'}� �; � � "'��° �,,.....r..�'..__ __` ! �1� ('�rtt-r,y'h�S ; !� `�',✓•� 1 _ - w. PIN—it#= tl� r `-I .I - .r __ .,.a �\� {I • � •• ' - } ran .ash 2'-_3rY 1##F•-++ X 15 r � • ... . F "S - ....: ...r... L i •'.' G 1 .) 1 :f. •f f ��' i1 - J-� le li_ Il.�es dig t� rj I �ry _• ! � ';,tg•4`t }1 i t1 ; 1ej'.'."'�f�� ! ��}1 '• _. __ '�� �- !..___i_ ,� LJL� �- � � LJ r/�.p. � � .''-�'Jk•;�"` °• x ' `'�'�� f ��l, f �t -07 .a 36 54 1 { tts t H dal. �1 { W7p ! 12 twat-- � ' •; x __.�,�. x i --------- i `�a all gyp• � o + g _ ,�:�ll 1�•� � ' � �--- •,�•' � tis Back W*U + Side Wall . y / Fit.29 C. '� �" ' RECEIVED � w� .-r�+� ° .28 J A�1 91987 I rz a s"-' _•-___�____ . --------�-- --�--�---•--"' C' r ttlakae sow ttt�ltata tTwets .., a.. -t�" ✓G ^'T''-t _. ___--- .-M--------- g Toy++ CI�r4 ceu#hold � �`" woo TITLE G A R R E T T A . S T R A N G LOCATION r' •i,{ li '' 2t . r1.architect � �'_� � ' "`_ J— ;+ REV1"!fq :r. DRAWING M4 SCALE , Southold N.Y. 11971 Main Road P.O. Box 1412 DATE x 516 - 765 - 5455 DRAWN By PROJECT N. /�•: f GARRETT A. Sl RANG PO BOX 3,412 SOUTHOt-L) NY 11971 SOUTHOLD TOWN ANIMki- SHELTER PECONIC NY HPRIL 4, 19136 kb f I A'i E 1%4 u LbH i tmt, ------------------------------------------------------------------------------ DESCRIPTION LABOR MATERIAL su 12f, ------------------------------------------------------------------------------- !-OUNDATIONS 9. 117 4, 903 1A+. 020 7. ,ii rLOORS ON GRADE 3, 371 3, 194 6, 51E5 3. 3? buPERSTRUCTURE 8, 213 7, 763 .5, 976 8. lq ROOF'I NG 51891 4, 669 10, 560 5. 3� EX-fERIOR WALLS 12, 591 9, 848 22, 439 11. i-,ART'ITIONS 3, 316 5, I25 6, 441 4. WALL FINISHES 1, 707 417 �, I24 1. 01 r*L-OOR FINISHES 1, 106 2, 640 3, 746 I L I-EILING FINISHES a, 092 957 3, 04':0 l. b- iziXED EQUIPMENT 0 0 0 0. tIVAC 3, 310 3, 310 6, F,20 ,�ILUMBING 2, 449 3, 266 5, 715 2. i-lif ,=LEC,rRlCAL 3. 339 3, 339 6. 676 ------ ------ ------- �:UNSTRUCTION TOTAL- 569 502 4159 431 105, 933 5.3. 71- a ' moi, �r - � � ,�, � ����✓,1�� X �P7o v�or oo 2-f�o Z, 0,0 0 200 /17100 -7 Zo 0 y/v//87 2.00 G/iG�P7 Zoo 70 0 -ew,7 , -r"y '040e G c �� 07 ✓V~Pe 14,mo4 GARRETT A. STRANG ARCHITECT MAIN ROAD,P.O.BOX 1412 SOUTHOLD.NEW YORK 1 1971 RgaM 516-76S-5455 FEB 19 1986 February 12 , 1986 74w"Ck k Southold Frank Murphy, Supervisor and Members of the Town Board Main Road Southold, New York 11971 Re: Proposed Alterations and Addition to the Animal Shelter Dear Supervisor Murphy and Members of the Board: As per a recent meeting with Mr . George Penny, Chairman of Building Committee, I propose to review your ideas and requir-.ements for alterations and an addition to the existing animal shelter; prepare preliminary plans and final working drawings . I will assist you in the bidding process and in selection of a general contractor . I will also make periodic visits to the site during the construction phase. The scope of my work- will be as follows : PRELIMINARY PLANS: Development of scale drawings of both plans and elevations , which will be submitted. for your approval. DESIGN DEVELOPMENT: Refinements to the above, as required. WORKING DRAWINGS and SPECIFICATIONS : Upon acceptance of the Design Development phase, I will prepare detailed construction drawings and speci- fications-for use in the execution of the design. SITE VISITS : I will make periodic visits to the site during the course of construction, to insure compliance with the plans and I will be available to answer any questions which may arise in connection with the drawings . Frank Murphy, Supervisor Page Two of Contract (Animal Shelter) February 12 , 1986 My fee for the above will be eight percent (8%) of -f•ai:r-the dgprice }eOst�' and will be payable as follows : accep * Retainer/$1 ,750 (The. Town may not Payment #2 Upon completion of pay for services which hav 25% of fee Preliminary Plans not been rendered. ) Payment #3 Upon completion of 25% of fee Design Development Payment #4 Upon 50% completion of 15% of fee Working Drawings Payment #4. Upon 100% completion of 15% of fee Working Drawings Payment #5 Upon receipt of bids 10% of fee Payment #6 During the course of construction, 10% of fee billed monthly. *Retainer will be applied proportionately to payments two through six. This fee is strictly for professional services and does not include any costs for surveys , etc . , which will billed as incurred. Substantial changes to the plans requested after- acceptance of the Design Development drawings will be sub- ject to extra charges based on the man hours required to execute said changes . This contract may be terminated by either party upon seven (7) days ' written notice. Compensation due to the Architect shall then be based upon the completion status of the plans rendered to date, relative to the aforementioned payment schedule. Kindly sign where indicated below, if you are in agreement with all of the above, and return one copy of this contract, together with the retainer , to my office at your earliest convenience. Thank you for the opportunity to be of service to you. Very truly yours , �y21 b/enc. Garrett A. Strang , R.A. February 25, 1986 t Date F J. M by Sup vi Town of Southold Town Hall, 53095 Main Road P.O. Box 728 Southold, New York 1 1971 JUDITH T.TERRY TELEPHONE Town CLERI: (516)765-1801 REGISTRAR OF VITAL STATISTICS OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD February 28, 1986 Garrett A. Strang, Architect Main Road, P. 0. Box 1412 Southold, New York 11971 Dear Garrett: Transmitted herewith is the executed acceptance of your proposal with respect to the alterations and additions to the Southold Town Dog Pound. Please note changes on page 2, which Councilman Penny assure me he discussed with you and you agreed upon: The words "accepted bid ' price" have been substituted for your wording "fair market construction costs". Also, the words "upon signing this contract" have been deleted as the Town may not pay for services which have not been rendered. Very truly yours, Judith T. Terry Southold Town Clerk Enclosure 00 /�d Ar 7 & 1, 7-00 3/Zy��'7 ZO O y/2//87 2,00 If-7 7,00 File GARRETT A. STRANG oECtIVtD ARCHITECT MAIN 12 MAY 89 W7 SOUTHOOLD, NEW YORK 11971 516-765-5455 Tom rit May 28 , 1987 George Penny, Chairman Building Committee Town of Southold Main Road Southold, New York 11971 Re: Animal Shelter Dear George: Enclosed is Change Order submitted by Richard Saetta in the amount of $3 , 100 .00 for additional concrete curbing at the aobve referenced project. Please review and if the Town agrees , have signed and return to my office. If you have any questions , please call . Very truly yours, B/enc. Garrett A. Strang, R.A. CHANGE Distribution to: ORDER OWNER AIA DOCUMENT G701 ARCHITECT CONTRACTOR ❑ FIELD ❑ OTHER ❑ PROJECT: Southold Town Dog Pound CHANGE ORDER NUMBER: 002 (name, address) Main Road Southold, New York 11971 INITIATION DATE: 4/6/87 TO (Contractor): '� ARCHITECT'S PROJECT NO: Richard Saetta, Gen'1. Contr. , Inc.1 CONTRACT FOR: Dog Pound 4 Bootleg Alley Greenport, NY 11944 L CONTRACT DATE: 11/17/86 You are directed to make the following changes in this Contract: Incorporate with concrete slab work a concrete curb 6" high by 4" wide to run between individual dog runs internally and externally to contain runoff from one kennel to the next. Not valid until signed by both the Owner and Architect. Signature of the Contractor indicates his agreement herewith, including any adjustment in the Contract Sum or Contract Time. The original (Contract Sum) (Guaranteed Maximum Cost) was .. . . . .. . .. . ... .. . . . .... .... $ Net change by previously authorized Change Orders .. . . . ... .. .. . . . . .. . . . . . . . . ... .. .. . . $ The (Contract Sum) (Guaranteed Maximum Cost) prior to this Change Order was . ... . . . . . . $ The (Contract Sum) (Guaranteed Maximum Cost) will be (increased) (decreased) (unchanged) by this Change Order . . . . ... . . . . . .. . . . . .. . . . . . . . . . . .. . . . .. . . . . . . . . . . . . . . . . . .. . $3,100.00 The new (Contract Sum) (Guaranteed Maximum Cost) including this Change Order will be . . . $ The Contract Time will be (increased) (decreased) (unchanged) by ( ) Days. The Date of Substantial Completion as of the date of this Change Order therefore is Authorized: R. Saetta, Gen'l. Contr. , Inc, Town of Southold ARCHITECT � Boo_ egR Alley main Road Address Address Address Greenport NY 11944 outhold, NY 11971 BY BY BY DATE DATE May 26, 1987 DATE AIA DOCUMENT G701 CHANGE ORDER APRIL 1978 EDITION I AIA® © 1978 THE AMERICAN INSTITUTE OF ARCHITECTS,1735 NEW YORK AVE., N.W.,WASHINGTON, D.C. 20006 6701—1978 4I[ caIva D !11 GARRETT A. STRANG ARCHITECT MY 11167 67 �" MAIN ROAD,P.O.BOX 1412 SNV" • SOUTHOLD.NEW YORK 1 1971 516-765-5455 May 6 , 1987 Mr. Richard Saetta Saetta Contractors 4 Bootleg Alley Greenport, New York 11944 Re: Animal Shelter Meeting, 5/5/87 Present: G. Strang, R. Saetta, G. Penny, V. Lessard Dear Richard: As per our meeting at the site yesterday afternoon, it was observed that the perimeter insulation and the vapor barrier have both been installed to the satisfaction of all present . Therefore you have authorization to proceed with the placement of the concrete slabs as soon as possible. In addition, the following items were discussed: 1 . Installation of two ( 2) 45° elbows at the interior catch basin to facilitate ease of cleaning the drainline. 2. Lighting fixtures to have glass protection of incan- descent lamps. (Jelly jars ) . 3 . Main incoming electrical service conduit mounted to wall must be protected from access by animals with either a solid covering or installation of kennel cage end panel . 4 .You should arrange for proper installation of insulating material within the cores of the masonry units. If you have any questions, please call. Very truly yours, GAS/b Garrett A. Strang, R.A. cc: V. Lessard G. Penny _ , COPY FOR YOUR INFORMATION GARRETT A. STRANG ARCHITECT MAIN ROAD,P.O.BOX 1412 SOUTHOLD,NEW YORK 1 1971 C IV Ito 516-765-5455 MAY in? April 24 , 1987 Tom"k Richard Saetta, G.C. Saetta Construction 4 Bootleg Alley Greenport, New York 11944 Re: Renovations to Animal Shelter, Peconic Dear Rich: Please be advised that I performed a field inspection at the above referenced project today. Although it appears that the slabs should be poured shortly, I find no evidence of a vapor barrier installed at the interior of the kennel building, nor is there any evidence of insulation in the area below the slab. Please take the necessary measures to insure installation of the above prior to placement of the concrete. You have recently advised me that insulation would also be supplied and installed in the cores of the concrete block. At this time, there is no evidence that this has been done. Please advise and/or install. If you have any questions . Ver truly y yours, GAS/b Garrett A. Strang, R.A. cc: G. Penny PRODUCTlA&9_ EO USE iN COMPANION 777 DU-0 VUP ENVELOPE nENGLAND -JETSE IE 'L7 J -N W UM NE S E V/C INC., N,MASS.01471 GARRETT A. STRANG DATE January 8 , 1 986 ❑ URGENT Architect ❑ SOON AS POSSIBLE Main Road P.O. Box 1412 R"Im FILE NO. 86 : 0 7 ._ ❑ NO REPLY NEEDED SOUTHOLD. L.I., NEW YORK 11971 (516)765.5455 JAM 91987 ATTEN TION Richard Saetta TO .r ,n0,,.1, r^11thold SUBJECT _Southold Town .....Mr........_R,ichar_d.,_. _ .._ Animal Shelter lter... .... ........ ..... _...._.....4......Bootleg_._A.ileY......... .............................. ............. ..................... .... ......._... ...... ....... .... ........... . ... .......... .... .......... . .......... ........._.......G.Kegn Q.rt, New_ York, _ 11944 MESSAGE Dear Richard: .... .......... > Enclosed herewith P.l. ease find three copies of Drawings SP-1 A-1 , .... _..1...._......._.._ ........ ............. ........... ............ ....... and A-2 , Revised 1/7/87. This revision depicts the changes in the .. drainage_ system as discussed in our meeting of Wednesday Jan. 7 ................... _.... ....... Please advise if there is any change in the cont ct sum, an arrange ...... ....._. ... ......._... ..... ........... .... ....... for the work ASAP. _.......... ......___ S/GNED REPLY .... .... ................................. . ....... . DATE OF REPL Y ....... ..... .... .. ......... .............. ........ ...... ... ........_. ........................... ........ . . . ........ ... . ........ ...... ....... .... ........... SIGNED RECIP/ENT. WRITE REPLY, RETURN WH/TE TO SENDER. KEEP THIS PINK COPY. 1 � 171NKKt I 1 M. a 1 nmil 71 DATEC'�• Y_r ' LJ Architect El SOON AS POSSIBLE Main Road P.O. Box 1412 SOUTHOLD, L.I., NEW YORK 11971 FILE NO. _ ❑ No REPLY NEEDED ArTENrION Town Board (516) 765-5455 ro su9✓Ecr Southold Town Animal Shelter Town Board, Town of Southold Peconic , New York ..... ........... ............... .... Main Road Southold, New York MESSAGE Enclosed herewith please find the Following: 1 . Application for Payment #1 in the amount of $ 6 , 718. 50 approved for payment at this time. 2 . Change order 001 for extra work and substitution Yielding a net contract sum change of $ 0 . 00 ......... _ If there are any questions , please call this office. _. S/G REPLY DATE OF REPLY _._ _ SIGNED _ APPLICATION AND CERTIFICATE FOR PAYMENT AIA DOCUMENT G702 (Instructions on reverse side) PAGE ONE OF PAGES TO (OWNER): Town of Southold PROJECT: Dog Pound APPLICATION NO: Distribution to: Town Hall, Main Road Y7 OWNER Southold, NY 11971 PERIOD TO: 2/�:s%cV TLI ARCHITECT ❑ CONTRACTOR FROM (CONTRACTOR): VIA (ARCHITECT): Garrett Strang ARCHITECT'S ❑ Richard Saetta, Gen'1, Contr. , Inc. Main Road PROJECT NO: ❑ 4 Bootleg Alley Southold, NY 11971 CONTRACT F&penport, NY 11944 CONTRACT DATE: 1117/ffi CONTRACTOR'S APPLICATION FOR PAYMENT Continuation Application Sh eet,et, AIA Document G703,for Payment, as 1iss att chedconnection with the Contract. CHANGE ORDER SUMMARY 1. ORIGINAL CONTRACT SUM ............... ........ $51,657.00 Change Orders approved in ADDITIONS DEDUCTIONS 2• Net change by Change Orders ................ ..... $ -0- previous months by Owner 3. CONTRACT SUM TO DATE (Line 1 ±2)....... ....... $ 51 ,657 nn TOTAL 4. TOTAL COMPLETED &STORED TO DATE...... ...... $ 7-465 nn Approved this Month (Column G on G703) Number Date Approved 5. RETAINAGE: a. -L-0 % of Completed Work $ _,,K '746. 5-0- (Column 46. .5cJ(Column D+E on G703) b. _ % of Stored Material $ -0- (Column F on G703) Total Retainage (Line 5a+5b or _ TOTALS Total in Column I of G703) . ............. ....... $ -' Net change by Change Orders 6. TOTAL EARNED LESS RETAINAGE ................... $�; "m- 'er,-7 The undersigned Contractor certifies that to the best of the Contractor's knowledge, (Line 4 less Line 5 Total) information and belief the Work covered by this Application for Payment has been 7. LESS PREVIOUS CERTIFICATES FOR completed in accordance with the Contract Documents, that all amounts have been PAYMENT (Line 6 from prior Certificate)......... $ paid by the Contractor for Work for which previous Certificates for Payment were 8. CURRENT PAYMENT DUE .... .................... .. $'7=46:5-80 issued and payments received from the Owner, and that current payment shown 9, BALANCE TO FINISH, PLUS RETAINAGE ............. $44 19� nn herein is now due. (Line 3 less Line 6) CONTRACTOR: State of: New York County of: Suffolk Subscribed and sworn to befo e his 23rd day oh1V-EALic,, FRyoEdEW i Notary Public: �, Notary Public,State of New York By: Date: February 23, 1987 My Commission expires. No.4734549,Suffolk Cour T n ARCHITECT'S CERTIFICATE FOR PAYMENT AMOUNT CERTIFIED........ ............ ............. $ �� ; (Attach explanation if amount certified differs from the amount applied for.) In accordance with the Contract Documents, based on on-site observations and the ARCHITECT: data comprising the above application,the Architect certifies to the Owner that to the best of the Architect's knowledge,information and belief the Work has progressed as BY: Date: indicated,the quality of the Work is in accordance with the Contract Documents,and This Certificate is not negotiable. The AMOUNT CERTIFIED is payable only to the the Contractor is entitled to payment of the AMOUNT CERTIFIED. Contractor named herein.Issuance,payment and acceptance of payment are without prejudice to any rights of the Owner or Contractor under this Contract. AIA DOCUMENT G702•APPLICATION AND CERTIFICATE FOR PAYMENT•MAY 1983 EDITION•AIA'•©1983 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 G702-1983 CHANGE Distribution to: ORDER OWNER ] AIA DOCUMENT G701 ARCHITECT CONTRACTOR ❑ FIELD ❑ OTHER ❑ PROJECT: Southold Town Dog Pound CHANGE ORDER NUMBER: 001 (name, address) Main Road TO (Contractor): Southold, NY 11971 INITIATION DATE: 2/23/87 F— '� ARCHITECT'S PROJECT NO: Richard Saetta, Gen'l. Contr. , Inc.1 4 Bootleg Alley CONTRACT FOR:Dog Pound Greenport, NY 11944 L CONTRACT DATE:11/17/86 You are directed to make the following changes in this Contract: G61V C&A L E Q Extras: Due to> existing cesspool and wastelines, the following added cost was incurred for: Backfilling Existing Cesspool Installing New Cesspool Rerouting Wastelines Installing 2 New House traps & Vents Cost: $3,500.00 This incurred cost to be exchanged for: Reuse of existing dog run drainage. Cost of painting kennel on completion of job, with waterproof paint (Architect has approved use of waterproof paint ratherthan stucco as per original contract.) Cost Saved: $3,500.00 Not valid until signed by both the Owner and Architect. Signature of the Contractor indicates his agreement herewith, including any adjustment in the Contract Sum or Contract Time. The original (Contract Sum) (Guaranteed Maximum Cost) was ..... ... . .......... ........ $ 51,657.00 Net change by previously authorized Change Orders .. .. ...... .. .............. ... ...... $ The (Contract Sum) (Guaranteed Maximum Cost) prior to this Change Order was .... ...... $ The (Contract Sum) (Guaranteed Maximum Cost) will be (increased) (decreased) (unchanged) by this Change Order . ... .. ..... . ........ ..................... ..... .. ......... $ The new (Contract Sum) (Guaranteed Maximum Cost) including this Change Order will be .. . $ 51,657.00 The Contract Time will be (increased) (decreased) (unchanged) by ( ) Days. The Date of Substantial Completion as of the date of this Change Order therefore is C Authorized: telt 6! 4- Richard Saetta, Gen'l. Contr. , Inc. Town of Southold ATT 4e ' F 4�oo Jeg RAlley OWN'Nain Road Address Address Address c r, y Greenport, NY 11944 Southold, NY 11971 BY BY BY DATE DATE February 23, 1987 DATE AIA DOCUMENT G701 CHANGE ORDER APRIL 1978 EDITION AIA® @1978 THE AMERICAN INSTITUTE OF ARCHITECTS,1735 NEW YORK AVE., N.W.,WASHINGTON, D.C. 20006 G701 —1978 Town of Southold February 23, 1987 Main Road Southold, NY 11971 RE: Dog Pound Billing for Work Completed to Date: Excavation and Drainage $4,940.00 Concrete Work 1,400.00 Foundation Walls 1,125.00 Balance Due at this Time: $7,465.00 OFFIC ORNEY ROBERT W.TAS ER D TELEPHONE Town Attorney (516) 477-1400 O 425 MAIN ST. GREENPORT, L.I., NEW YORK 11944 DDecember 3, 1986 Hon. Francis J. Murphy 3 Supervisor' s Office Town of Southold L TOWN of SOMOLD Town Hall , Main Road Southold, NY 11971 Re: Richard Saetta, Inc. Contract for Reconstruction of Portion of Dog Pound Dear Sir: I have reviewed the proposed contract in the above matter and find the same acceptable. It is my understanding that, at a previous Town Board meeting, a resolution was adopted authorizing you to execute such contract. Accordingly, I believe it is in order that the same be executed by the parties thereto. Yours very„_,truly, f l 4f ROBERT W. TASKER RWT/jr `; W1 N va OFFICE F-- �O ORNEY ROBERT W.TASKER TOWN O SOU H+�LD TELEPHONE Town Attorney '— (516) 477-1400 425 MAIN ST. GREENPORT, L.I., NEW YORK 11944 December 3, 1986 0 R a " R Hon. Francis J. Murphy 31986 Supervisor' s Office Town of Southold TOWN OF SOUTHOLD Town Hall , Main Road Southold, NY 11971 Re: Richard Saetta, Inc. Contract for Reconstruction of Portion of Dog Pound Dear Sir: I have reviewed the proposed contract in the above matter and find the same acceptable. It is my understanding that, at a previous Town Board meeting, a resolution was adopted authorizing you to execute such contract. Accordingly, I believe it is in order that the same be executed by the parties thereto. Yours ver truly, RO ERT W. TASKER RWT/jr THE AMERICAN INSTITUTE OF ARCHITECTS AIA Document A107 Abbreviated Form of Agreement Between Owner and Contractor For CONSTRUCTION PROJECTS OF LIMITED SCOPE where the Basis of Payment is a STIPULATED SUM 1978 EDITION THIS DOCUMENT HAS IMPORTANT LEGAL CONSEQUENCES;CONSULTATION WITH AN ATTORNEY IS ENCOURAGED WITH RESPECT TO ITS COMPLETION OR MODIFICATION This document includes abbreviated General Conditions and should not be used with other General Conditions. ' It has been approved and endorsed by The Associated General Contractors of America. I .. I AGREEMENT 1 made as of the Seventeenth day of November in the year of Nineteen i Hundred and Eighty Six I t r BETWEEN the Owner: Town of Southold J and the Contractor: Richard Saetta, General Contractor, Inc. the Project: Dog Pound Kennels i the Architect: Garrett Strang 1 r The Owner and the Contractor agree as set forth below. f Copyright 1936,1951,1958,1961,1963,1966,1974,0 1978 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 permission of the AIA violates the copyright laws of the United States } and will be subject to legal prosecution. AIA DOCUMENT A107 • ABBREVIATED OWNER-CONTRACTOR AGREEMENT • EIGHTH EDITION • APRIL 1978 • AIA® J m 1978 • THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 A107-1978 1 I ARTICLE 1 THE WORK 1.1 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.) Construction of Alternate #2 Dog Pound Kennels as per plans prepared by Gatrett Strang. ARTICLE 2 TIME OF COMMENCEMENT AND SUBSTANTIAL COMPLETION 2.1 The Work to be performed under this Contract shall be commenced November 24, 1986 and, subject to authorized adjustments, Substantial Completion shall be achieved not later than May, 1987 (Here insert any special provisions for liquidated damages relating to failure to complete on time.) ARTICLE 3 CONTRACT SUM 3.1 The Owner shall pay the Contractor in current funds for the performance of the Work, subject to additions and deductions by Change Order as provided in the Contract Documents, the Contract Sum of Fifty One Thousand Six Hundred Fifty Seven Dollars ($51,657.00) i 3.2 The Contract Sum is determined as follows: (State here the base bid or other lump sum amount,accepted alternates,and unit prices,as applicable.) 1 Lump Sum Amount i 1 ' 1 i 1 i 1 AIA DOCUMENT A107 • ABBREVIATED OWNER-CONTRACTOR AGREEMENT • EIGHTH EDITION • APRIL 1978 • AIA® Q 1978 • THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 A107-1978 2 1 } ARTICLE 4 PROGRESS PAYMENTS 4.1 Based upon Applications for Payment submitted to the Architect by the Contractor and Certificates for Payment issued by the Architect,the Owner shall make progress payments on account of the Contract Sum to the Con- tractor as provided in the Contract Documents for the period ending the lnt day of the month as follows: Bi—Monthly or as work is completed. (Here Insert payment procedures and provision for retainage,it any.) 4.2 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 disclosure or waivers.) ARTICLE 5 FINAL PAYMENT 5.1 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 by the Architect. ARTICLE 6 ENUMERATION OF CONTRACT DOCUMENTS 6.1 The Contract Documents, which constitute the entire agreement between the Owner and the Contractor, are listed in Article 7 and,except for Modifications issued after execution of this Agreement,are enumerated as follows: (List below the Agreement, the Conditions of the Contract,(General, Supplementary, and other Conditions), the Drawings, the Specifications, and any Addenda and accepted alternates, showing page or sheet numbers in all cases and dates where applicable.) 1. This agreement. 2. Exhibits attached and referred to in Article 21. 3. Site plan prepared by Garrett Strang AIA DOCUMENT A107• ABBREVIATED OWNER-CONTRACTOR AGREEMENT • EIGHTH EDITION • APRIL 1978 • AIA® 1978 • THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 A107-1978 3 GENERAL CONDITIONS ARTICLE 7 tion of the Contractor's Applications for Payment, the CONTRACT DOCUMENTS Architect will determine the amounts owing to the Con- 7.1 The Contract Documents consist of this Agreement tractor and will issue Certificates for Payment in accord- ante with Article 15. with General-Conditions,Supplementary and other Condi- an The Architect will be the interpreter of the tions,the Drawings,the Specifications,all Addenda issued require- ments of the Contract Documents. He will make decisions prior to the execution of this Agreement, and all Modifi- on all claims, disputes or other matters in question be- cations issued by the Architect after execution of the tween the Contractor and the Owner, but he will not be Contract such as Change Orders, written interpretations liable for the results of any interpretation or decision ren- and written orders for minor changes in the Work. The dered in good faith. The Architect's decisions in matters intent of the Contract Documents is to include all items relating to artistic effect will be final if consistent with the necessary for the proper execution and completion of the intent of the Contract Documents. All other decisions of Work. The Contract Documents are complementary, and the Architect, except those which have been waived by what is required by any one shall be as binding as if re- the making or acceptance of final payment, shall be sub- quired by all. Work not covered in the Contract Docu- ject to arbitration upon the written demand of either ments will not be required unless it is consistent therewith party. and reasonably inferable therefrom as being necessary to Y to 8.6 The Architect will have authority reject Work produce the intended results. j 7.2 Nothing contained in the Contract Documents shall which does not conform to the Contract Documents. create any contractual relationship between the Owner or 8.7 The Architect will review and approve or take other the Architect and any Subcontractor or Sub-subcontractor. appropriate action upon the Contractor's submittals such 7.3 By executing the Contract, the Contractor represents as Shop Drawings, Product Data and Samples, but only for conformance with the design concept of the Work and that he has visited the site and familiarized himself with the local conditions under-which the Work is to be with the information given in the Contract Documents. performed. ARTICLE 9 7.4 The Work comprises the completed construction re- OWNER quired by the Contract Documents and includes all labor necessary to produce such construction, and all materials 9.1 The Owner shall furnish all surveys and a legal de- and equipment incorporated or to be incorporated in scription of the site. such construction. 9.2 Except as provided in Paragraph 10.5, the Owner shall secure and pay for necessary approvals, easements, ARTICLE 8 assessments and charges required for the construction, use or occupancy of permanent structures or permanent ARCHITECT changes in existing facilities. 8.1 The Architect will provide administration of the Con- 9.3 The Owner shall forward all instructions to the Con- tract and will be the Owner's representative during con- tractor through the Architect. struction and until final payment is due. 9.4 If the Contractor fails to correct defective Work or 8.2 The Architect shall at all times have access to the persistently fails to carry out the Work in accordance with Work wherever it is in preparation and progress. the Contract Documents, the Owner, by a written order, 8.3 The Architect will visit the site at intervals appropri- may order the Contractor to stop the Work, or any por- ate to the stage of construction to familiarize himself gen. tion thereof, until the cause for such order has been erally with the progress and quality of the Work and to eliminated; however, this right of the Owner to stop the determine in general if the Work is proceeding in accord- Work shall not give rise to any duty on the part of the Owner to exercise this right for the benefit of the Con- ance with the Contract Documents. However, the Archi- tect will not be required to make exhaustive or continu- tractor or any other person or entity. ' ous on-site inspections to check the quality or quantity of ARTICLE 10 the Work. On the basis of his on-site observations as an architect, he will keep the Owner informed of the prog- CONTRACTOR .� ress of the Work, and will endeavor to guard the Owner 10.1 The Contractor shall supervise and direct the Work, against defects and deficiencies in the Work of the Con- using his best skill and attention and he shall be solely d tractor. The Architect will not have control or charge of responsible for all construction means, methods, tech- and will not be responsible for construction means, meth- niques, sequences and procedures and for coordinating ;l ods, techniques, sequences or procedures, or for safety all portions of the Work under the Contract. :! precautions and programs in connection with the Work, 10.2 Unless otherwise specifically provided in the Con- and he will not be responsible for the Contractor's failure tract Documents, the Contractor shall provide and pay for to carry out the Work in accordance with the Contract all labor,materials, equipment, tools, construction equip- Documents. ment and machinery, water, heat, utilities, transportation, j 8.4 Based on the Architect's observations and an evalua- and other facilities and services necessary for the proper DOCUMENTAIA 978 AIA9 ©1978 • THEAMERICAN ABBREVIATED OF ARCHITECTS,17350 NEW OR RYORKNAVENUE, N.W. IT WASHINGTON,T EIGHTH ED40N - APRILI D.C.- 20006 A107-1978 4 i . O . execution and completion of the Work, whether tempo- obligation of indemnity which would otherwise exist as to rary or permanent and whether or not incorporated or to any party or person described in this Paragraph 10.11. In be incorporated in the Work, any and all claims against the Owner or the Architect or 10.3 The Contractor shall at all times enforce strict dis- any of their agents or employees by any employee of the cipline and good order among his employees and shall Contractor, any Subcontractor, anyone directly or indi- not employ on the Work any unfit person or anyone not rectly employed by any of them or anyone for whose acts skilled in the task assigned to him. any of them may be liable, the indemnification obligation 10.4 The Contractor warrants to the Owner and the under this Paragraph 10.11 shall not be limited in any Architect that all materials and equipment incorporated way by any limitation on the amount or type of damages, in the Work will be new unless otherwise specified, and compensation or benefits payable by or for the Contractor that all Work will be of good quality, free from faults and or any Subcontractor under workers' or workmen's com- defects and in conformance with the Contract Documents. pensation acts, disability benefit acts or other employee All Work not conforming to these requirements may be benefit acts. The obligations of the Contractor under this considered defective. Paragraph 10.11 shall not extend to the liability of the Architect, his agents or employees, arising out of (1) the 10.5 Unless otherwise provided in the Contract Docu- preparation or approval of maps, drawings, opinions, re- ments, the Contractor shall pay all sales, consumer, use ports, surveys, change orders, designs or specifications, or and other similar taxes which are legally enacted at the (2) the giving of or the failure to give directions or in- time bids are received, and shall secure and pay for the structions by the Architect, his agents or employees pro- building permit 'and for all other permits and govern- vided such giving or failure to give is the primary cause mental fees, licenses and inspections necessary for the of the injury or damage. proper execution and completion of the Work. 10.6 The Contractor shall give all notices and comply ARTICLE 11 with all laws, ordinances, rules, regulations, and lawful SUBCONTRACTS orders of any public authority bearing on the performance 11.1 A Subcontractor is a person or entity who has a of the Work,and shall promptly notify the Architect if the direct contract with the Contractor to perform any of the Drawings and Specifications are at variance therewith. Work at the site. 10.7 The Contractor shall be responsible to the Owner 11.2 Unless otherwise required by the Contract Docu- for the acts and omissions of his employees, Subcontrac- ments or in the Bidding Documents, the Contractor, as tors and their agents and employees, and other persons soon as practicable after the award of the Contract, shall performing any of the Work under a contract with the furnish to the Architect in writing the names of Subcon- Contractor. tractors for each of the principal portions of the Work. 10.8 The Contractor shall review,approve and submit all The Contractor shall not employ any Subcontractor to Shop Drawings, Product Data and Samples required by whom the Architect or the Owner may have a reasonable the Contract Documents. The Work shall be in accord- objection. The Contractor shall not be required to con- ance with approved submittals. tract with anyone to whom he has a reasonable objection. 10.9 The Contractor at all times shall keep the premises Contracts between the Contractor and the Subcontractors free• from accumulation of waste materials or rubbish shall (1) require each Subcontractor, to the extent of the caused by his operations. At the completion of the Work Work to be performed by the Subcontractor, to be bound he shall remove all his waste materials and rubbish from to the Contractor by the terms of the Contract Docu- and about the Project as well as his tools, construction ments, and to assume toward the Contractor all the obli- equipment, machinery and surplus materials. gations and responsibilities which the Contractor, by these Documents,assumes toward the Owner and the Architect, 10.10 The Contractor shall pay all royalties and license and (2) allow to the Subcontractor the benefit of all rights, fees. He shall defend all suits or claims for infringement remedies and redress afforded to the Contractor by these of any patent rights and shall save the Owner harmless Contract Documents. from loss on account thereof. 10.11 To the fullest extent permitted by law, the Con- ARTICLE 12 tractor shall indemnify and hold harmless the Owner and WORK BY OWNER OR BY the Architect and their agents and employees from and SEPARATE,CONTRACTORS against all claims,damages,losses and expenses, including 12.1 The Owner reserves the right to perform work re- but not limited to attorneys' fees arising out of or result- lated to the Project with his own forces, and to award ing from the performance of the Work, provided that any separate contracts in connection with other portions of such claim, damage, loss or expense (1) is attributable to the Project or other work on the site under these or Simi- bodily injury,sickness, disease or death, or to injury to or lar Conditions of the Contract. If the Contractor claims destruction of tangible property (other than the Work it- that delay or additional cost is involved because of such self) including the loss of use resulting therefrom, and action by the Owner, he shall make such claim as pro- (2) is caused in whole or in part by any negligent act or vided elsewhere in the Contract Documents. omission of the Contractor, any Subcontractor, anyone 12.2 The Contractor shall afford the Owner and separate directly or indirectly employed by any of them or anyone contractors reasonable opportunity for the introduction for whose acts any of them may be liable, regardless of and storage of their materials and equipment and the whether or not it is caused in part by a party indemnified execution of their work, and shall connect and coordinate he Such obligation shall not be construed to his Work with theirs as required by the Contract Docu- negate, abridge, or otherwise reduce any other right or ments. 5 A107-1978 AIA DOCUMENT A107 • ABBREVIATED OWNER-CONTRACYOR AGREEMENT • EIGHTH EDITION • APRIL 1978 • AIA® 0 1978 • THE AMERICAN INSTITUTE OF ARCHITECTS, 17-15 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 12.3 Any costs caused by defective or ill-timed work 15.2 Payments may be withheld on account of (1) defec- shall be borne by the party,responsible therefor, tive work not remedied, (2) claims filed, (3) failure of the Contractor to make payments properly to Subcontractors ARTICLE 13 or for labor, materials, or equipment, (4) damage to the MISCELLANEOUS PROVISIONS Owner or another contractor, or (5) persistent failure to 13.1 The Contract shall be governed by the law of the carry out the Work in accordance with the Contract place where the Project is located. Documents. 13.2 All claims Or disputes between the Contractor and 15.3 When the Architect agrees that the Work is sub- the Owner arising out of, or relating to, the Contract stantially complete, he will issue a Certificate of Substan- Documents or the breach thereof shall be decided by tial Completion. arbitration in accordance with the Construction Industry 15.4 Final payment shall not be due until the Contractor Arbitration Rules of the American Arbitration Association has delivered to the Owner a complete release of all liens then obtaining unless the parties mutually agree other- arising out of this Contract or receipts in full covering all wise. Notice of the demand for arbitration shall be filed labor, materials and equipment for which a lien could be in writing with the other party to the Owner-Contractor filed, or a bond satisfactory to the Owner indemnifying Agreement and with the American Arbitration Association him against any lien. If any lien remains unsatisfied after and shall be made within a reasonable time after the dis- all payments are made, the Contractor shall refund to the pute has arisen. The award rendered by the arbitrators Owner all moneys the latter may be compelled to pay in shall be final, and judgment may be entered upon it in discharging such lien, including all costs and reasonable accordance with applicable law in any court having juris- attorneys'fees. diction thereof. Except by written consent of the person 15.5 The making of final payments shall constitute a or entity sought to be joined, no arbitration arising out waiver of all claims by the Owner except those arising of or relating to the Contract Documents shall include, from (1) unsettled liens, (2) faulty or defective Work ap- by consolidation, joinder or in any other manner, any pearing after Substantial Completion, (3) failure of the person or entity not a party to the agreement under which Work to comply with the requirements of the Contract such arbitration arises, unless it is shown at the time the Documents, or (4) terms of any special warranties re- demand for arbitration is filed that (1) such person or quired by the Contract Documents. The acceptance of entity is substantially involved in a common question of final payment shall constitute a waiver of all claims by the fact or law, (2) the presence of such person or entity is Contractor except those previously made in writing and required if complete relief is to be accorded in the arbi- identified by the Contractor as unsettled at the time of the tration,(3) the interest or responsibility of such person or final Application for Payment. entity in the matter is not insubstantial, and (4) such per- son or entity is not the Architect or any of his employees ARTICLE 16 or consultants. The agreement herein among the parties PROTECTION OF PERSONS AND PROPERTY to the Agreement and any other written agreement to 16.1 The Contractor shall be responsible for initiating, arbitrate referred to herein shall be.specifically enforce- maintaining, and supervising all safety precautions and able under the prevailing arbitration law, programs in connection with the Work. He shall take all ARTICLE 14 reasonable precautions for the safety of, and shall provide all reasonable protection to prevent damage, injury or TIME loss to (1) all employees on the Work and other persons 14.1 All time limits stated in the Contract Documents who may be affected thereby, (2) all the Work and all are of the essence of the Contract. The Contractor shall materials and equipment to be incorporated therein, and expedite the Work and achieve Substantial Completion (3) other property at the site or adjacent thereto. He shall within the Contract Time. give all notices and comply with all applicable laws, ordi- 14.2 The Date of Substantial Completion of the Work is nances, rules, regulations and orders of any public author- the date certified by the Architect when construction is ity bearing on the safety of persons and property and their r sufficiently complete so that the Owner can occupy or protection from damage, injury or loss. The Contractor utilize the Work for the use for which it is intended. shall promptly remedy all damage or loss to any property caused in whole or in part by the Contractor, any Sub- 14.3 If the Contractor is delayed at any time in the ( progress of the Work by changes ordered in the Work, contractor, any Sub-subCpntractor, or anyone directly or by labor disputes, fire, unusual delay in transportation, indirectly employed by any of them, or by anyone forwhose acts any of them may be liable, except damage or I adverse weather conditions not reasonably anticipatable, loss attributable to the acts or omissions of the Owner or r unavoidable casualties, or any causes beyond the Con- Architect or anyone directly or indirectly employed by tractor's control, or by any other cause which the Archi- either of them or by anyone for whose acts either of them tett determines may justify the delay, then the Contract may be liable, and not attributable to the fault or negli- Time shall be extended by Change Order for such reason- Bence of the Contractor. The foregoing obligations of the able time as the Architect may determine. Contractor are in addition to his obligations under Para- ARTICLE 15 graph 10.11. ? PAYMENTS AND COMPLETION ARTICLE 17 15.1 Payments shall be made as provided in Article 4 and INSURANCE Article 5 of this Agreement. 17.1 Contractor's liability insurance shall be purchased AIA DOCUMENT A107• ABBREVIATED OWNER-CONTRACTOR AGREEMENT • EIGHTH ED171ON • APRIL 1978 • AIA® ® 1978 • THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 A107-1978 6 } and maintained by the Contractor to protect him from 18.2 The Contract Sum and the Contract Time may be claims under workers' or workmen's compensation acts changed only by Change Order. and other employee benefit acts, claims for damages be- cause of bodil g 18.3 The cost or credit to the Owner from a change in y injury, including death, and from claims the Work shall be determined by mutual agreement. for damages, other than to the Work itself, to property which may arise out of or result from the Contractor's I operations under this Contract, whether such operations ARTICLE 19 be by himself or by any Subcontractor or anyone directly CORRECTION OF WORK or indirectly employed by any of them. This insurance 19.1 The Contractor shall promptly correct any Work j shall be written for not less than any limits of liability rejected by the Architect as defective or as failing to con- specified in the Contract Documents, or required by law, form to the Contract Documents whether observed before whichever is the greater, and shall include contractual or after Substantial Completion and whether or not fabri- 1 liability insurance applicable to the Contractor's obliga- cated, installed or completed, and shall correct any Work j tions. under Paragraph 10.11. Certificates of such insur- found to be defective or nonconforming within a period ance shall be filed with the Owner prior to the com- of one year from the Date of Substantial Completion of mencement of the Work. 17.2 The Owner shall be responsible for purchasingand be Contract or within such longer period of time prescribey law or by the ters of any li may maintaining his own liability insurance and, at his option, special warn anty required by the Contracts Documentscabe . The may maintain such insurance as will protect him against provisions of this Article 19 apply to Work done by Sub- claims which may arise from operations under the Con- contractors as well as to Work done by direct employees tract. of the Contractor. 17.3 Unless otherwise provided, the Owner shall pur- chase and maintain property insurance upon the entire Work at the site to the full insurable value thereof. This ARTICLE E insurance shall include the interests of the Owner, the TERMINATION OF THE CONTRACT Contractor, Subcontractors and Sub-subcontractors in the 20.1 If the Architect fails to issue a Certificate for Pay- Work and shall insure against the perils of fire and ex- ment for a period of thirty days through no fault of the tended coverage and shall include "all risk" insurance for Contractor,or if the Owner fails to make payment thereon physical loss or damage including, without duplication of for a period of thirty days, the Contractor may, upon coverage, theft, vandalism, and malicious mischief, seven additional days' written notice to the Owner and 17.4 Any loss insured under Paragraph 17.3 is to be ad- the Architect, terminate the Contract and recover from justed with the Owner and made payable to the Owner the Owner payment for all Work executed and for any as trustee for the insureds, as their interests may appear, proven loss sustained upon any materials, equipment, subject to the requirements of any mortgagee clause. tools,and construction equipment and machine ud- 17.5 The Owner shall file a copy of all policies with the Ing reasonable profit and damages applicable Itocl the Contractor before an exposure to loss may occur. Project. 17.6 The Owner and Contractor waive all rights against 20.2 If the Contractor defaults or persistently fails or j each other for damages caused by fire or other perils to neglects to carry out the Work in accordance with the the extent covered by insurance obtained pursuant to Contract Documents or fails to perform any provision of this Article or any other property insurance applicable to the Contract, the Owner, after seven days' written notice r the Work,except such rights as the may have to the pro- to the Contractor and without prejudice to any other ceeds of such insurance held by he Owner as trustee. remedy he may have, may make good such deficiencies The Contractor shall require similar waivers in favor of the and may deduct the cost thereof including compensation Owner and the Contractor by Subcontractors 'and Sub- for the Architect's additional services made necessary Su - subcontractors. thereby, from the payment then or thereafter due the Contractor or, at his option, and upon certification by the ARTICLE 18 Architect that sufficient cause exists to justify such action may terminate the Contract and take possession of the CHANGES IN THE WORK site and of all materials, equipment, tools, and construc- 18.1 The Owner, without invalidating the Contract, may tion equipment and machinery thereon owned by the order Changes in the Work consisting of additions, dele Contractor and may finish the Work by whatever method tions, or modifications, the Contract Sum and the Con- he may deem expedient, and if the unpaid balance of the tract Time being adjusted accordingly. All such changes Contract Sum exceeds the expense of finishing the Work, in the Work shall be authorized b written Chane Order such excess shall such paid p the Contractor, but if such signed by the Owner and the Architect. g expense exceeds such unpaid balance, the Contractor shall pay the difference to the Owner. j ' CUMENT A107 • ABBREVIATED OWNER-CONTRACTOR AGREEMENT • EIGHTH EDITION . © 1978 • THE AMERICAN INSTITUTE OF ARCHITECTS, 7735 NEW YORK AVENUE, N.W., WASHINGAPRIL TON AIAO A107-1978 AIA DO ,1 78C• 20006 ARTICLE 21 OTHER CONDITIONS OR PROVISIONS 1. Shop drawing requirements shall be relieved unless requested in writing by owner as of date of. contract; contractor assumes full responsibility for full compliance of drawings. 2. Spedifically excluded from this contract are costs for any permits. 3. All work to be performed in accordance with approved plans by the Town of Southold and will be done in compliance with rules and regulations and laws of .all governmental agencies having jurisdiction over the performance of the work. 4. It is agreed that:...t"heresponsibility for the drawings and specifications complying withthe State Building Code is not the contractor's responsibility. 5. Salaries to be paid will be the prevailing rate for this area. 6. All materials for the kennels to be supplied by owner. 7. Due to delay in start of construction, the completion date is extended to June, 1987. This Agreement entered into as of the day and year first written above. OW CONTRACTOR AIA DOCUMENT A107• ABBREVI TED OWNER-CONTRACTOR AGREEMENT • EIGHTH EDITION • APRIL 1978 AAIIA0 0 1978 • THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 A107-1978 8 THE AMERICAN INSTITUTE OF ARCHITECTS AIA Document A107 Abbreviated Form of Agreement Between Owner and Contractor For CONSTRUCTION PROJECTS OF LIMITED SCOPE where the Basis of Payment is a STIPULATED SUM i 1978 EDITION j THIS DOCUMENT HAS IMPORTANT LEGAL CONSEQUENCES;CONSULTATION WITH I AN ATTORNEY IS ENCOURAGED WITH RESPECT TO ITS COMPLETION OR MODIFICATION ? This document includes abbreviated General Conditions and should not be used with other General Conditions. I It has been approved and endorsed by The Associated General Contractors of America. 1 . ` AGREEMENT 1 ' ' made as of the Seventeenth day of November in the year of Nineteen ! Hundred and Eighty Si. J r BETWEEN the Owner: Town of Southold i and the Contractor: Richard Saetta, General Contractor, Inc. the Project: Dog Pound Kennels the Architect: Garrett Strang r ii The Owner and the Contractor agree as set forth below. J Copyright 1936,1951,1958,1961,1963,1966,1974, ©1978 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 permission of the AIA violates the copyright laws of the United States and will be subject to legal prosecution. AIA DOCUMENT A107 • ABBREVIATED OWNER-CONTRACTOR AGREEMENT • EIGHTH EDITION • APRIL 1978 • AIA® 0 1978 • THE AMERICAN INSTITUTE Of ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 A107-1978 1 i r . ARTICLE 1 THE WORK 1.1 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.) Construction of Alternate #2 Dog Pound Kennels as per plans prepared by Gatrett Strang. ARTICLE 2 TIME OF COMMENCEMENT AND SUBSTANTIAL COMPLETION 2.1 The Work to be performed under this Contract shall be commenced November 24, 1986 and, subject to authorized adjustments, Substantial Completion shall be achieved not later than May, 1987 (Here insert any special provisions for liquidated damages relating to failure to complete on time.) ARTICLE 3 CONTRACT SUM 3.1 The Owner shall pay the Contractor in current funds for the performance of the Work, subject to additions and deductions by Change Order as provided in the Contract Documents, the Contract Sum of I Fifty One Thousand Six Hundred Fifty Seven Dollars ($51,657.00) I I 3.2 The Contract Sum is determined as follows: (State here the base bid or other lump sum amount,accepted alternates,and unit prices,as applicable.) Lump Sum Amount 1 I 1 I 1 I 1 1 1 } 1 1 AIA DOCUMENT A107 • ABBREVIATED OWNER-CONTRACTOR AGREEMENT • EIGHTH EDITION • APRIL 1978 • AIA® © 1978 • THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 A107-1978 2 i ARTICLE 4 PROI RES MENTS 4.1 Based upon Applications for caner shallsubmitted make progress pArchitect ayment sonthe account OfContractor the ContractertificSum foates r the Cont issued by the Architect,the Owner 1§9t day of the tractor as provided in the Contract Documents for the period ending the month as follows: Bi—Monthly or as work is completed. (Here insert payment procedures and provision for retainage,if any.) 4.2 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.) cat consumer credit laws and other regulations at the (Usury in Lending affect the validity of this provision. Specific Owner'saandand requireents under Contractor's principal places he Fo(businessederal , t state nhe a may the location ofthe Project and legal advice should be obtained with respect to deletion, modification, or other requirements such as written disclosure or waivers.) ARTICLE 5 FINAL PAYMENT 5.1 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 by the Architect. ARTICLE 6 ENUMERATION OF CONTRACT DOCUMENTS 6.1 The Contract Document nd except fotr Modtficch tattonstute hssuedlafterre gexe execution of his Ag eem nractor, are tnt between the ,are enumera edthe tas follows: listed in Ar , (List below the Areement, the condiions of te eneral, S any Addenda andg gaccepted alternates,tshowinghpageoorr sheet numbers inpn all cases andnl da other Conditions], the es where applicable.) Drawings, the Specifications, and applicable.) Y 1. This agreement. 2. Exhibits attached and referred to in Article 21 . 3. Site plan prepared by Garrett Strang AIA DOCUMENT A107 • ABBREVIATED OWNER-CONTRACTOR AGREEMENT EIGHTH EDITION • APRIL 1978 AIA A107-1978 3 © 1978 • THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 GENERAL CONDITIONS ARTICLE 7 tion of the Contractor's Applications for Payment, the CONTRACT DOCUMENTS Architect will determine the amounts owing to the Con- 7.1 The Contract Documents consist of this Agreement tractor and will issue Certificates for Payment in accord- ante with Article 15. with General.Conditions,Supplementary and other Condi- interpreter of the require- prior Architect will be the interp 8,5 Th tions,the Drawings,the Specifications,all Addenda issued menu h the Contract Documents. rp will make decisions prior to the execution of this Agreement, and all Modifi- cations issued by the Architect after execution of the on all athe Contractor and the Owner, but he will not b n oll claims, disputes or other matters in question be- Contract such as Change Orders, written interpretations liable for the results of any interpretation or decision tbe and written orders for minor changes in the Work. The ren- dered in good faith. The Architect's decisions in matters intent of the Contract Documents is to include all items relating to artistic effect will be final if consistent with the necessary for the proper execution and completion of the intent of the Contract Documents. All other decisions of Work. The Contract Documents are complementary, and the Architect, except those which have been waived by what is required by any one shall be as binding as if re- the making or acceptance of final payment, shall be sub- quired by all. Work not covered in the Contract Docu- ject to arbitration upon the written demand of either ments will not be required unless it is consistent therewith party. and reasonably inferable therefrom as being necessary to 8.6 The Architect will have authorit to rewhich Work produce the intended results. Y 1 7.2 Nothing contained in the Contract Documents shall which does not conform to the Contract Documents. create any contractual relationship between the Owner or 8.7 The Architect will review and approve or take other the Architect and any Subcontractor or Sub-subcontractor. appropriate action upon the Contractor's submittals such 7.3 By executing the Contract, the Contractor represents as Shop Drawings, Product Data and Samples, but only for conformance with the design concept of the Work and that he has visited the site and familiarized himself with the local conditions under which the Work is to be with the information given in the Contract Documents. performed. ARTICLE 9 7.4 The Work comprises the completed construction re- OWNER quired by the Contract Documents and includes all labor necessary to produce such construction, and all materials 9.1 The Owner shall furnish all surveys and a legal de- and equipment incorporated or to be incorporated in scription of the site. such construction. 9.2 Except as provided in Paragraph 10.5, the Owner shall secure and pay for necessary approvals, easements, ARTICLE 8 assessments and charges required for the construction, use or occupancy of permanent structures or permanent ARCHITECT changes in existing facilities. 8.1 The Architect will provide administration of the Con- 9.3 The Owner shall forward all instructions to the Con- tract and will be the Owner's representative during con- tractor through the Architect. struction and until final payment is due. 9.4 If the Contractor fails to correct defective Work or 8.2 The Architect shall at all times have access to the persistently fails to carry out the Work in accordance with Work wherever it is in preparation and progress. the Contract Documents, the Owner, by a written order, 8.3 The Architect will visit the site at intervals appropri- may order the Contractor to stop the Work, or any por- ate to the stage of construction to familiarize himself gen- tion thereof, until the cause for such order has been eliminated; however, this right of the Owner to stop the erally with the progress and quality of the Work and to determine in general if the Work is proceeding in accord- Work shall not give rise to any duty on the part of the ance with the Contract Documents. However, the Archi- Owner to exercise this right for the benefit of the Con- ( tect will not be required to make exhaustive or continu- tractor or any other person or entity. I ous on-site inspections to check the quality or quantity of j ARTICLE 10 the Work. On the basis of his on-site observations as an architect, he will keep the Owner informed of the prog- CONTRACTOR ress of the Work, and will endeavor to guard the Owner 10.1 The Contractor shall supervise and direct the Work, against defects and deficiencies in the Work of the Con- using his best skill and attention and he shall be solely tractor. The Architect will not have control or charge of responsible for all construction means, methods, tech- and will not be f responsible or construction means, meth- ni ues sequences and fq q procedures and for coordinating ! ods, techniques, sequences or procedures, or for safety all portions of the Work under the Contract. precautions and programs in connection with the Work, 10.2 Unless otherwise specifically provided in the Con- and he will not be responsible for the Contractor's failure tract Documents, the Contractor shall provide and pay for to carry out the Work in accordance with the Contract all labor, Documents. materials, equipment, tools, construction equip- ment and machinery, water, heat, utilities, transportation, fi 8.4 Based on the Architect's observations and an evalua- and other facilities and services necessary for the proper t AIA DOCUMENT A107 • ABBREVIATED OWNER-CONTRACTOR AGREEMENT EIGHTH EDIT40N • APRIL 1978 • AIA® i © 1978 • THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 A107-1978 4 L execution and completion of the Work, whether tempo- obligation of indemnity which would otherwise exist as to rary or permanent and whether or not incorporated or to any party or person described in this Paragraph 10.11. In be incorporated in the Work, any and all claims against the Owner or the Architect or 10.3 The Contractor shall at all times enforce strict dis- any of their agents or employees by any employee of the cipline and good order among his employees and shall Contractor, any Subcontractor, anyone directly or indi- not employ on the Work any unfit person or anyone not rectly employed by any of them or anyone for whose acts skilled in the task assigned to him. any of them may be liable, the indemnification obligation 10.4 The Contractor warrants to the Owner and the under this Paragraph 10.11 shall not be limited in any Architect that all materials and equipment incorporated way by any limitation on the amount or type of damages, in the Work will be new unless otherwise specified, and compensation or benefits payable by or for the Contractor that all Work will be of good quality, free from faults and or any Subcontractor under workers' or workmen's com- defects and in conformance with the Contract Documents. pensation acts, disability benefit acts or other employee All Work not conforming to these requirements may be benefit acts. The obligations of the Contractor under this considered defective. Paragraph 10.11 shall not extend to the liability of the 10.5 Unless otherwise provided in the Contract Docu- Architect, his agents or employees, arising out of (1) the ments, the Contractor shall pay all sales, consumer, use preparation or approval of maps, drawings, opinions, re- and other similar taxes which are legally enacted at the ports, surveys, change orders, designs or specifications, or time bids are received, and shall secure and pay for the (2) the giving of or the failure to give directions or in- building permit 'and for all other permits and govern- structions by the Architect, his agents or employees pro- mental fees, licenses and inspections necessary for the vided such giving or failure to give is the primary cause proper execution and completion of the Work. of the injury or damage. 10.6 The Contractor shall give all notices and comply ARTICLE 11 with all laws, ordinances, rules, regulations, and lawful SUBCONTRACTS orders of any public authority bearing on the performance 11.1 A Subcontractor is a person or entity who has a of the Work,and shall promptly notify the Architect if the direct contract with the Contractor to perform any of the Drawings and Specifications are at variance therewith. Work at the site. 10.7 The Contractor shall be responsible to the Owner 11.2 Unless otherwise required by the Contract Docu- for the acts and omissions of his employees, Subcontrac- ments or in the Bidding Documents, the Contractor, as tors and their agents and employees, and other persons soon as practicable after the award of the Contract, shall performing any of the Work under a contract with the furnish to the Architect in writing the names of Subcon- Contractor. tractors for each of thee rinci al k. 10.8 The Contractor shall review,approve and submit all The Contractor shall notemploy any Subcco tFrac orportions of teo to Shop Drawings, Product Data and Samples required by whom the Architect or the Owner may have a reasonable the Contract Documents. The Work shall be in accord- objection. The Contractor shall not be required to con- ance with approved submittals. tract with anyone to whom he has a reasonable objection. 10.9 The Contractor at all times shall keep the premises Contracts between the Contractor and the Subcontractors free from accumulation of waste materials or rubbish shall (1) require each Subcontractor, to the extent of the caused by his operations. At the completion of the Work Work to be performed by the Subcontractor, to be bound he shall remove all his waste materials and rubbish from to the Contractor by the terms of the Contract Docu- and about the Project as well as his tools, construction ments, and to assume toward the Contractor all the obli- equipment, machinery and surplus materials. gations and responsibilities which the Contractor, by these 10.10 The Contractor shall pay all royalties and license Documents,assumes toward the Owner and the Architect, and (2) allow to the Subcontractor the benefit of all rights, fees. He shall defend all suits or claims for infringement of any patent rights and shall save the Owner harmless remedies and redress afforded to the Contractor by these from loss on account thereof. Contract Documents. 10.11 To the fullest extent permitted by law, the Con- ARTICLE 12 tractor shall indemnify and hold harmless the Owner and WORK BY OWNER OR BY the Architect and their agents and employees from and SEPARATE CONTRACTORS against all claims,damages, losses and expenses, including 12.1 The Owner reserves the right to perform work re- but not limited to attorneys' fees arising out of or result- lated to the Project with his own forces, and to award ing from the performance of the Work, provided that any separate contracts in connection with other portions of such claim, damage, loss or expense (1) is attributable to the Project or other work on the site under these or simi- bodily injury,sickness, disease or death, or to injury to or lar Conditions of the Contract. If the Contractor claims destruction of tangible property (other than the Work it- that delay or additional cost is involved because of such self) including the loss of use resulting therefrom, and action by the Owner, he shall make such claim as pro- (2) is caused in whole or in part by any negligent act or vided elsewhere in the Contract Documents. omission of the Contractor, any Subcontractor, anyone 12.2 The Contractor shall afford the Owner and separate directly or indirectly employed by any of them or anyone contractors reasonable opportunity for the introduction for whose acts any of them may be liable, regardless of and storage of their materials and equipment and the whether or not it is caused in part by a party indemnified execution of their work, and shall connect and coordinate hereunder. Such obligation shall not be construed to his Work with theirs as required by the Contract Docu- negate, abridge, or otherwise reduce any other right or ments. 5 A107-1975 AIA DOCUMENT A107 • ABBREVIATED OWNER-CONTRACYOR AGREEMENT • EIGHTH EDITION - APRIL© 1978 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON,1 D.C• 20006 12.3 Any costs caused by defective or ill-timed work 15.2 Payments may be withheld on account of (1) defec- shall be borne by the party responsible therefor. tive work not remedied, (2) claims filed, (3) failure of the Contractor to make payments properly to Subcontractors ARTICLE 13 or for labor, materials, or equipment, (4) damage to the MISCELLANEOUS PROVISIONS Owner or another contractor, or (5) persistent failure to 13.1 The Contract shall be governed by the law of the carry out the Work in accordance with the Contract place where the Project is located. Documents. 13.2 All claims or disputes between the Contractor and 15.3 When the Architect agrees that the Work is sub- the Owner arising out of, or relating to, the Contract stantially complete, he will issue a Certificate of Substan- Documents or the breach thereof shall be decided by tial Completion. arbitration in accordance with the Construction Industry 15.4 Final payment shall not be due until the Contractor Arbitration Rules of the American Arbitration Association has delivered to the Owner a complete release of all liens then obtaining unless the parties mutually agree other- arising out of this Contract or receipts in full covering all wise. Notice of the demand for arbitration shall be filed labor, materials and equipment for which a lien could be in writing with the other party to the Owner-Contractor filed, or a bond satisfactory to the Owner indemnifying Agreement and with the American Arbitration Association him against any lien. If any lien remains unsatisfied after and shall be made within a reasonable time after the dis- all payments are made, the Contractor shall refund to the pute has arisen. The award rendered by the arbitrators Owner all moneys the latter may be compelled to pay in shall be final, and judgment may be entered upon it in discharging such lien, including all costs and reasonable accordance with applicable law in any court having juris- attorneys' fees. diction thereof. Except by written consent of the person 15.5 The making of final payments shall constitute a or entity sought to be joined, no arbitration arising out waiver of all claims by the Owner except those arising of or relating to the Contract Documents shall include, from (1) unsettled liens, (2) faulty or defective Work ap- by consolidation, joinder or in any other manner, any pearing after Substantial Completion, (3) failure of the person or entity not a party to the agreement under which Work to comply with the requirements of the Contract such arbitration arises, unless it is shown at the time the Documents, or (4) terms of any special warranties re- demand for arbitration is filed that (1) such person or quired by the Contract Documents. The acceptance of entity is substantially involved in a common question of final payment shall constitute a waiver of all claims by the fact or law, (2) the presence of such person or entity is Contractor except those previously made in writing and required if complete relief is to be accorded in the arbi- identified by the Contractor as unsettled at the time of the tration, (3) the interest or responsibility of such person or final Application for Payment. entity in the matter is not insubstantial, and (4) such per- ARTICLE 16 son or entity is not the Architect or any of his employees or consultants. The agreement herein among the parties PROTECTION OF PERSONS AND PROPERTY to the Agreement and any other written agreement to 16.1 The Contractor shall be responsible for initiating, arbitrate referred to herein shall be .specifically enforce- maintaining, and supervising all safety precautions and able under the prevailing arbitration law. programs in connection with the Work. He shall take all ARTICLE 14 reasonable precautions for the safety of, and shall provide all reasonable protection to prevent damage, injury or TIME loss to (1) all employees on the Work and other persons 14.1 All time limits stated in the Contract Documents who may be affected thereby, (2) all the Work and all are of the essence of the Contract. The Contractor shall materials and equipment to be incorporated therein, and expedite the Work and achieve Substantial Completion (3) other property at the site or adjacent thereto. He shall within the Contract Time. give all notices and comply with all applicable laws, ordi- 14.2 The Date of Substantial Completion of the Work is nances, rules, regulations and orders of any public author- the date certified by the Architect when construction is ity bearing on the safety of persons and property and their sufficiently complete so that the Owner can occupy or protection from damage, injury or loss. The Contractor utilize the Work for the use for which it is intended. shall promptly remedy all damage or loss to any property 14.3 If the Contractor is delayed at any time in the caused in whole or in part by the Contractor, any Sub- progress of the Work by changes ordered in the Work, contractor, any Sub-subcontractor, or anyone directly or by labor disputes, fire, unusual delay in transportation, indirectly employed by any of them, or by anyone for adverse weather conditions not reasonably anticipatable, whose acts any of them may be liable, except damage or unavoidable casualties, or any causes beyond the Con- loss attributable to the acts or omissions of the Owner or tractor's control, or by any other cause which the Archi- Architect or anyone directly or indirectly employed by tect determines may justify the delay, then the Contract either of them or by anyone for whose acts either of them Time shall be extended by Change Order for such reason- may be liable, and not attributable to the fault or negli- able time as the Architect may determine. gence of the Contractor. The foregoing obligations of the Contractor are in addition to his obligations under Para- ARTICLE 15 graph 10.11. PAYMENTS AND COMPLETION ARTICLE 17 15.1 Payments shall be made as provided in Article 4 and INSURANCE Article 5 of this Agreement. 17.1 Contractor's liability insurance shall be purchased AIA DOCUMENT A107 • ABBREVIATED OWNER-CONTRACTOR AGREEMENT • EIGHTH EDITION • APRIL 1978 • AIA® p 1978 • THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 A107-1978 6 and maintained by the Contractor to protect him from 18.2 The Contract Sum and the Contract Time may be claims under workers' or workmen's compensation acts changed only by Change Order. and other employee benefit acts, claims for damages be- 18,3 The cost or credit to the Owner from a change in cause of bodily injury, including death, and from claims the Work shall be determined by mutual agreement. for damages, other than to the Work itself, to property which may arise out of or result from the Contractor's ARTICLE 19 operations under this Contract, whether such operations CORRECTION OF WORK be by himself or by any Subcontractor or anyone directly or indirectly employed by any of them. This insurance 19.1 The Contractor shall promptly correct any Work shall be written for not less than any limits of liability rejected by the Architect as defective or as failing to con- specified in the Contract Documents, or required by law, form to the Contract Documents whether observed before whichever is the greater, and shall include contractual or after Substantial Completion and whether or not fabri- liability insurance applicable to the Contractor's obliga- cated, installed or completed, and shall correct any Work tions under Paragraph 10.11. Certificates of such insur- found to be defective or nonconforming within a period ance shall be filed with the Owner prior to the com- of one year from the Date of Substantial Completion of mencement of the Work. the Contract or within such longer period of time as may 17.2 The Owner shall be responsible for purchasing and be prescribed by law or by the terms of any applicable maintaining his own liability insurance and, at his option, special warranty required by the Contract Documents. The may maintain such insurance as will protect him against provisions of this Article 19 apply to Work done by Sub- claims which may arise from operations under the Con- contractors as well as to Work done by direct employees tract. of the Contractor. 17.3 Unless otherwise provided, the Owner shall pur- chase and maintain property insurance upon the entire ARTICLE 20 Work at the site to the full insurable value thereof. This TERMINATION OF THE CONTRACT insurance shall include the interests of the Owner, the Contractor, Subcontractors and Sub-subcontractors in the 20.1 If the Architect fails to issue a Certificate for Pay- Work and shall insure against the perils of fire and ex- ment for a period of thirty days through no fault of the tended coverage and shall include "all risk" insurance for Contractor,or if the Owner fails to make payment thereon physical loss or damage including, without duplication of for a period of thirty days, the Contractor may, upon coverage, theft, vandalism, and malicious mischief. seven additional days' written notice to the Owner and 17.4 Any loss insured under Paragraph 17.3 is to be ad- the Architect, terminate the Contract and recover from justed with the Owner and made payable to the Owner the Owner payment for all Work executed and for any as trustee for the insureds, as their interests may appear, proven loss sustained upon any materials, equipment, subject to the requirements of any mortgagee clause. tools, and construction equipment and machinery, includ- 17.5 The Owner shall file a copy of all policies with the Ing reasonable profit and damages applicable to the Project. Contractor before an exposure to loss may occur. 20.2 If the Contractor defaults or persistently fails or 17.6 The Owner and Contractor waive all rights against neglects to carry out the Work in accordance with the each other for damages caused by fire or other perils to Contract Documents or fails to perform any provision of the extent covered by insurance obtained pursuant to the Contract, the Owner, after seven days' written notice this Article or any other property insurance applicable to to the Contractor and without prejudice to any other the Work,except such rights as they may have to the pro- remedy he may have, may make good such deficiencies ceeds of such insurance held by the Owner as trustee. and may deduct the cost thereof including compensation The Contractor shall require similar waivers in favor of the for the Architect's additional services made necessary Owner and the Contractor by Subcontractors and Sub- thereby, from the payment then or thereafter due the subcontractors. Contractor or, at his option, and upon certification by the Architect that sufficient cause exists to justify such action, ARTICLE 18 may terminate the Contract and take possession of the CHANGES IN THE WORK site and of all materials, equipment, tools, and construc- tion equipment and machinery thereon owned by the 18.1 The Owner, without invalidating the Contract, may Contractor and may finish the Work by whatever method order Changes in the Work consisting of additions, dele- he may deem expedient, and if the unpaid balance of the tions, or modifications, the Contract Sum and the Con- Contract Sum exceeds the expense of finishing the Work, tract Time being adjusted accordingly. All such changes such excess shall be paid to the Contractor, but if such in the Work shall be authorized by written Change Order expense exceeds such unpaid balance, the Contractor signed by the Owner and the Architect. shall pay the difference to the Owner. A107-1978 AIA DOCUMENT A107 • ABBREVIATED OWNER-CONTRACTOR AGREEMENT • EIGHTH EDITION • APRIL 1978 • AIA® D 1978 • THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AV NUE, N.W., WASHINGTON, D.C. 20006 a ARTICLE 21 OTHER CONDITIONS OR PROVISIONS 1. Shop drawing requirements shall be relieved unless requested in writing by owner as of date of contract; contractor assumes full responsibility for full compliance of drawings. 2. Spefifically excluded from this contract are costs for any permits. 3. All work to be performed in accordance with approved plans by the Town of Southold and will be done in compliance with rules and regulations and laws of all governmental agencies having jurisdiction over the performance of the work. 4. It is agreed that. theresponsibility for the drawings and specifications complying withthe State Building Code is not the contractor's responsibility. 5. Salaries to be paid will be the prevailing rate for this area. 6. All materials for the kennels to be supplied by owner. 7. Due to delay in start of construction, the completion date is extended to June, 1987. This Agreement entered into as of the day and year first written above. OW CONTRACTOR eZI& AIA DOCUMENT A107 • ABBREVIATED OWNER-CONTRACTOR AGREEMENT EIGHTH EDITION • APRIL 1978 • AIA® Q 1978 • THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 A107-1978 8 COPY FOR YOUR GARRETT A. STRANG INFORMATION ARCHITECT MAIN ROAD,P.O.BOX 1412 t SOUTHOLD.NEW YORK 11671 516-765-5455 RECEIVED APR 3 1987 SOUSeld To" Clerk April 2 , 1987 Mr. Richard Saetta 4 Bootleg Alley Greenport, New York 11944 Re: Alterations and Additions to Dog Pound Peconic, New York Dear Mr. Saetta: It is my understanding that no work has taken place at the dog pound in the last three weeks. I have taken the opportunity to review the project manual, which states on page 00100-4 of Instructions to Bidders, 'that the Work will be completed in a period of sixty (60) days. ' Since you are long past this comple- tion date, I urge you to finish the work as soon as pos Bible, so that you will not be held in default on your contract with the Town of Southold. I refer you to the Performance Bond section of the AIA document, which is part of the project manual, with re- spect to possible liability. Very truly yours, b/ XrrettStrang, R.A. cc: Town of Southold v Cr GARRETT A. STRANG ARCHITECT a d a MAIN ROAD.P.O.BOX 1412 OSOUTHOLD.NEW YORK 1 1971 516-765-5455 Mellow _ _ -------- --- ---- S OFFICE 'tq ZlD ORY March 9, 1987 Francis J. Murphy, Supervisor Town of Southold Main Road Southold, New York 11971 Re: Additions to Animal Shelter, Peconic, New York Dear Mr. Murphy: In response to your letter of March 3 , 1987 , it is my understanding that the matter of the oil leak at the Shelter is not construction-related. My recollection is that the fuel tank was run empty. The possibility exists that the fuel pump sucked sediment into the tank bottom, causing the nozzle to malfunction and the filter to clog. Also, the fuel lines were not in the way of construction on the date of the repair. I feel that this is a maintenance cost and not a con- struction cost. If there is any information of which I am not aware, please advise. Very truly yours , i GAS/b Garrett A. Strang, R.A. cc: G. Penny O��c�UFFOCK�oG z Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 .JUDITH T. TERRY TELEPHONE. TOWN CLERK (516) 765-1801 REGISTRAR of VITAL STATISTICS OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON FEBRUARY 3, 1987: RESOLVED that the Town Board of the Town of Southold hereby waives the building permit fees for construction of the kennel system at the Southold Town Dog Pound and necessary fencing around the property. Judith T. Terry/ Southold Town Clerk February 5, 1987 O�o��FFOt'��oG z - 0 ct� i Town Hall, 53055 Main load O P.O. Box 1179 Southold, New York 1 1971 JUDITH T. TERRY TELEPHONE, TOWN CLERK (516)765-1801 REGISTRAR OF VITAL STATISTICS OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTHOLD TOWN. BOARD AT A SP,EClAL_ MEETING HELD ON DE'CEM'BER 9, 1986: RESOLVED that the Town Board of the Town of Southold hereby authorizes the purchase and installation of 600± ft. of 6 ft. high cedar stockade fence for the Southold Town Dog Pound, at a cost not to exceed $3,900. 00; said' expenditure to be paid' from the Buildings & Grounds account, provided there are sufficient funds available in' the 1986 Budget, and in the event there are not sufficient funds, the expenditure is to be paid from those moneys provided for in a bond resolution for the construction of the new kennel building. Judith T. Terry Southold Town Clerk January 8, 1987 FFOC,r`Oli z 'Town Hall, 53095 Main Road �. P.O. Box 1 179 Southold, New York 1 1971 JUDITH T. TERRY TELEPHONE. TOWN CLERK (516)765-1801 R[?cIsTRAR OF VITAL STATISTICS OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON JANUARY 6, 1987: RESOLVED that the Town Board of the Town of Southold hereby authorizes and directs Supervisor Francis J. Murphy to execute a Change Order, not to exceed $500.00, to correct cesspool connections at the Kennel Building being constructed at the Southold Town Dog Pound. Judith T. Terry Southold Town Cler January 7, 1987 FOR DISCUSSION 11 /6/86 a 4' " tt► Town Hall, 53095 Main Road P.O. Box 728 Southold, New York 1 1971 JUDITH T.TERRY TELEPHONE TowN CLFRK (516)765-1801 REGISTRAR OF VITAL.STATISTICS OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD BID OPENING: KENNEL AREA ONLY - Dog Pound - 11 :00 A.M. , October 23, 1986. Glenn Bradley 6 Son (electrical only - does not qualify) - $4,500. 00. Richard Saetta, General Contractor, Inc. - $51,657. 00 (no bid bond or bid check - no non-collusive certificate or affirm. action certif.) Independent Service of Holbrook, Inc. - $155, 120. 00 bid bond, non-collus. Alternate #1 - Administration + 176,640. 00 certif, affirm. ac. certif: $331,760. 00 included-- J. Petrocelli Construction, Inc. - - $139,025. 00 bid bond, non-collus. Alternate #1 - Administration + 235, 433. 00 certif, affirm. act. certif. $374, 458. 00 included-- 1 GLENN BRADLEY & SON Licensed Electrician P.O. BOX 382 LAUREL, NEW YORK 11948 (516) 298-4079 PROPOSAL Oct . 22 , 1986 TO: Southold Town Clerk FROM: Glenn Bradley , Sr . SUBJECT : Electrical proposal for addition to Kennel area at Southold Town Animal Shelter. Garrett A. Strang , Architect Job #86: 07 Alternate #2 For the sum of $4 , 500 .00 Notes: Bid assumes . . . 1 ) Feed 60 Amp from panel in existing administration building to a panel in new addition . 2) All circuits in new addition to terminate in this panel . 3) Work to conform to prints . - 00310 BID FORM TO: TnWN ROARD TOWN OF SOUTHOLD_ hereinafter called 'Owner 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 stipulates sum of Fifty One Thousand Six Hundred Fifty Seven Dollars DOLLARS ($51,657.00 ) 2. The undersigned understands and agrees to comply with and be bound by instructions to bidders issued for this Work. 3. The undersigned acknowledges receipt of Addenda numbers : 4 . Enclosed with this bid is bid security in the amount of not less than 10% of the bidder' s proposed Contract Sum. BIDDER: Richard Saetta, General Contractor, Inc. ( ) by Richard Saetta ( ' '�ORPORATE SEAL ) Address 4 Bootleg Alley ( ) Greenport, New York 11944 ( ) License number 576 License type H.I.C. Bid dated this Twenty-Third day of October 1986 END OF BID FORM BID FORM 86 : 07 00310-1 •-T •1 1 00310 BID FORM TO: Tnwm ROARD Tnwm OF SOUTHOLD hereinafter called Owner 1. The undersigned, having examined the proposed Contract Doc- uments titled: ADDITION TO KENNEL AREA AT THE SOUTHOLD TOWN ANIMAL SHELTER and having visited the site and examined the conditions af- fecting the Work, hereby proposes and agrees to furnish for all trades , all labor , materials , equipment, and appliances and to perform operations necessary to complete the Work as re quired by said proposed Contract Dpcuments , for the stipulated sum of MCI CONTrzf+CTr 614 ONF-t{u. ler-a Trtq �ve T-t auld cwnu,�d� �t I�g- � ,azo= A�-teieIvGt ) orae l �r,dreds�yerr�,� xT+�usa„d Uc hwndf&DOLURMS ($ /-7(,,6go ) -' 4 -Tor�AI Ca.�TTcAcT?74e -M1 .5,ven h 2. The undersigned understands and agrees to omply 6 ' and be bound by instructions to bidders issued for this Work. 3. The undersigned acknowledges receipt of Addenda numbers : Addeodu P No t OcIO&!z 3, &8(:� 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 2J ( CORPORATE SEAL ) Address -7S S`fC-AQ0k)e ( ) fiedeea1Sb *�- I - 2-7-7 3 97S ( ) License number z gg 4.1 License type ik (e T NP k'6Vf&W r)T L%5�f3rise Bid dated this 23` day of Cr_fi bei 19 �o END OF BID FORM BID FORM 86 : 07 00310-1 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, 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. v. 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 mpner 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. 9 STATEMENT OF NON-COLLUSION 00320-1 86 : 07 RESOLUTION Resolved that Tndep,- nd-e/7T SRVf(e 6F A0b4c C -r A1C_ be (Name of Corporation) authorized to sign and submit the bid orAgroposal of this corporation for the following project AgriI�-, n/) ! 3�6,e/ S4U On Qy-a P T) 62af2d CtreA Q7- THE SCc�rho%J TC�vh! (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 -+ndeoat - ,c r--c:,F-Hchicc/C --- corporationat a 'meeting of the Board of Directors held on the 23rcAday of OC�heYC- 19 _. C (SEAQ. OF THE CORPORATION) Secretary Laws of New York , 1965 Ch . 751 , Sec . 103-d , as amended effective September 1 , 1965 . 00320-2 . e 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 z�RyICC tic, 1bfL� K_ SNC_ (Bidder ) certified that : 1 . it intends to use the following listed construction trades i the work under the contract L'y�(V-t2,c S. FIY � 5 t MF�AL L':yL���'LS �� C �u�Tp-�'-S• 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 covers e 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 Authorize Representative of Bidder ) 00330-1 I _ •G1ZI 1:M1'NT 01_ -HRJ:l_Y " In the event tha'. the .ibo vc- proposal is .Wc,'Ptc i -Md t►l,• tl:. :• . :: : ; ,•,1 i:: awarder? the CO1 tr,ict for yin lir X111 for full and frAit':ful lt �rt.n:l: ul :.: Lcl,ttl , .tlt l n ll:; t.•: I,;"t, + ;t,: l rriaterialmen, di 2 foliov.,in t suretY: t - s INTERNATIONAL FIDELITY INSURANCE 11y:. C � .. Patricia Healy,+ Attorney-in-fact 't CERTIFIC:,ATE OF SURL:TY to he si�)'W-1 1)y ;' clttl . .ttttlt„r.i:'. 1 Ill 'i• I ,,:l :ttt c r attorney of th,� Surety C01111 :lny. y 7 In the event that the above propo -j is <<cet�utt �i <<nci t1t.r contract icer the is awarded to said: INDEPENDENT SERVICE OF HOURQD�Cep j J — — (Name of bit; 'or) 7 ' INTERNATIONAL FIDELITY INSURANCE COMPANY (Surety Goillp'tny) i will execute the-nc:F-f-arn:nnce bond as 1lc;re+ lto:••-fore. r,r�w)(l .t? : + Sir.�]nt-2d 1)y: _. ---- — - - - — --.. Patricia He=a (1lutlturl:: .x1 !1Lh-) + 10/17/86 Dated: — 'j NOTE: This is a :-ample form, see page 2 INFC)RMATION 1 ,-A.,. B1Df)!:;\'S, Article 4 . 13. t� i of !aid :t;m(,rlt of ';zir-sty I'. ;• l 1 1 "WINS'"'` International Fidelity Insurance Company f, • �� 24 COMMERCE STREET NEWARK, N. J. 07102 X ' I [ 5•V• KNOW ALL HEN BY THESE PRESENTS: That we, the undersigned, INDEPENDENT SERVICE OF HOLBROOK CORP. 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 SOUTHOLD - TOWN CLERK in the penal sum of 10% 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 17thday of October 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 one story addition to Kennel Area - Animal Shelter NOW, TUEREFORE, (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 o SK CORP. ATTEST: r f / ct r Principfil ATTEST: _ L_ - �_ _ INTERNATIONAL FIDELITY INS CE CO By: Bid Bond Patricia Healy,, Attorney-in-06/t State,'of 1 ss. County of ) c _ ar E On this day of 19 , before me personally came � rn � d > 3 v e° to me known, c Y Q 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 V On this day of 19 , before me personally came rn E d to me known and known to me ii3 0 C to be a member of the firm of Q 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 ofi6�)) (' ss. County of_E::5i On this Zy day of �C� 19?L—, before me personally came o E �`'` ( �E�f3/ to me known, - rn cx o who being by me duly sworn, did depose and say that he is the � C-`> Q of �1�1�.1=PC7v��-iy 1 Se-F–�1 C�C NF1 LYS T1� 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 sejA " wr� affixed by order of the Board of Directors of said corporation, and that he signed his name thereto by like o(der. N01ary Public,State of th- V,rk No.5154583 My commission expires Qualified in Suffolk ummission Expires June 30, i9 7 Notary Public State of NEW )U;K County of U%Cxw. I Ss. On this 17111 day of 0 19 86 , before me personally came c d E PAMICIA H ALY T to me known, who, being by me duly sworn, did depose and say that 1'T'Y in 0 he is an attorney-in-fact ofd the corporation described in and which executed the within instrument;that he knows the corporate seal of said corporation at the seal ri Q affixed to the within in trument is such corporate seal,and that he sic ned the said instrument and affixed the s id sea as A orney-in-Fact by authority of the Boa of Directors of said corporation and by authoWy of this office under the Standing esolu ions ereof. DIANE HOWARD \ +i' NOTARY PUBUC, State of New Y ) - My commission expires' No.4735382 !! Commission Expires March 30, 190 Notary Public FORM # 13 25M 3 ;� INTERNATIONAL FIDELITY INSURANCE COMPANY 24 COMMERCE ST., NEWARK, NEW JERSEY 07102 STATEMENT OF ASSETS,LIABILITIES, SURPLUS AND OTHER FUNDS AT JUNE 30,. 1986 ASSETS Bonds(Amortized value) . . . . . . . . . . . . . . . . . . . . . . . . . . $17,363,055 Common Stocks (Market value) . . . . . . . . . . . . . . . . . . . . . . 916,268 Mortgage Loans on Real ERtate . . . . . . . . . . . . . . . . . . . . . . 149,960 Real Estate . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 73,340 Cash&Bank Deposits . . . . . . . . . . . . . . . . . . . . . . . . . . . . 964,203 Short Term Investments . . . . . . . . . . . . . . . . . . . . . . . . . . . 1,604,790 Unpaid Premiums&Assumed Balances . . . . . . . . . . . . . . . . . 1,546,484 Reinsurance Recoverable on Loss Payments. . . . . . . . . . . . . . 584,786 Federal Income Tax Recoverable . . . . . . . . . . . . . . . . . . . . . 52,000 Electronic Data Processing Equipment . . . . . . . . . . . . . . . . . 212,951 Interest&Dividends Due and Accrued . . . . . . . . . . . . . . . . . 443,613 Funds Held in Escrow Accounts . . . . . . . . . . . . . . . „ . . . . . 3,181,422 Collateral Funds Held Under Contract . . . . . . . . . . . . . . . . . (3,181,422) Contract Balances Due and Unpaid . . . . . . . . . . . . . .. . . . . . 207,059 Equity in Pools and Associations . . . . . . . . . . . . ... . . . ... . . 372 TOTAL ASSETS . . . . . . . . . . . . . . . . . . . . . . . . . $24,118,881 LIABILITIES,SURPLUS&OTHER FUNDS Losses(Reported losses net as to reinsurance ceded and incurred but not reported losses) . . . . . . . . . . . . . . . . . . . . $ 7,885,323 Loss Adjustments Expenses 1,971,824 Contingent Commissions&Other Similar Charges . . . . . . . . . . 33,102 Other Expenses(Excluding taxes,licenses and fees) . . . . . . . . 152,710 Taxes, Licenses&Fees(Excluding Federal Income Tax) . . . . . 258,627 Unearned Premiums . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8,874,477 Funds Held by Company Under Reinsurance Treaties . . . . . . . 50,000 Accounts Withheld by Company for Account of Others . . . . . . 61,891 Liability for Unauthorized Reinsurance . . . . . . . . . . . . . . . . 8,737 TOTAL LIABILITIES . . . . . . . . . . . . . . . . . . . . . . $19,296,691 Capital Paid-Up . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1,330,000 Gross Paid-in&Contributed Surplus . . . . . . . . . . . . . . . . . . 544,600 Unassigned Funds(Surplus) . . . . . . . . . . . . . . . . . . . . . . . . 2,947,590 Surplus as Regards Policyholders . . . . . . . . . . . . . 4,822,190 TOTAL I I ABILITIES,SURPLUS&OTHER FUNDS $24,118,881 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,June 30, 1986 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 August 9, 1986 � uTY G INTERNATIONAL FIDELITY INSURANCE COMPANY 7 1904 �1♦� • *�+, President TEL.,(201)624-nOO POWER OF ATTORNEY International Fidelity Insurance Company HOME OFFICE:24 COMMERCE STREET BOND NO. d NEWARK,NEW JERSEY 07102 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 Agnes Mulhall, Patricia Healy, Diane Howard 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 Vice President,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 of 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. IY /NS 1'Uq,' G'pyy day of May A.D. 1982 CD '' SEAL Cl) �- 1904 ej yd, 'Fty IEaS�a ,T 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,to me 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. Vl IN TESTIMONY WHEREOF I have hereunto set my hand and affixed my Official Seal, Q at the City of Newark, New Jersey the day and year first above written. �/ C 4 pV L,G Notary Public My Commission Expires April 14, 1988 CERTIFICATION I, 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 SAIL) 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. p/ 1N TESTIMONY"WHEREOF,I have hereunto set my hand this/lay of 19 0 ,6 O Assistant Secretary 00310 BID FORM TO: TOWN ROARD TOWN OF SOUTHOLD hereinafter called Owner 1. The undersigned, having examined the proposed Contract Doc- uments titled: ADDITION TO KENNEL AREA AT THE SOUTHOLD TOWN ANIMAL SHELTER 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 Dpcuments , for the stipulates sum of One Hundned T1ij,�tu_Nine Thousand Twenty-Five------------------- -------------------------DOLLARS ($ 139,025.00 ) _PLUS ALTERNATE _ 1 __SEE NEXT PAGE 2. The undersigned understands and agrees to comply with and be bound by instructions to bidders issued for this Work. J •. 3 . The undersigned acknowledges receipt of Addenda numbers : No Addenda neee..ved. 4 . Enclosed with this bid is bid security in the amount of not less than 10% of the bidder' s proposed Contract Sum. BIDDER: ( ) J. P eUi Coni on, In . f ) ( ) by ( ) J n . Pew o"ce e P.i., Sts. - Pke�sident ( CORPORATE SEAL ) Addre 1695 Roo�seve-P,t Avenue ( ) Bohemia, New Votk 11716 ( ) License numberNot AppZi.eabte License type Not Appti.cabte Bid dated this 23ttd day of OctobeA 1986 END OF BID FORM BID FORM 86 : 07 00310-1 00310 BID FORM - ALTERNATE # 1 ADMINISTRATION ARFt TO: TnwN ROARD TnwN OF SOUTHOLD hereinafter ,called Owner 1. The undersigned, having examined the proposed Contract Doc- uments titled: ADDITION TO KENNEL AREA AT THE SOUTHOLD TOWN ANIMAL SHELTER 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 stipulates sum of Two Hundtced Th At -Five Thousand Fout Hundtced Thi) ty-Thnee----- ----- ----------------------------DOLLARS ($_235.,433. 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 : No Addenda tceee%ved. 4. Enclosed with this bid is bid security in the amount of not less than 10% of the bidder' s proposed Contract Sum. - BIDDER: (` ) J. P C n/5 cti_on Inc. ( ) by `74 7, A4 ( ) Job n . Pekoe Sts. - Ptce�s�den t ( CORPORATE SEAL ) Address 1695 RooseveP.t Avenue ( ) Bohemia New yot k 11716 ( ) License number Not Appt i:cabte License type Not Appticab& Bid dated this 23tcd day of OctobeA 19 86 END OF BID FORM - BID FORM 86 : 07 00310-1 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, 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. a. 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 thot-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 Resolved that J. PetAop-e2,U Con.6tAuc ion, Inc. be (Name of Corporation) authorized to sign and submit the bid or proposal of this corporation for the following project f Addition to Kennet Attea at the Southotd Town Anima e She,Pteh, Southotd, New Yotk (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 0d co relit copy of the resolution adopted by J. PetAoee.��.c Cont ucX.con, �nc, corporation at a meeting of tbe. Q1 oard of Directors he � on the day of bb 19 (SEAL OF THE CORPORATION) Secretary Laws of New York , 1965 Ch . 751 , Sec . 103-d , as amended effective September 1 , 1965 . 00320-2 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 J. PetAoce.P.P.i, CovztAuction, Inc. (Bidder ) certified that : 1 . it intends to use the following listed construction trades in the work under the contract ftecttic, Pt mbing, HVAC, ConcAete, Maz onn y, Mi6c. Mess. 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 : Etec x�c, P2.umbinq, HVAC 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 : Ccnctr.ete.. Kisc. Metals 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 thesaBionditions . (::7:; Ll , ZA (Signature A horized 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 : The AmeAican Insurance Company - Bid Band SURETY COMPANY Signed cl :; 4. Ll (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 y (Bidder ' s Name) the 'Surety 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. nn,�_sn-1 RESOLUTION Resolved that J. PetAoLeUi. Cowsttcuction, Inc. be (Name of Corporation) authorized to sign and submit the bid or proposal of this corporation for the following project f Addition to Kennet Akea at the Southotd Town Ani.ma2 ShetteA, ` Southo.td, New Yot k (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 pd co re t coDy of the resolution adopted by J. Pettocet ConstAuction, Inc. corporation 20 at a meeting of t� oBehrd of Directors he � on . the day of bb 19 (SEAL OF THE CORPORATION) Secretary Laws of New York , 1965 Ch . 751 , Sec . 103-d , as amended- effective September 1 . 1965 . 00320-2 00440 SUBSTITUTION LISTING TO: TOWN _BOARD TOWN OF SOUTHOLD hei.cinafter 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: n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a PROVIDE SIGNATURE 7by ?n P ac Caws uct.%an, Inc. IDENTICAL TO THAT SHOWN ON THE BID FORM PetAoce.2U, Stc. - Ptce�ident END OF SUBSTITUTION LISTING SUBSTITUTION LISTING 86 : 07 00440-1 A.I.R.. Document No. A-310 (February 1970 Ed.) FIREMAN'S FUND INSURANCE COMPANY THE AMERICAN INSURANCE COMPANY NATIONAL SURETY CORPORATION n= ASSOCIATED INDEMNITY CORPORATION 200RAMCOMPRKM AMERICAN AUTOMOBILE INSURANCE COMPANY BID BOND KNOW ALL MEN BY THESE PRESENTS, that we, J. Petrocelli Construction, Inc . 1695 Roosevelt Avenue, Bohemia, N. Y. 11716 as Principal, hereinafter called the Principal, and The American Insurance Company 420 Crossways Park Drive, Woodbury, N.Y. 11797 a corporation duly organized under the laws of the State of New Jersey as Surety, hereinafter called the Surety, are heli and firmly bound unto Town of Southold, Town Hall, Main Road, Southold, New York 11971 as Obligee, hereinafter called the Obligee, in the sum of 10% of the amount bid. 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 Addition to Kennell Area at the Southold Town Animal Shelter 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 22nd day of October A.D. 19 86 J . Petrocelli Lnstruction , Inc . (Pri (Seal) (Witness) (Title) THE AMERICAN INSURANCE COMPANY ` (Surety) (Seal) (Witness) J\ i Attorney in Fact Smith, r State of New York C County of Nassau S ss: On �'(� before me, a Notary Public in and for said County and State, residing therein, duly commissioned and sworn, personally appeared Florence Smith, residing in Glendale, N.Y. known to me to be Attorney-in-Fact of The American Insurance Company the corporation described in and that executed the within and foregoing instrument, and known to me to be the person who executed the said instrument in behalf of the said corporation, and he duly acknowledged to me that such corporation executed the same. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal, the day and year stated in this certificate above. My Commission Expires 'Ilio State of hfew �'Q•"k z No 3,'j-7UJ4i4tart• d Notary Public Gue.t;;led I-, Nassau to 360212-6-66 0,nrr,nN3t't'0R Expirft 1-3 1-1379 STATE OF SS. COUNTY OF On this clay of in the year 19 before me personally came , a member of the copartnership of to me known and known to me to be the person described in and who executed the foregoing instrument, and acknowledged to me that he executed the same as and for the act and deed of the said copartnership. CORPORATE VERIFICATION STATE OF New York SS.: COUNTY OF Suffolk On this 23rd day of October in the year 19 86, before me personally came John M. Petrocelli, Sr. to me known, who, being by me duly sworn, did depose and say that he resides in r Huntington, New York ; that he is the_ President of the J. Petrocelli Constriction, Inc. the corporation described in and which executed the foregoing instrument; that he knows the cor- porate seal of the said corporation; that the seal affixed to the said instrument is such corporate seal; and that it was so affixed by order of the Board of Directors of the said corporation, and that he signed his name thereto by like order. CAROL/;. YCUNS / NOTARY PUBLIC,State of New York No.41 YO-9820-964 Qualified in Suffolk County Term Ex Iles l Wpj 1988(For convenience of Principal in connection with attaed b 7 360085-7-65 GENERAL AOTTOR moi• THE AMERICAN INSURANCE COMPANY KNOW ALL MEN BY THESE PRESENTS:That THE AMERICAN INSURANCE COMPANY.a Corporation duly organized and existing under the laws of the State of Net► Jersey, and having its principal office in the City and County of San Francisco. California. has made. constituted and appointed,and does by these presents make.constitute and appoint GEORGE H. FAHA, FLORENCE SMITH, ARTHUR H. l9U":KENBE;CK, JR. , HOWARD F. TREIBER, MELISSA STEPINOWSKI and EVANGELINA L. DO!AINiCK MINEOLA, NY jointly or severally its true and lawful Attorneys}in-Fact.with full power an authority hereby conferred in Its name,place and stead,to execute,seal•acknoulcdFe and deliver any and all bonds. undertakings,recogniziinces or other written obligations in the nature thereof---------------------------- and to bind the Corporation thereby as fully and to the same extent as if such bonds were signed by the President. sealed with the corporate seal of the Corporation and duly attested b) its Secretary,hereby ratifying and confirming all that the said Attorney(s)-in-Fact ma% do in the premises. This porter of attorney is granted pursuant to Article VIll.Section 30 and 31 of B)-laws of THE AMERICAN INSURANCE COMPANY now in full force and effect. "Article VIII,Appointment and Authority Assistant secretaries,and A ttorn*--in-Fact and Agents to accept legal iProcesj and Afale Appearances. Section 30, Appointment. The Chairman of the Board of Directors, the President, any Vice-President or any other person authorized by the Board of Directors, the Chairman of the Board of Directors, the President or anyVice-President, may, from time to time, appoint Resident Assistant Secretaries and Attorneys-in-Fact to represent and act for and on behalf of the Corporation and Agents to accept legal process and make appearances for and on behalf of the Corporation. Section 31, Authority. The Authority of such Resident Assistant Secretaries, Attorneys-in-Fact, and Agents shall be as prescribed in the instrument evidencing their appointment• and any such appointment and all authority granted thereby may be revoked at any time by the Board of Directors or by any person etr.powered to make such appointment." This porter of attorney is signed and sealed under and by the authorit% of the following Resolution adopted b� the Bozrd of Directors of THE AMERICAN INSURANCE COMPANY at a meeting duly called and held on the 28th day of September. 1965. and said Resolution has not been amended or repealed: "RESOLVED.tha!the signature of any Vice-President.Assistant Secretary.and Resident Assistant Secretary of this Corporation. and the sea!of thi, Corpo-ation may be affixed or printed or.any power of attorney. on any revocation, of an\ power of attorney.. or on a- certi`,ca:c relating thereto, h\ fa:simile.and an% power of attorney.any revocation of any power of anorney. or certificate tearing such facsimile signature or facsimile seal shall b� \<d and binding upon. the Corporation.— IN WITNESS WHEREOF.THE .AMERICAN INSURANCE COMPANY has caused these presents to he signed by its Vice-President. and its corporate seal to be hereunto affixed this 16th day of October 19 P= THE .AMERICAN INSURA\CE COMPA\l '+n cc + By STATE OF CALIFORNIA. ss. CITY AND COUNT&*OF SAN FRANCISCO Or.this 18th day of October 19 82 before me personally came Pi chard y.i I I i arts u me knOwr., who. being by me dui} swore., did depose and say: that he is V'i:e-President of THE AMERICAN 1\SLRA\CE COMPA\1, the Co•- pora:ion described in and Ahich, exc:uted the above instrument: that he knows the seal of said COrporanor.: tha: the sea' a". :\e' :e the 55id irrarumer.: is such corporate seal:that i;was so affixed by order of the Board of Directors of said Corporatioc and that he signe�hi:name thereto by like order IN WITNESS WHEREOF.I have hereunto set my hand and affixed my offi:ia!seal.the day and year herein first abo\e written. =lq/hin llIlib/ urcll1611"ll11911nlnln/nl/lnOn/= OFFICIAL SEAL _ SUSIE K. GILBERT -'---�'�'- 1,� NOTARY PU6UC - ChLIFORNIA Pub- Cjn i Cougly Of SAX RANCISCO My Commissior Exp'res Nov 17, 1984 CERTIFICATE leftists 11/11/1//IIIIq/M►{iMfMM/fiMMiOta//MY11 STATE OF CALIFORNIA, as. CITY AND COU%TY OF SAN FRANCISCO 1. the undersigned, Resident Assistant Secretary of THE AMERICAN INSURANCE COMPANY, a NE%\ JERSEY Corporatioc, DO HERERI CER- TIFY tha! the foregoing and aua:hed POWER OF ATTORNEI' remains to full force and has not been re\eked; and furthermore that Arii:lc \Ill. Se:- tions 30and 31 of the By-laws of the Corporation,and the Resolution of the Board of Directors,set forth in the Power of Aiiorne%.arc no\, in force. Signed and sealed at the City and County of San Francisco.Dated the 22nd day of October 19 8ti . : , Re\rdem A\,t,tam Se:retar! .-yn CC, 360711-TA-"l FIREMA1 S FUND INSURANCE COMPANIES 777 San Marin Drive P.O. Box 777 Novato, California 94998 Telephone (415)899-2000 THE AMERICAN INSURANCE COMPANY SUMMARY FINANCIAL STATEMENT - DECEMBER 31 , 1984 (As Filed with Insurance Department of the State of California) ASSETS: *Government Bonds $ 357,958,173.54 *State and Municipal Bonds 343,154,551 .24 *Miscellaneous Bonds 62 ,894,623.25 +Stocks 155,940,840.95 Cash in Banks and Company' s Office 5,794.72 Accrued Interest 24,557,528.07 Premiums in Course of Collection and Other Assets 208,723,634.27 Total Assets $1 ,153.235. 146.04 LIABILITIES, SURPLUS AND OTHER FUNDS: Loss and Loss Expense Reserve $ 718,078, 143.22 Unearned Premium Reserve 220,482,976.48 All Other Claims , Demands and Reserves 19,936,337.76 Total Liabilities 958,497 ,457.46 Capital Paid-up $ 10,501 ,770.00 Net Surplus 184,235,918.58 Policyholder' s Surplus 194,737,688.58 Total Capital , Surplus and Reserves $1 ,153.235.146.04 *Bonds are stated at Amortized Values +Stocks are stated at Market Values State of California ) ss County of Marin ) I, Richard Williams, Vice President of The American Insurance Company, do hereby certify that the above is a true statement of the assets and liabilities of said Corporation as of December 31, 1984, taken from the books and records of said Corporation. N Richard Wi iams, i e -President State of California ) G,p9'CE County of Marin ) ss Subscribed and sworn before me, a Notary Public of the State of California, in the County of Marin, this 25th day of February, 1985. nuunuunuuuunonunnuuuntttouunw OFFICIAL SEAL SUSIE K. GItBERT ,y NOTARY PUBLIC. CALIFORNIA Otar Principal (Office in Marin County y Public of California My Commission Expires Nov.17.1988 ;IIIt11111111tt tl tlttltNlUtll tltOtnunUtttltCntm• Suosb.ues M NNER(AN 360351•TA•3.85 owRE55 t 1 . o��FFo�co oma, Ln '�*� Town Hall, 53095 Main Road O P.O. Box 1179 Southold, New York 11971 JUDITH T.TERRY TELEPHONE ToWN CLRRK (516)765-1801 REGISTRAR OF VITAL STATISTICS OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD November 10, 1986 Joan: Please draw checks in the amount of $150. 00 to return to bidders who returned their plans and specifications with respect to the 3rd bid' for the Dog Pound - Kennel area only: Glenn Bradley & Son, Inc. J. R. Home Improvements Independent Service of Holbrook, Inc. Atlantic Marine Contractors Thank you, � FOR DISCUSSION 11 /6/86 "Town Hall, 53095 Main Road P.O. Box 728 Southold, New York 11971 Ill)ITII T.TERRY TELEPHONE I uWN(II Rh (5 16)765-1801 REGISTRAR of VITAL STATISTICS OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD BID OPENING: KENNEL AREA ONLY - Dog Pound - 11 :00 A.M. , October 23, 1986. Glenn Bradley & Son (electrical only - does not qualify) - $4,500. 00. Richard Saetta, General Contractor, Inc. - $51,657. 00 (no bid bond or bid check - no non-collusive certificate or affirm. action certif.) Independent Service of Holbrook, Inc. - $155, 120. 00 bid bond, non-collus. Alternate #1 - Administration + 176,640. 00 certif, affirm. ac. certif. $331,760. 00 included- J. Petrocelli Construction, Inc. - - $139,025. 00 bid bond, non-collus. Alternate #1 - Administration + 235, 433. 00 certif, affirm. act. certif. $374,458- 00 included-- FOR DISCUSSION ��C F% L, d 11 /6/86 Town Hall, 53095 Main Road P.O. Box 728 Southold, New York 11971 JUDITH T.TERRY TELEPHONE To%vT CI. RK (516)765-1801 REGISTRAR OF VITAL STATISTICS OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD BID OPENING: KENNEL AREA ONLY - Dog Pound - 11 :00 A.M. , October 23, 1986. Glenn Bradley S Son (electrical only - does not qualify) - $4,500. 00. Richard Saetta, General Contractor, Inc. - $51,657. 00 (no bid bond, or bid check - no Hon-collusive certificate or affirm. action certif. ) Independent Service of Holbrook, Inc. - $155, 120. 00 bid bond, non-collus. Alternate #1 - Administration + 176,640. 00 certif, affirm. ac. certif. $331,760. 00 included-- J. Petrocelli Construction, Inc. - $139,025. 00 bid bond, non-collus. Alternate #1 - Administration + 235, 433. 00 certif, affirm. act. certif. $374,458. 00 included-- BID SPECIFICATIONS - KENNEL AREA of Dog Pound Oc�roBER �3 Bid Opening: 11 :00 A.M. , Thursday, @ctober-�(r, 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 one set of Drawings (non-refundable). No partial sets to be issued. 1. Town Clerk's Copy 2. Dodge Reports (no charge) 00 0 d7 e'1k "'?d ��R 4. zt //3 2•R, A-0 6. 7. 1 . Petrocelli Construction, Inc . , 1695 Roosevelt Ave . , Bohemia , 11716 516-589-1900 8. '. 9. 10. r # 2 BID ON DOG POUND - ALL REJECTED BID 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) . No 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 &fon , Inc . , P .O . Box 382 ,Laurel 11948 - 298-4079 9 5• Island Pride Construction, 909 Middle Country Rd . , Selden 11784 - N/C 736-2020 6. 77_13.3 7. The Eased Co%pa��ga Lee) Cedar Beach Rd. ,Southold, N.Y. 11971 765-5307 8. 9. 10. � 1 Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 JUDITH T.TERRY TELEPHONE; TOWN CLI RI: (516)765-1801 REGISTRAR OF VITAL STATISTICS OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD November 10, 1986 Richard Saetta, General Contractor, Inc. 4 Bootleg Alley Greenport, New York 11944 Dear Mr. Saetta: The Southold Town Board, at their regular meeting held on November 6, 1986, adopted a resolution accepting your bid in the amount of $51,657. 00 for the construction of the Kennel Area only of the Southold Town Dog Pound. The Board waived the bid bond, non-collusive bid certificate, affirmative ation certificate, performance bond and labor and material bond, and authorized Supervisor Murphy to execute a contract to accomplish the aforesaid project, all in accordance with the approval of the contract by Town Attorney Tasker. It is the Board's understanding you will be preparing the contract and contacting Town Attorney Tasker (477-1400) , 425 Main'' Street, Greenport, to review the contract before presenting it to the Town Board at their next meeting on November 18th. Very truly yours, Judith T. Terry Southold Town Clerk cc: G. Strang, Architect 00310 BID FORM TO: TOWN ROARD TOWN OF SOUTHOLD ereina ter called Owner 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 Dpcuments , for the stipulated sum of Fifty One Thousand Six Hundred Fifty Seven Dollars DOLLARS ($51,657.00 ) 2 . The undersigned understands and agrees to comply with and be bound by instructions to bidders issued far 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: ( ) Richard Saetta, General Contractor, Inc. ( by Richard Saetta ( ) ( `O;RPORATE SEAL ) Address 4 Bootleg Alley ( ) Greenport, New York 11944 ( ) ( ) License number 576 _ • License type H.I.C. Bid dated this Twenty-Third day of October 1986 END OF BID FORM BID FORM 86 : 07 00310-1 AFFo�cOG z u' Town Hall, 53095 Main Road 0 A P.O. Box 1179 Southold, New York 11971 JLlUITII T.TE•:RRY TELEPHONE. TOWN CLLRK (516)765-1801 REGISTRAR OF VITAL STATISTICS OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD November 12, 1986 Atlantic Marine Contractors P. O. Box 755 Sayville, New York 11782 Gentlemen: Enclosed herewith is your $150. 00 deposit for the plans and specifications for the Kennel Area only construction at the Southold Town Dog Pound. The Town Board, at their meeting held on Nov- ember 6, 1986, accepted the bid of Richard Saetta, General Contractor, Inc. in the amount of $51,567. 00 to accomplish the aforesaid contstruction. Very truly yours, Judith T. Terry Southold Town Clerk Enclosure ti cFO(k��li Ln Town Hall, 53095 Main Road 0 ® � `r P.O. Box 1 179 Southold, New York 11971 JUDITH T.TERRY TELEPHONE TOWN CLI RI: (516)765-1801 REGISTRAR OF VITAL STATISTICS OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD November 12, 1986 Glenn Bradley E Son, Inc. P. O. Box 382 Laurel, New York 11948 Dear Glenn: The Southold Town Board, at their regular meeting held on November 6, 1986, accepted the bid'of Richard Saetta, General Contractor, Inc. , Greenport, for the construction of the Kennel Area only of the Southold Town Dog Pound at a bid price of $51, 657. 00. Returned herewith is your bid deposit check in the amount of $450. 00, and your deposit for the project manual and drawings in the amount of $150. 00. Very truly yours, Judith" Terry Southold Town Clerk Enclosure (2) M GLENN BRADLEY & SON Licensed Electrician P.O. BOX 382 LAUREL, NEW YORK 11948 (516) 298-4079 PROPOSAL Oct . 22, 1986 TO: Southold Town Clerk FROM: Glenn Bradley, Sr . SUBJECT: Electrical proposal for addition to Kennel area at Southold Town Animal Shelter. Garrett'A. Strang , Architect Job #86:07 Alternate #2 - For the sum of $4, 500.00 Notes: Bid assumes. . . 1 ) Feed 60 Amp from panel in existing administration building to a panel in new addition. 2) All circuits in new addition to terminate in this panel . 3) Work to conform to prints . GB: kef Y UWF�i'�`oG C= Ln Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 JLIDITII T.TERRY TELEPHONE: TowN CLERK (516) 765-1801 REGISTRAR OF VITAL STATISTICS OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD November 12, 1986 J. R. Home Improvements 36 South Street Greenport; New York 11944 Gentlemen: Enclosed herewith is your $150.00 deposit for the plans and specifications for the Kennel Area only construction at the Southold Town Dog Pound. The Town Board, at their regular meeting held on November 6, 1986, accepted the bid of Richard Saetta, General Contractor, Inc. in the amount of $51, 657- 00 to accomplish the afore- said construction. Very truly yours, Judith. T. Terry (/ Southold Town Clerk Enclosure t o ERB Town Hall, 53095 Main Road `Y ® P.O. Box 1179 Southold, New York 11971 TELEPHONE. JUDITH T.TERRY (516)765-1801 TOWN CLF RK REGISTRAR OF VITAL STATISTICS OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD November 12, 1956 Independent Service of Holbrook Inc. 75 Sycamore Street Patchogue, New York 11772 Gentlemen: The Southold Town Board, at their regular meeting held on November 6, 1986, accepted the bid of Richard Saetta, General Contractor, Inc. , Greenport, for the construction of the Kennel Area only of the Southold Town Dog Pound at the bid price of $51,657. 00. Returned herewith is your 10% bid bond, and your deposit for the project manual and drawings in the amount of $150. 00. Very truly yours, Judith T. Terry v Southold Town Clerk Enclosures (2) iy 00310 BID FORM TO: TnWN BOARD TQWN OF SOUTHOLD hereinafter called Owner 1. The undersigned, having examined the proposed Contract Doc- uments titled: ADDITION TO KENNEL AREA AT THE SOUTHOLD TOWN ANIMAL SHELTER 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 Dpcuments , for the stipulated sum of lie, C�'Ohy77ZfFCT �i QI�IE�{c.e�l�t2� mit-fr/ �U2T-t-�ousa�d on�hu�d�T�` �5;5,I2D lyLe(2-NGe�e # ) orae P ,d ned�tven {�iXTfbugu„d s,z hcvtdDOL.2. lRS (S l-7�,��� kV _ ) 4 - 4 ?6!A I (or)Tlti4C T Do Ila 2. The undersigned understands and agrees to omply and '7raO be bound by instructions to bidders issued for this Work. 3. The undersigned acknowledges receipt of Addenda. numbers : -eddendi,m No r 0c+obkn 3, PX? 4. Enclosed with this bid is bid security in the amount of not less than 10% of the bidder' s proposed Contract Sum. BIDDER: ( ) ✓I Cr-_ ©-T Ible,00 k ( ) by ( CORPORATE SEAL ) Address IS �34c-ci Qaee S- ( 11-7-7 e- ( ) Fede eO 1 S D I I - Z_`7 3 97,5 l ) License number !/Lz gg- -4X License type i-104f I NPRDW &X,1)7" L� nse Bid dated this 23`-d day of 19 o END OF BID FORM BID FORM 86 : 07 00310-1 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, 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. 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 mpner 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 �t RESOLUTION Resolved that -TnCJd-e/7T Sallice 6F be (Name of Corporation) authorized to sign and submit the bid or roposal of this corporation for the following project SIG b o n M1Zde 7h Ionnel a rc& GT THE So uT/h o/d InWAZ (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 Znde corporationt a meeting of the Board of Directors held on the 23'r day of 198tr, _. :A74-- -' (SEAL OF THE CORPORATION) Secretary Laws of New York , 1965 Ch . 751 , Sec . 103-d , as amended effective September 1 , 1965 . 00320-2 " r 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 Sh lJE FE N �Ry t c C oiz +4o 1 b 2_rxo K 1-NC._ (Bidder ) certified that : 1 . it intends to use the following listed construction trades i the work under the contract o-4% cttT1t� S K 5 V_ a S. ` I41+v�+• 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 CoveraQe of that Plan , those trades being : �LI"J`14..GL \ IUKt7(N'1 Anl� �`rJI� .Jei . 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 Cwork (both state and non-state ) in the afore-mentioned area subject to these Bid Conditions , those trades being : UM�a�i WV, AL 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 Authorize Representative of Bidder ) 00330-1 i :.G}tI LMENT O}' t11'1:1'Y i In the event tha'. the •ibo vc proposal i5 .tC'C�'l tC 1 <lilcl 1:11;' tt:. :• 1 I 1:; i awarded the cot tr,ict for ;ill. or oll !t�'jll:i, tt;i' : I '1':it ;l, •'.: I :U.'•'l\' 3 for full and Lllt''flll materialmen, 111 : fol]•��:'in:l surer/: t _ t INTERNATIONAL FIDELITY INSURANCE• - (,13tu,�ty C:��n �� 11y) .-:1-111,1{ I,y .. Patricia Healy,, Attorney-in-fact 1 CERTIFICATE OF SURI:rY to he side-d 5y .t (1111•. .111tll, -r.i:.,'d 11th i, l is l,:jtt or attorney of tha Surety Colu1 ,any . ' In the event that the above proposal is acceptt-d �tI d tho cofit1',.11:t ?O1' the is awarded to said: � t . INDEPENDENT SERVICE.O,FHO R�nK C'nRR_ (Name of Lift{ ior) INTERNATIONAL FIDELITY INSURANCE COMPANY (Surely Crut111"tily) a 1 will execute the-p:�€a�n:ance bond asYlc:rct lta:-' fare. 1'�r�)vlcl :�. . Sic nee by: � Patricia He-Zy --- - -'------•-- - - - _. .._. _ _..-__ ..._ ' (11uALIillll( i • i Dated: 10/17/86 a • . J NOTE: This is a ::ample form, see page 2 INFORMATION BTI)C1:;t:�, Article 4 . 13. of !aid !,•: :L:nj(:tzt of ;;;trstr "=15 International Fidelity Insurance Company Ct 24 COMMERCE STREET NEWARK, N. J. 07102 • � � s KNOW ALL HEN BY THESE PRESENTS: That we, the undersigned, INDEPENDENT SERVICE OF HOLBROOK CORP. 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 SOUTHOLD - TOWN CLERK in the penal sum of 10% 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 17tYday of October 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 one story addition to Kennel Area - Animal Shelter NOW, THEREFORE, (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 o NDE SER IC K CORP. ATTEST: t Pr inc i 1 A ZEST: �_ -� _1 �1 INTERNATIONAL FIDELITY INS CE CO. By: Bid Bond Patricia Healy, Attorney-in t State of_� 1 ss. « County of J c z CR d On this day of 19 before me personally came c c° Y to me known, Q 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 _ 1 ss. County of J c m On this da of E� y 19 ,before me personally came E ii c to me known and known to me C to be a member of the firm of Q 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 ———————— Notar Public --—————————————————————————————————————— — -------------------- State of _4__Zd 1< County of ('S()F-F01 K ss. } On this_ day of L'b3` Z 19FL before me personally came c c Eg/ ,to me known, u U Y who being by me duly sworn, did depose and say that he is thet` S t 14J a of�N\� 1Jt�\i SSI CSC 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 se w%A affixed by order of the Board of Directors of said corporation,and that he signed his name thereto by like oder. ilfotary Public,State of He— y�rk No.5154583 - My commission expires Qualified in Suffolk fT — _—_Tommission Expires June 30, i9 Notary Public ------------------------ State of NEW�K County of ss. On this 17th day of Oztcbet: 86 E 19 , before me personally came PA`IRICIA HEAL Y 4' d to me known, who, being by me duly sworn, did depose and say that rn he is an attorney-in-fact of FFffFT'M IN3R*1:E OWANY the corporation described in and which executed the within instrument;that he knows the corporate seal of said corporation at the seal Q affixed to the within instrument is such corporate seal,and that he signed the saidinstrument andaffixed the s id sea as A orney-in-Fact, by authority of the Boa ' of Directors of said corporation and by aut 11.94 UtIhis office under the Standing esolu ions ereof. DIANE HOWARD \ NOTARY PUBUC, State of New Y Jl My commission expires' QualNo.4735382 FORM # 13 �5M Commission Expires March 30, 19 . ' Nfied in Suff ffdwftumy- otary Public ;1 INTERNATIONAL FIDELITY INSURANCE COMPANY 24 COMMERCE ST., NEWARK, NEW JERSEY 07102 STATEMENT OF ASSETS,LIABILITIES, SURPLUS AND OTHER FUNDS AT JUNE 30,. 1986 ASSETS Bonds(Amortized value) . . . . . . . . . . . . . . . . . . . . . . . . . . $17,363,055 Common Stocks (Market value) . . . . . . . . . . . . . . . . . . . . . . 916,268 Mortgage Loans on Real Estate . . . . . . . . . . . . . . . . . . . . . . 149,960 Real Estate . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 73,340 Cash&Bank Deposits . . . . . . . . . . . . . . . . . . . . . . . . . . . . 964,203 Short Term Investments . . . . . . . . . . . . . . . . . . . . . . . . . . . 1,604,790 Unpaid Premiums&Assumed Balances . . . . . . . . . . . . . . . . . 1,546,484 Reinsurance Recoverable on Loss Payments. . . . . . . . . . . . . . 584,786 Federal Income Tax Recoverable . . . . . . . . . . . . . . . . . . . . . 52,000 Electronic Data Processing Equipment . . . . . . . . . . . . . . . . . 212,951 Interest&Dividends Due and Accrued . . . . . . . . . . . . . . . . . 443,613 Funds Held in Escrow Accounts . . . . . . . . . . . . . . . . . . . . . 3,181,422 Collateral Funds Held Under Contract . . . . . . . . . . . . . . . . . (3,181,422) Contract Balances Due and Unpaid . . . . . . . . . . . . . . . . . . . 207,059 Equity in Pools and Associations . . . . . . . . . . . . .. . . . ... . . 372 TOTAL ASSETS . . . . . . . . . . . . . . . . . . . . . . . . . $24,118,881 LIABILITIES,SURPLUS&OTHER FUNDS Losses(Reported losses net as to reinsurance ceded and incurred but not reported losses) . . . . . . . . . . . . . . . . . . . . $ 7,885,323 Loss Adjustments Expenses . . . . . . . . . . . . . . . . . . . . . . . . 1,971,824 Contingent Commissions&Other Similar Charges . . . . . . . . . . 33,102 Other Expenses(Excluding taxes,licenses and fees) . . . . . . . . 152,710 Taxes,Licenses&Fees(Excluding Federal Income Tax) . . . . . 258,627 Unearned Premiums . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8,874,477 Funds Held by Company Under Reinsurance Treaties . . . . . . . 50,000 Accounts Withheld by Company for Account of Others . . . . . . 61,891 Liability for Unauthorized Reinsurance . . . . . . . . . . . . . . . . 8,737 TOTAL LIABILITIES . . . . . . . . . . . . . . . . . . . . . . $19,296,691 Capital Paid-Up . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1,330,000 Gross Paid-in&Contributed Surplus . . . . . . . . . . . . . . . . . . 544,600 Unassigned Funds(Surplus) . . . . . . . . . . . . . . . . . . . . . . . . 2,947,590 Surplus as Regards Policyholders . . . . . . . . . . . . . 4,822,190 TOTAL L.IABILITIES,SURPLUS&OTHER FUNDS $24,118,881 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,June 30, 1986 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 August 9, 1986 � uTyG INTERNATIONAL FIDELITY INSURANCE COMPANY SEAL 1904 1y� �� President t TEL 006 624-7200 POWER OF ATTORNEY tr, International Fidelity Insurance Company HOME OFFICE:24 COMMERCE STREET t` BOND NO. NEWARK,NEW JERSEY 07102 '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 Agnes Mulhall, Patricia Healy, Diane Howard a q Plainview N.Y. Il, , 1 4 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, cc tractsof indemnity and other writings obligatory in the nature hereof, which are or may these presents,sbe allowed, required or permitted by law,statute,rule,regulati,- ion of such instrument(s)in pursuance of ra, contract or otherwise, and the executhall 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 egularly elected officers at its principal office., , This Power of Attorney is executed,and imay be certified to and may be revoked pursuant to and by authonty 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 heldon the23rdday of Decembe. 1968 rpt„a�:t, �I�ti9, �4iw - `5 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 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,Sfi (2) To remove,at any time,�any such Attorney-in-fact and revoke the authority given Xk 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 Company may he affixed to any such power of aiiorney 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. ;z ' ,�� IN TESTIMONY WHEREOF, International Fidelity Insurance Company has caused this instrument to be signed and its corporate seal to be affixed by its authorized ofticer,this Ist. 1 11TY /HSG tip y, O '�l day of May �r + { ,'' A.D. 1982 SEA i o r^ ►_ 1904C1 p,' -STATE OF NEW JERSEY,. Executive Vice President ° County of Essex On this 1st. day of May 1982 before me came the individual who executed the preceding instrument,to me personal?y known, and, being by me duly sworn,said that he is the therein described and authorized officer of the International Fidelity Insurance Compact' 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 ,y order of the Board of Directors of said Company. H'9q IN TESTIMONY WHFRFOF I have hereunto set my hand and affixed my Official Seal, 19”, at the City of Newark, New Jersey the day and year first above written. 100 pU S 1.�G .:' •, ,Notary Public � My Commission Expires April 14, 198$ CERTIFICATION I, 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-I aws of said 4:ompany as set forth in said Power of Attorney, with rhe ORIGINALS ON FILE IN THE HOME OFFICE C F SAID COMPANY, and that the same are correct transcripts thereof, and of the whole of :he said originals,and that the said Power of Attorney has not been revoked//and is now in full,force and effect. /74 nday of 19 O ,6 IN TESTIMONY WHEREOF,I have hereunto set my hand this Assistant Secretary '' 75 U.S.POSiA6F � OCT 20*88 2 .0 1 x r< Claim Check L. No. El Hold C)TT IQ E C� ��}�" ��� C L Date e T r�1 d �U� ` . .. asr once 2ND Notice WWWA Re® Detached from PS Form 3849—A, •• - - Oct.1985 a P 326 056 920 f a D�oc,UFFOC,��oG 23 t Town Hall, 53095 Main Road l � P.O. Box 1179 Southold, New York 11971 JUDITH T.TERRY TELEPHONE, TowN CLFRK (516)765-1801 REGISTRAR OF VITAL STATISTICS OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD November 12, 1986 J. Petrocelli Construction, Inc. 1695 Roosevelt Avenue Bohemia, New York 11716 Gentlemen . The Southold Town Board, at their regular meeting held on November 6, -1986, accepted the bid of Richard Saetta, General Contractor, Inc. , Greenport, for the construction of the Kennel Area only of the Southold Town Dog Pound at the bid price of $51, 657. 00. Returned herewith is your 10% bid bond which was received with your bid. - Very truly yours, Judith T. Terry Southold Town Clerk Enclosure k 'S 00310 - -- BID FORM TO: Tnwm BOARD TOWN OF SOUTHOLD ereina ter called Owner 1. The undersigned, having examined the uments titled: proposed Contract Doc- ADDITION TO KENNEL AREA AT THE SOUTHOLD TOWN ANIMAL SHELTER and having visited the site and examined the conditions af- fecting the Work, hereby proposes and agrees to furnish for all trades , all labor , materials , equipment, and appliances and to perform operations necessary to complete the Work as re- quired by said proposed Contract Documents , for the stipulated sum of One Hunched Tno Thousand Twettity Ptive ----------- ""----"-DOLLARS ($ 139,025.00 ) PLUS RN Tt: ff 1 - SF-E NIT-PTO--E 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 : Na Addenda neeeived. 4 . Enclosed with this bid is bid security in the amount of not less than 10% of the bidder' s proposed Contract Sum. BIDDER: ( ) J. P e.?ti Caws an, In . ( ) by ( ) J n Pethaee , St. - P�caident ( CORPORATE SEAL ) Addre 169 .P.P�. 5 Roasevett Avenue ( ) Bohemia New Yo&k 11716 ( ) ( ) License number Not App-P,%c Re • License type Nat A pp.P,t,cab.2e Bid dated this 23&d day of OctabeA 19 86 END OF BID FORM 86 : 07 BID FORM 00310-1 Y, 00310 BID FORM - ALTERNATE #1 AMAINISTRATION AREA TO: TnWN ROARD TOWN OF SOUTHOLD erei.na ter ca le Owner 1. The undersigned, having examined the proposed Contract Doc- uments titled: ADDITION TO KENNEL AREA AT THE SOUTHOLD TOWN ANIMAL SHELTER 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 Dpcuments , for the stipulated sum of Two HunctLed Mi -Five Thousand FouA Hundred ThiAty-Three----- --------------------------DOLLARS ($ 235,433.00 ) 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 : No Addenda neceiv ed. 4 . Enclosed with this bid is bid security in the amount of not less than 10% of the bidder's proposed Contract Sum. BIDDER: 11�( ) J. P C ws cti on Inc. ( ) by C--74 ( ) Jon . Peticoc Sn. - Pnes.i ewt ( CORPORATE SEAL ) Address 1695 RooseveP,t Avenue ( ) Bohemia New Yotk 11716 ( ) License number Not Arrti.cabte License type Not Appticabte Bid dated this 23rd day of October 19 86 END OF BID FORM BID FORM 86 : 07 00310-1 l 00320 . STATEMENT OF NON-COLLUSION (To be Completed by Each Bidder) In accordance with Section 103-4 General Municipal Low, 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. a. By submission 'of this bid, each bidder and each person siping 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 mpner 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 Resolved that J. Pe Aoutti Constt ucti,on, Inc. be (Name of Corporation) authorized to sign and submit the bid or proposal of this corporation for the following project Addition to Kenne.2 Ahea at the Southotd Town Andmae Shef-teh, Southotd, New Yotk (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 pd co re t copy of the resolution adopted by J. Pettoeet. c: Cows rue on, Inc. corporationtit a meeting of the Po rd of Directors he 6 on the day of 19 C (SEAL OF THE CORPORATION) Secretary Laws of New York , 1965 Ch . 751 , Sec. 103-d , as amended effective September 1 , 1965 . 00320-2 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 J. PetAocP?.0 CoatAuc ti.an, Inc. (Bidder ) certified that : 1 . it intends to use the following listed construction trades in the work under the contract Etectuc, Ptwbin9, HVAC, Concrete, Mazonty, Mizc. Metab. 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 : Etec tAic Ptumbigg, HVAC 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 : ConcAete Mize MetxV--6. 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 BJ d onditions . (Signature A horized Representative of Bidder ) 00330-1 t 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 : The Amexican Insu&a.nce Company - Bid Band SURETY COMPANY Signed (Bidder ) CERTIFICATE- OF SURETY to be signed1by 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 PAGE MUST BE FILLED OUT WHEN CERTIFIED CHECK IS SUBMITTED IN LIEU OF BID BOND , OR BID MAY BE REJECTED. 00340-1 00440 SUBSTITUTION LISTING TO: TOWN BOARD TOWN OF SOUTHOLD hei.uinafter called "Owner" 1, Pursuant to bidding requirements for the Work titled: ADDITION TO SOUTHOLD TOWN ANIMAL SHELTER They 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 DoCLiments. However, the undersigned proposes the following substitutions for the Owner' s consideration. Should the Owji.!r accept any or all of the proposed substitutions , the bidder' s proposed Contract Sum will be reduced by the amount shown. Proposed2. Specified Drawing reduction product number in Contract or or Spec Proposed Sum: material : Section: substitution: n/a n/a n/a n/a n/a n/a n/a n/a _n/a n/a n/a n/a n/a n/a. n/a n/a n/a n/a n/a —n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a w/a n/a — PROVIDE SIGNATURE BID j P ac co" uctian, Inc. IDENTICAL TO THAT SHOWN ON THE BID - FORM by n M. Pe tAo ee,P�.% Ste• - Pne�sidewt END OF SUBSTITUTION LISTING SUBSTITUTION LISTING 86 : 07 00440-1 A.I.A. Document No..A-310 (February 1970 Ed.) FIREMAN'S FUND INSURANCE COMPANY THE AMERICAN INSURANCE COMPANY NATIONAL SURETY CORPORATION P1JZfJUMf= ASSOCIATED INDEMNITY CORPORATION AMERICAN AUTOMOBILE INSURANCE COMPANY BID BOND KNOW ALL MEN BY THESE PRESENTS, that we, J. Petrocelli Construction, Inc. 1695 Roosevelt Avenue, Bohemia, N. Y_ 11716 as Principal, hereinafter called the Principal, and The American Insurance Company 420 Crossways Park Drive, Woodbury, N.Y. 11797 a corporation duly organized under the laws of the State of New Jersey as Surety, hereinafter called the Surety, are held and firmly bound unto Town of Southold, Town Hall, Main Road, Southold, New York 11971 as Obligee, hereinafter called the Obligee, in the sum of 10% of the amount bid. 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 fcr Addition to Kennell Area at the Southold Town Animal Shelter 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 22nd day of October A.D. 19 86 J . Petrocelli nstruction , Inc . (a- al) (Seal) (Witness) 1 ' r\ ;�—A (Title) THE AMERICAN INSURANCE COMPANY ` (Surety) (Seal) (Witness) Jl � Florence Smith, Attorney in fact State of New York ss: County of Nassau On /,(� —,p.2 before me, a Notary Public in and for said County and State, residing therein, duly commissioned and sworn, personally appeared Florence Smith, residing in Glendale, N.Y. known to me to be Attorney-in-Fact of The American Insurance Company the corporation described in and that executed the within and foregoing instrument, and known to me to be the person who executed the said instrument in behalf of the said corporation, and he duly acknowledged to me that such corporation executed the same. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal, the day and year stated in this certificate above. ��161�1t7irL!t.e+ L. �}•F�lvYork My Commission Expires State of New No. 3(j.47blJ414 Notary Public OuaN�`edExp tessau'L22ountyGd 360212-6-66 STATE OF ss. COUNTY OF On this clay of in the year 19 before me personally came— , a member of the copartnership of to me known and known to me to be the person described in and who executed the foregoing instrument,_and acknowledged to me that he executed the same as and for the act and deed of the said copartnership. CORPORATE VERIFICATION STATE OF New York SS.. COUNTY OF Suffol k On this 23rd day of October in the year 19 86, before me personally came John M. Petrocelli, Sr. to me known, who, being by me duly sworn, did depose and say that he resides in Huntington, New York ; that he is the_ President of the J. Petrocelli Construction, Inc. the corporation described in and which executed the foregoing instrument; that he knows the cor- porate seal of the said corporation; that the seal affixed to the said instrument is such corporate seal; and that it was so affixed by order of the Board of Directors of the said corporation, and that he signed his name thereto by like order. cl CAR YOUNG / NOTARY PUBLIC,State of New York No.01 YO.9820964 Qualified in Suffolk County Term Exp- (For es r 1988 convenience of Principal in connection with attae a �� 360085-7-65 GE%IRAL : ASR EY THE AMERICA'S INSURANCE COMPANY KNOW ALL MEN BY THESE PRESENTS:That THE AMERICAN INSURANCE COMPANY.a Corporation duly organized and existing under the bus of the State of Neu Jersey, and having its principal office in the City and County of San Francisco. Cabiornia. has made. constituted and appointed,and does b) these presents make.constitute and appoint GEOR3E H. FAHA, FLORENCE SMITH, ARTHUR H. MU-N,KENS ECK I JR. , HOWARD F. TREIBER, MELISSA STEPINOWSKI and EVANGELINA L. D014INICK MINEOLA NY jointly or severeIly its true and'lawiul Attorneys}in-Fact,with full power a authority hereby conferred in Its name,place and stead,to execute,seal,acknowledge and deliver any and all bonds,undertakings,recognizance:or other written obligations in the nature thereof and to bind the Corporation thereby as fully and to the same extent as if such bonds were signed by the President,sealed with the corporate seal of the Corporation and duly attested by its Secretary,hereby ratifying and confirming all that the said Attorneyts)-in-Fact may do in the premises. This power of attorney is granted pursuant to Article 4'111.Section 30 and 31 of B)-laws of THE AMERICAN INSURANCE C0MPA%N*now in full force and effect. _ "Article V111,Appointment and Authoriq•Assistant secretaries,and Anorne3•-ih-Fact and Agents to accept leaf Process and%fele Appearances. Section 30, Appointment. The Chairman of the Board of Directors, the President, any Vice-President or any other person authorized b) the Board of Directors, the Chairman of the Board of Directors, the President or any Vice-President, may, from time to time, appoint Resident Assistant Secretaries and Attorneys-in-Fact to represent and act for and on behalf of the Corporation and Agents to accept legal process and make appearances for and on behalf of the Corporation. Section 31, Authorit►. The Authority of such Resident Assistant Secretaries, Attorneys-in-fact, and Agents shall be as prescribed in the instrument evidencing their appointment, and any such appointment and all authority granted thereby may be revoked at any time b) the Board of Directors or by any person empowered to make such appointment." This power of attorney is signed and sealed under and by the authority of the following Resolution adopted by the Board of Directors of THE AMERICAN INSURANCE COMPANY at a meeting duly called and held on the 28th day of September. 1966. and said Resolution has not been amended or repealed: "RESOLVED.that the signature of am Vice-President.Assistant Secretan.and Resident Assistant Secretary of this Corporation.and the sea! of thi% Corporation may be affixed o.printed on any power of attorney. on any revocation of am power of attorrey. or on am certitwa:e relating thereto. M m power of attorney.any revocation of am power of attorney. facsimile.and aor certificate bearing such facsimile signature or facsimile seal shall be sand and binding upor. the Corporation. ' IN FITNESS WHEREOF.THE AMERICAN' INSURANCE COMPANY has caused these presents to be signed by its Vice-Presidew. and its corporate seal to be hereunto affixed this i 8th day of October 19 L, - THE .44fERIC.41 INSURANCE COMPANY STATE OF CALIFORNIA. CITY AND COUNTY OF SAN FRANCISCO Or.this 1 Eth dax of October 19 82 before me personally came P t chard k i I I i ants tc me knowr., who, beim by me duly sworn, did depose and say: iha; he is Fite-President of THE AMERICAN INSL RA ,CE COMPANlthe Col: pora:.or. described in and which exe:ute- the above instrument; that he knows the seal of said Corporancr.; that the sea' aff:xe: tc the said ir.arumer.: is such corporate seal:that it was so affixed by order of the Board of Directors of said Corporation ar._+that he signet hi,nzme thereto M like order. IN WITNESS WHEREOF.I have hereunto set my hand and affixed my officia!seal.the day and)ear herein first ahoxe w ritten. $111 64 I19M 111121//1 I Ill 1Ills/91112111I n - OFFICIAL SEAL = 7j SUSIE K. GILBERT NOTARY MUC- CALIFORNIA CITY a Cou+nr OF sin RANasco My Commission Exp4es Nov 17,198A CERTIFICATE 11 n 19 n u u 1 n 9 u n 9 wan 12iaa9al M9 n9ut aasaaa199ar1 STATE OF CALIFORNIA, 1 as. CITY AND COl'tiTl'OF SAN FRANCISCO JJJ 1, the undersigned, Resident Assistant Secretan of THE AMERICA~ INSURANCE COMPANY. a NE%\ JERSEY Corporation, DO HEREBI CER- TIFY that the foregoinE and at:a:hed POWER OF ATTORNEY remains to full force and has not been resoked; and furthermore that Ariicic 4 111. Sec- tions 30 and 11 of the By-Iaws of the Corporation,and the Resolution,of the Board of Directors,set forth in the Power of Atiorne%.are now ir.force. Signed and sealed at the Cit)and County of San Francisco.Dated the 22nd day of OCLOle-r 19 86 `•~ •� Jam/ � c7ze 3 i 'ten cc. Resident Assistant Secretan 360711-TA-541 �a FIREMANE FUND INSURANCE COMPANIES 777 San Marin Drive P.O. Box 777 Novato, California 94998 Telephone(415)899-2000 THE AMERICAN INSURANCE COMPANY — SUMMARY FINANCIAL STATEMENT - DECEMBER 31 , 1984 (As Filed with Insurance Department of the State of California) ASSETS: *Government Bonds $ 357,958,173.54 *State and Municipal Bonds 343,154,551 .24 *Miscellaneous Bonds 62,894,623.25 +Stocks 155,940,840.95 Cash in Banks and Company' s Office 5,794.72 Accrued Interest 24,557,528.07 Premiums in Course of Collection and Other Assets 208,723,634.27 Total Assets $1 . 153.235. 146.04 LIABILITIES, SURPLUS AND OTHER FUNDS: Loss and Loss Expense Reserve $ 718,078, 143.22 Unearned Premium Reserve 220,482 ,976.48 All Other Claims, Demands and Reserves 19,936,337.76 Total Liabilities 958,497,457.46 Capital Paid-up $ 10,501 ,770.00 Net Surplus 184,235,918.58 Policyholder' s Surplus 194,737,688.58 Total Capital , Surplus and Reserves 1 .153.235. 146.04 *Bonds are stated at Amortized Values +Stocks are stated at Market Values State of California ) ss County of Marin ) I, Richard Williams, Vice President of The American Insurance Company, do hereby certify that the above is a true statement of the assets and liabilities of said Corporation as of December 31, 1984, taken from the books and records of said Corporation. AME#Z tk 6es Ric and Wi iams, i e rt ent State of California ) G�gh'CE oo�Q County of Marin ) ss Subscribed and sworn before me, a Notary Public of the State of California, in the County of Marin, this 25th day of February, 1985. ntnmunnuuuuntttuuuouuuuoouuout OFFICIAL SEAL SUSIE K. GILBERT NOTARY PUBLIC CAIIfORNIA Principal Office in Merin County otary Public of California S " My Commission Expires Nov,17.1988 It[t10O1Oi1101[[IttfltO1tO111111t[t11111tli[[[IIt1 s�amksa 380351•TA•3.85 SEA mss: INVITATION TO BID COUNTY OF SUFFOLK NOTICE IS HEREBY,GISss: STATE OF NEW YORK EN that the Town Board of the Town of Southold will accept bids for the construction of Ad dition to Kennel Area at the Patricia Wood, being duly sworn, says that she is the Southold Town Animal Shelter, according to ,Drawings and Editor, of THE LONG ISLAND TRAVELER-WATCHMAN, Specifications prepared by Gar- a public newspaper printed at Southold, in Suffolk County; rest A. Strang, Architect and and that the notice of which the annexed is a printed described in general as:J p copy, One story addition, slab on has been published in said Long Island Traveler-Watchman grade, of approximately four once each week for . . . . . . . . . . . . . . . . . . . . . . hundred twenty(420)square feet weeks floor area with masonry bearing exterior walls; frame roof with successively, commencing on the . . . . . . . . ./. . . . . . . . . . . . . Fiberglass shingles;oil fired hot air heating system; electrical , lighting and power;and required ay �. ! . . . , . 19 site work. Sealed bids will be received at - the Office of the Town Clerk, • • • • • • • . • . . . . . . . . . .---�_.._. J�: . . . . . Town Hall, Main Road, Southold,New York,until: 11:00 A.M., Thursday, October 23, 1986. Bids will be opened and v read aloud at that time and that Sworn to before me this . . . . . . . . . . . . . . . . . . . . . day of place. Bids received after that time will not eIn- terested arrtiesare invited attend. Proposed Contract Docu- ments may be examined at:Of- fice of the Towil '01erk, Southold Town Hall, Mitin e Rpadr„Southold, New -York. ?L"" �- . . . . . . . . . . . . . . . . . . . . Bona fide and licensed bidders Notary Public may secure copies bf the propos- ed Contract Documents from BARBARA FORBES the Office of the Town Clerk on Notary Pub!ie, State of New York the following basis: No. 4306376 1. One copy of the project Qual:ficd in Suffolk County manual, including Speeifica- Con mission Expires G� 3/'19 tions,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, 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$75.00 per set, non-refundable. 3. No ,partial sets will be. issued. Bid Security in the amount of ten percent x(10 percent) of the base bid will be required to ac- company bids. The Town of Southold reserves the right to reject any or all bids and to waive irregulari- ty in bids and in the bidding. DATED: September 23, 1986, JUDITH T. TERT SOUT14OLD TOWN CLV 1T-10/9/t;_ / i INVITATION TO BID COUNTY OF SUFFOLK NOTICE kS HERE$Y GIV. STATE OF NEW YORK ss. EN that the Town Board of the Town of Southold will accept bids for the construction of Ad dition to Kennel Area'at the Patricia Wood, being duly sworn, says that she is the .Southold Town Animal Shelter, according to Drawings anti Editor, of THE LONG ISLAND TRAVELER-WATCHMAN Specifications prepared by Gar a public newspaper printed at Southold, in Suffolk County; rett A. Strang, Architect and .described in general as: . and that the notice of which the annexed is a printed copy, One story addition, slab on has been published in said Long Island Traveler-Watchman grade, of approximately four / hundred twenty(420)square feet once each week for . . . . . . . . . . . . . . . . . /. . . . . . . . . weeks floor area with masonry bearing , exterior walls; frame roof with successively, commencing on the fiberglass shingles;oil fired hot air heating system; electrical lighting and power;and required d of . . .4!C�!?`.`�" • , , , ., 19 . 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, October 23, 1986. Bids will be opened and read aloud at that time and that place. Bids received after that Sworn to before me this . . . . . . . . . . . . . . . . . . . . . day of time will not be' accepted. In- terested parties are invited to attend. . . . . . . . . . . . . , 19 . . . . Proposed Contract Docu- ments may be examined at: Of- fice- of the Town, C4erk, Scwthold Town Hall, Main Rosa rSouthold New ,York. Bona fide and licensed bidders Notary Public may secure copies of the propos- ed Contract Documents from BARBARA FORBES the Office of the Town Clerk on Notary Public, State of New York the following basis: No 4806846 1. One copy of the project (dual;fied in Suffolk County manual, including Specifica- Commission Expires .3 f lg tions,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, 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,percent) of the base bid will be required to ac- company bids. ` The Town of Southold reserves the right to reject any or all bids and to waive irregulari- ty in bids and in the bidding. DATED: September 23, 1986. JUDITH T. TERRY SOUTHOLD TOWN CLERK 1T-10/9/86(33) . Ac;GC� II 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 REQUIREMENTS: 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 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 DIVISION 9 - FINISHES:: 09260 Gypsum Wallboard System_ 09900 Painting DIVISION 10 - SPECIALTIES: 10521 Portable Fire Ext.inquishe -s DIVISION 15 - MECHANICAL: 15400 Plumbing 15600 Air Conditioning, Heating & Ventilation DIVISION 16 - ELECTRIC'AL: 16400 Electrical END OF SECTION 86 . 07 TABLE 00() OC_� TENTS 00020 INVITATION TO BID Notice is hereby given that THE TOWN BOARD OF SOUTHOLD TOWN will accept bids for construction of ADDITION TO KENNEL AREA AT THE SOUTHOLD TOWN ANIMAL SHELTER 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 four hundred twenty (420) square feet floor area with masonry bearing exterior walls ; frame roof with fiberglass shingles ; oil fired hot air heating system; electrical lighting and power ; 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, October 16 , 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 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 following basis : 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. INVITATION TO BID 86 : 07 00020-1 r 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 the 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 00100 INSTRUCTIONS TO BIDDERS 1 . THE WORK ADDITION TO KENNEL AREA AT THE SOUTHOLD TOWN ANIMAL SHELTER 2 . SECURING DOCUMENTS Copies of the proposed, Contrac-Lpoguments_ mom_ be obtained from: TOWN CLERK OF SOUTHOLD TOWN Main Road Southold, New York 11971 upon the conditions set forth in the .invitation 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 biJ or te;::graphic modification of a bid will be considered. 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 each 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 r 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 DOCUMEN�9 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 evidence 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 C A. A bidder may withdraw his bid, either personally or by written request,, at any time prior to the scheduled time for opening bids. INSTRUCTI')WS TO BIDDERS 86 : 07 00100-2 B. No bidder may withdraw his bid for a pe=riod of Hiirty calendar days after the date set for opening thereof , and bids shall be subject to acceptance by the Owner during this period. g. AWARD OR REJECTION OF BIDS 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 Man- 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 Contract 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. INSTRUCTIONS TO BIDDERS R6:07 00100-3 B. Interpretation or correction of pruposed 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 runpunsible for any other expla- nations or interpretatiuns of thu proposed Contvact Documents. 11 . CONSTRUCTION TIME AND LIQUIDATED DAMAGES l.. The Agreement will include a stipulation that the Work be completed in a period of SIXTY _ (60) CALENDAR DAYS following receipt of the Owner ' s Notice to Proceed . END OF INSTRUCTIONS TO BIDDERS INSTRUCTIONS TO BIDDERS 8607 00100-4 INVITATION TO BID NOTICE IS HEREBY GIVEN that the Town Board of the Town of Southold will accept bids for construction of Addition to Ken- nel Area at the Southold,Town STATE OF NEW YORK ) Animal Shelter, according to Drawings and Specifications ) SS; prepared by Garrett A. Strang, COUNTY OF SUFFOLK ) Architect and described in gen- eral as: One story addition, slab on Carol Sqa r 1 a to grade, of approximately four of Greenport, in hundred twenty (420) square said County, being duly sworn, says that he/she is feet floor area with masonry bearing exterior walls; frame Principal Clerk of THE SUFFOLK TIMES,a Weekly roof with fiberglass shingles;oil Newspaper, published at Greenport, in the Town fired hot air heating system; electrical lighting and power; of Southold, County of Suffolk and State of New and required site work. Sealed bids will be received at York, and that the Notice of which the annexed is the office of the Town Clerk, a printed copy, has been regularly published in Town Hall, Main Road, South- old. New York, until: 11:00 said Newspaper once each week for one A.M., Thursday, October 23, weeks successively, commencing on the - 9 1986. Bids will be opened and — read aloud at that time and that day of—Oe tc)be- — 19-8-6- place. 19-86-place. Bids received after that time will not be accepted. In- terested parties are invited to at- tend. Proposed Contract]Qocuments may be examined at: Office of Pri�ictpal Clerk the Town Clerk,Southold Town Hall,Main Road,Southold,New York. Bona fide and licensed Sworn to befor�ne t Is bidders may secure copies of the proposed Contract Documents day of �'_/ 19 from the Office of the Town MARY K.DEGNAN Clerk on the following basis: 3 > '/ NOTARY PUBLIC,State of New Y, 1.One copy of the project man- �C� / fj�� %Iffnik Sou my No.4849860 ual, including Specifications, 44�S c 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, postpaid, in satis- factory condition,within five(5) calendar days after bid opening. 2.Additional copies of the Pro- ject Manual, including Specifi- cations, 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(109)of the base bid will be required to accompany the bids. The Town of Southold reserves the right to reject any or all bids and to waive irregularity in bids and in the bidding. DATED:September 23,1986. JUDITH T.TERRY SOUTHOLD TOWN CLERK 1T09-5377 it INVITATION TO BID NOTICE IS HEREBY GIVEN that the Town Board of the Town of Southold will accept bids for construction of Addition to Ken- nel STATE Area at the Southold Town Animal Shelter, according to ) �; Drawings and Specifications COUNTY OF SUFFOLK ) prepared by Garrett A. Strang, Architect and described in gen- eral as: Carol Sgarlata One story addition, slab on of Greenport, in grade, of approximately four said County, being duly sworn,says that he/she is hundred twenty (420) square feet floor area with masonry Principal Clerk of THE SUFFOLK TIMES,a Weekly bearing exterior walls; frame roof with fiberglass shingles;oil Newspaper, published at Greenport, in the Town fired hot air heating system; Of Southold, County Of Suffolk and State of New electrical lighting and power; and required site work. York, and that the Notice of which the annexed is Sealed bids will be received at a printed copy, has been regularly published in the Office of the Town Clerk, Town Hall, Main Road, South- said Newspaper once each week for n—zc old. New York, until: 1130, weeks successively, commencing on the_9 A.M., Thursday, October 23, 'I 1986. Bids will be opened and day of October19 $( read aloud at that time and that place. Bids received after that time will not be accepted. In- terested parties are invited to at- t tend. Proposed Contract Documents Princi�a Clerk may be examined at: Office of the Town Clerk,Southold Town Hall,Main Road,Southold,New Sworn to beforo"- e t 's York. Bona fide and licensed o bidders may secure copies of the day Of 19 proposed Contract Documents �/ �: MARY K.DEGNAN from the Office of the Town // NOTARY PUBLIC,State of New Yore Clerk on the following basis: L / >` �� '' Suffolk County No.4 98 0 1.One copy of the project man- j r"'m Fxnires February- 9 J - ual, including Specifications, 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, postpaid, in satis- factory condition,within five(5) calendar days after bid opening. 2.Additional copies of the Pro- ject Manual, including Specifi- cations, 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(1070)of the base bid will be required to accompany the bids. The Town of Southold reserves a the right to reject any or all bids and to waive irregularity in bids and in the bidding. DATED:September 23,1986. JUDITH T.TERRY SOUTHOLD TOWN CLERK 1T09-5377 STATE OF NEW YORK COUNTY OF SUFFOLK ELIZABETH A. NEVILLE, Deputy 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 6th day of October , 19 86, she affixed a notice of which the annexed printed notice is a true copy, in a proper and substant- ial manner, in a most public place in the Town of Southold, Suffolk County, New York, to wit: Town Clerk Bulletin Board, Southold Town Hall, Main Road, Southold, New York 11971 . "Legal Notice to Bidders for construction of Addition to Kennel Area at Southold Town Animal Shelter", bid opening at 11 :00 A.M. ,Thursday, October .23, 1986 of the Southold Town "Hall, Main Road, Southold, New York. ' Elizabeth A. Ne Ile Deputy Southold To n Clerk Sworn to before me this 6th day of October 19 86• Notary Public II=% t0F INVITATION TO BID NOTICE IS HEREBY GIVEN that the Town Board of the Town of Southold will accept bids for construction of addition to Kennel Area at the Southold Town Animal Shelter, according to Drawings and Specifications prepared by Garrett A. Strang, Architect and described in general as: One story addition, slab on grade, of approximately four hundred twenty (420) square feet floor area with masonry bearing exterior walls; frame roof with fiberglass shingles; oil fired hot air heating system; electrical lighting and power; 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, October 23, 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: 1 . One copy of the project manual, including Specifiations, 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, 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 the bids. i Page 2 - Bid Notice - Kennel Area of Dog Pound The Town of Southold reserves the right to reject any or all bids and to waive irregularity in bids and in the bidding. DATED: September 23, 1986 JUDITH T. TERRY SOUTHOLD TOWN CLERK PLEASE PUBLISH ONCE, OCTOBER 9, 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. Strand, Architect The North Fork Animal Welfare League, Inc. Dodge Reports Town Clerk's Bulletin Board , INVITATION TO BID NOTICE IS HEREBY GIVEN that the Town Board of the Town of Southold will accept bids for construction of addition to Kennel Area at the Southold Town Animal Shelter, according to Drawings and Specifications prepared by Garrett A. Strang, Architect and described in general as: One story addition, slab on grade, of approximately four hundred twenty (420) square feet floor area with masonry bearing exterior walls; frame roof with fiberglass shingles; oil fired hot air heating system; electrical lighting and power; and required site work. Sealed bids will be received at the Office of the Town Cleric, Town Hall, Main Road, Southold, New York, until: 11 :00 A.M., Thursday, October 23, 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: 1 . One copy of the project manual, including Specifiations, plus two sets of prints of the Drawings, upon payment of $150.00 deposit, to Southold I Town Clerk, completely refundable if 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 (100) of the base bid will be required to accompany the bids. Page 2 - Bid Notice - Kennel Area of Dog Pound The Town of Southold reserves the right to reject any or all bids and to waive irregularity in bids and in the bidding. DATED: September 23, 1986 JUDITH T. TERRY SOUTHOLD TOWN CLERK PLEASE PUBLISH ONCE, OCTOBER 9, 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. Strand, Architect The North Fork Animal Welfare League, Inc. Dodge Reports Town Clerk's Bulletin Board ' C INVITATION TO BID NOTICE IS HEREBY GIVEN that the Town Board of the Town of Southold will accept bids for construction of addition to Kennel Area at the Southold Town Animal Shelter, according to Drawings and Specifications prepared by Garrett A. Strang, Architect and described in general as: One story addition, slab on grade, of approximately four hundred twenty (420) square feet floor area with masonry bearing exterior walls; frame roof with fiberglass shingles; oil fired hot air heating system; electrical lighting and power; 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, October 23, 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: 1 . One copy of the project manual, including Specifiations, 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, 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 twm percent (10%) of the base bid will be required to accompany the bids. Page 2 - Bid Notice - Kennel Area of Dog Pound The Town of Southold reserves the right to reject any or all bids and to waive irregularity in bids and in the bidding. DATED: September 23, 1986 JUDITH T. TERRY SOUTHOLD TOWN CLERK PLEASE PUBLISH ONCE, OCTOBER 9, 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. Strand, Architect The North Fork Animal Welfare League, Inc. Dodge Reports Town Clerk's Bulletin Board o��5�FF0C��o z Ln Town Hall, 53095 Main Road O P.O. Box 1179 Southold, New York 11971 JUDITH T.TERRY TELEPHONE: TOWN CLARK (516) 765-1801 REGISTRAR OF VITAL STATISTICS OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD October 3, 1986 Southold Town Board Southold Town Hall Main Road Southold, New York 11971 Gentlemen: Due to an error in the printing set-up by the Suffolk Times, the legal notice for the bid advertisement for the contruction of Addition to Kennel Area at the Southold Town Animal Shelter was not printed in the October 2, 1986 edition of the Suffolk Times. Therefore, it has become necessary to change the date of bid opening from October 16, 1986 to October 23, 1986. A legal notice reflecting the October 23, 1986 bid opening date will appear in the October 9, 1986 edition of both the Suffolk Times and the Long Island Traveler Watchman. r, Eliz2eth A. Nevill9( Deputy Town Clerk Q�o��FFo��o s • Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 1 1971 JUDITH T.TERRY TELEPHONE TOWN CLERK (516) 765-1801 REGISTRAR OF VITAL STATISTICS OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD October 3, 1986 Due to an error in the printing set-up by the Suffolk Times, the legal notice for the bid advertisement for the contruction of Addition to Kennel Area at the Southold Town Animal Shelter was not printed in the October 2, 1986 edition of the Suffolk Times. Therefore, it has become necessary to change the date of bid opening from October 16, 1986 to October 23, 1986. A legal notice reflecting the October 23, 1986 bid opening date will appear in the October 9, 1986 edition of both the Suffolk Times and the Long Island Traveler Watchman. Elizabeth A. Neville Deputy Town Clerk �e INVITATION TO BID NOTICE IS HEREBY GIVEN that the Town Board of the Town of Southold will accept bids for construction of addition to Kennel Area at the Southold Town Animal Shelter, according to Drawings and Specifications prepared by Garrett A. Strang, Architect and described in general as: One story addition, slab on grade, of approximately four hundred twenty (420) square feet floor area with masonry bearing exterior walls; frame roof with fiberglass shingles; oil fired hot air heating system; electrical lighting and power; 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, October 23, 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: 1 . One copy of the project manual, including Specifiations, 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, 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 the bids. Page 2 - Bid Notice - Kennel Area of Dog Pound The Town of Southold reserves the right to reject any or all bids and to waive irregularity in bids and in the bidding. DATED: September 23, 1986 JUDITH T. TERRY SOUTHOLD TOWN CLERK PLEASE PUBLISH ONCE, OCTOBER 9, 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. Strand, Architect The North Fork Animal Welfare League, Inc. Dodge Reports Town Clerk's Bulletin Board INVITATION•TO'B1D 1• COUNTY OF SUFFOLK NOTICE IS HEREBY GIV STATE OF NEW YORK ss. EN that the'town Board of the Town of Southold will accept bids for the construction of Ad- dition to Kennel Area at the Patricia Wood, being duly sworn, says that she is the Southold Town Animal Shelter, Editor, of THE LONG ISLAND TRAVELER-WATCHMAN, according to Drawings and Specifications prepared by Gar- a public newspaper printed at Southold, in Suffolk County; rett A. Strang, Architect and and that the notice of which the annexed is a printed copy, described in general has been published in said Lon Island Traveler-Watchman One story addition, slab on g grade, of approximately four once each week for . . . . . . . . . . . . . . . . . . . . ./. . . . , weeks hundred twenty(420)square feet floor area with masonry bearing exterior walls; frame roof with successively, commencing on the . . . . . . . . . . . . . . . . . . . . . . fiberglas shingles; oil fired hot air heating system; electrical ~ , lighting and power;and required d of . . . . L.. . . . . . . . . . . . 19 . . . 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.-, Ttfur-da[y, October 16, 1986. Bids will be opened and read aloud at that time and that Sworn to before me this . . . . . . . . . . . . . . . . . . . . . clay of place. Bids received after that time will not be accepted. In- ter6sted parties are invited to • . . • • • • • • •6. . • • • • • . . . . . . attend. Proposed Contract Docu- ments may be examined at:Of- fice of the Town Clerk, �. Southold ;Town Hall, Main- Road, . Southold, New York. . . . . . . . . . . . . . .: . . . . . . . . . Bona fide and licensed bidders Notary Public may secure copies of the propos- ed Contract Documents from BARBARA FORBL:; j Notary the Office of the Town Clerk on y Public, State of New York the following basis: No. 4806846 1. One copy of the project. (qualified in Suffolk County manual, including Specifica- Commission Expires > 3i 19 Ff tions,plus two sets of prints of the Drawings,upon payment of $150.00 deposit, to Southold Tbwn Clerk, completely refun- dable if 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 ofprigts of the Drawings, upon aAnent of$75 00.per,set non-mft hdi*e. 3. No paftial sets will be issued. Bid Security 0 the amount of ten percent (10'percent).of the base bid will be required to ae- company bids. The Town of Soutd reserves the right to reject kW or all bids and to waive irrelAlari- ty in bids and in the bidding. DATED: SeQQtember 23, 1986. Se T. TERRY SOUTHOLD TOWN CLERK 1T10/2/86(4) 7NVITAti6 rb41D COUNTY OF SUFFOLK ss: NOTICE IS HEREBY GIV STATE OF NEW YORK EN that the Town Board of the Town of Southold will accept bids for the construction of Ad- dition to Kennel Area at the Patricia Wood, being duly sworn, says that she is the Southold to Drawingsal Band Editor, of THE LONG ISLAND TRAVELER-WATCHMAN, according to Drawings and Specifications prepared by Gar- a public newspaper printed at Southold, in Suffolk County; rett A. Strang, Architect and and that the notice of which the annexed is a printed copy, described in general as: One storyaddition, slab on has been published in said Long Island Traveler-Watchman grade, of approximately four once each week for . . . . . . . . . . . . . . . . . . . . . . ./ . . . weeks hundred twenty(420)square feet floor area with masonry bearing ' exterior walls; frame roof with successively, commencing on the fiberglas shingles; oil fired hot air heating system; electrical - lighting and power;and required d a Y 19 . 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; October 16, 1986. Bids will be opened and read aloud at that time and that Sworn to before me this . . . . . . . . . . . . . . . . . . . . . day of place. Bids received after that time will not be accepted. in- (� terested parties'are invited to 19 a . attend. Proposed Contract Docu- ments may be examined at:Of- fice of the Town Clerk, Southold Tower Hati, .Main Road, Southold, New York. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Bona fide and licensed bidders Notary Public may secure copies of the propos- I3 P�g F O R lj t:S ed Contract Documents from the Office of the Town Clerk on 1,,Iotary -uf lic, State of New York the following basis: No. 4306846 I. One copy of the project Quaiified in Suffolk County manual, including Specifica- Commission Expires e<'J 31 19 tions,plus two sets of prints of the Drawings,upon payment of $150.00 deposit, -to Southold Tbwn Clerk, completely refun- dable if Project :Manual and Drawings are. returned-to the Town Clerk,: postpaid, .in satisfactory condition, within five(5) calendar days after bid �icuitgig.. �' 2.1Additronaf 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 �wwN be issued. Bid Security in the amount of ten percent (W p6cent)of the base bid will be required to ac- company bids. The Town of Sout ►ld reserves the right to reject Ott or all bids and to waive irregulari- ty in bids and in,the bidding. DATED: September 23, 1986. 7DITH�T. TERRI SOUTHOLD,T6*N CLERK IT-10/2/86(4) r ' 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 26th day of September 19 86 she affixed a notice of which the annexed printed notice is a true copy, in a proper t and substantial manner, in a most public place in the Town of Southold, Suffolk County, New York, -to wit: Town Clerk Bulletin Board, Southold Town Hall, Main Road, Southold, New York 11971. Invitiation to Bid : Addition to Kennel Area at Dog Pound. Bid opening : 11 :00 A.M. , Thursday, October 16, 1986, Southold Town Hall. i i i Judith T. Terry Southold Town Clerk Sworn to before me this 26th day of September 19 86 Notary Public PubliR.01ft ef New York Twm 0PW'b r a1.1CM INVITATION TO BID NOTICE IS HEREBY GIVEN that the Town Board of the Town of Southold will accept bids for construction of Addition to Kennel Area at the Southold Town Animal Shelter, according to Drawings and Specifications prepared by Garrett A. Strang, Architect and described in general as: One story addition, slab on grade, of approximately four hundred twenty (420) square feet floor area with masonry bearing exterior walls; frame roof with fiberglass shingles; oil fired hot air heating system; electrical lighting and power; 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, October 16, 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 i 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: 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, 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 proints 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 the bids. Page 2 - Bid Notice - Kennel Area of Dog Pound The Town of Southold reserves the right to reject any or all bids and to waive irregularity in bids and in the bidding. DATED : September 23, 1986. JUDITH T . TERRY SOUTHOLD TOWN CLERK PLEASE PUBLISH ONCE, OCTOBER 2, 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 Town Clerk's Bulletin Board �I 1 00020 INVITATION TO BID Notice is hereby given that THE TOWN BOARD OF SOUTHOLD TOWN will accept bids for construction of ADDI._..TION TO KENNEL AREA AT THE air——_ . _ SOUTHOLD TOWN ANIMAL SHELTER 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 four hundred twenty (420) square feet floor area with masonry bearing exterior walls ; frame roof with fiberglass shingles; oil fired hot air heating system; electrical lighting and power; 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, October 16 , 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 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 following basis : 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. INVITATION TO BID 86 : 07 00020-1 1 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 the bids . The Owner reserves the right to reject any or all bias and to waive irregularity in the bads and in the bidding. END OF INVITATION TO BID INVITATION TO BID 86 : 07 00020-2 INVITATION TO BID NOTICE IS HEREBY GIVEN that the Town Board of the Town of Southold will accept bids for construction of Addition to Kennel Area at the Southold Town Animal Shelter, according to Drawings and Specifications prepared by Garrett A. Strang, Architect and described in general as: One story addition, slab on grade, of approximately four hundred twenty (420) square feet floor area with masonry bearing exterior walls; frame roof with fiberglass shingles; oil fired hot air heating system; electrical lighting and power; 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, October 16, 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: 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, 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 proints 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 the bids. Page 2 - Bid Notice - Kennel Area of Dog Pound The Town of Southold reserves the right to reject any or all bids and to waive irregularity in bids and in the bidding. DATED : September 23, 1986. JUDITH T. TERRY SOUTHOLD TOWN CLERK PLEASE PUBLISH ONCE, OCTOBER 2, 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 Town Clerk's Bulletin Board INVITATION TO BID NOTICE IS HEREBY GIVEN that the Town Board of the Town of Southold will accept bids for construction of Addition to Kennel Area at the Southold Town Animal Shelter, according to Drawings and Specifications prepared by Garrett A. Strang, Architect and described in general as: One story addition, slab on grade, of approximately four hundred twenty (420) square feet floor area with masonry bearing exterior walls; frame roof with fiberglass shingles; oil fired hot air heating system; electrical lighting and power; 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, October 16, 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: I. 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, 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 proints 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 the bids. , r a Page 2 - Bid Notice - Kennel Area of Dog Pound The Town of Southold reserves the right to reject any or all bids and to waive irregularity in bids and in the bidding. DATED: September 23, 1986. JUDITH T. TERRY SOUTHOLD TOWN CLERK PLEASE PUBLISH ONCE, OCTOBER 2, 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 Town Clerk's Bulletin Board Ne&l Sh e --�r i 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 REQUIREMENTS: 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, Bad-filling 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 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 071600 Flashing and Sheet Metal 07811 Plastic Skylights 07920 Sealants and Calking DIVISION 8 - DOORS AND WINDOWS: 08100 Metal Doors and Frames 08,540 Vinyl Clad Wood Windows DIVISION 9 - FINISHES: , 09260 Gypsum Wallboard System_ 09900 Painting DIVISION 10 - SPECIALTIES: 10521 Portable Fire EXtncvui hers DIVISION 15 - MECHANICAL: 15400 Plumbing 15600 Air Conditioning, Heating & Ventilation DIVISION 16 - ELECTRICAL: 16400 Electrical END OF SECTION 86 : 07 TABLE 0000�2� ENTS 00020 INVITATION TO BID Notice is hereby given that THE TOWN BOARD OF SOUTHOLD TOWN will accept bids for construction of ADDITION TO KENNEL AREA AT THE SOUTHOLD TOWN ANIMAL SHELTER 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 four hundred twenty (420) square feet floor area with masonry bearing exterior walls ; frame roof with fiberglass shingles; oil fired hot air heating system; electrical lighting and power ; 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, October 16 , 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 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 following basis : 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. INVITATION TO BID 86 : 07 00020-1 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 the 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 00100 INSTRUCTIONS TO BIDDERS 1 . THE WORK ADDITION TO KENNEL AREA AT THE SOUTHOLD TOWN ANIMAL SHELTER 2 . SECURING DOCUMENTS Copies of the proposed ContraQ_t- -DQg_uments may be obtained f rom: -- TOWN CLERK OF SOUTHOLD TOWN Main Road Southold, New York 11971 upon the conditions set forth in the .invitation 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 biO or tele.graphic modification of a bid will be considered 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 each 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 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 DOCUMEN�A 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 evidence 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 request, at any time prior to the scheduled time for opening bids. ` INSTRUCTT".)IJS TO BIDDERS 86:07 00100-2 1 B. No bidder may withdraw his bid for a period of thirty calendar days after the date set for opening thereof, and bids shall be subject to acceptance by the Owner during this period. S. AWARD OR REJECTION OF BIDS 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 Man- 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 Contract 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. INSTRUCTIONS TO BIDDERS 86%07 00100-3 B. Interpretation or correction of pruposed Contract Doc- uments will be made oTjy by Addendum and will be mailed or delivered to each general contract bidder of record. The Owner will not be runpunsible for any other expla- nations or interpretations of thu proposed Contract Documents. 11 . CONSTRUCTION TIME AND LIQUIDATED DAMAGES f.. The Agreement will include a stipulation that the Work be completed in a period of SIXTY _(60) C:ALENDAR DAYS following receipt of the Owner ' s Notice to Proceed. END OF INSTRUCTIONS TO BIDDERS INSTRUCTIONS TO BIDDERS 8607 00100-4 00310 BID FORM TO: TOWN ROARD TOWN OF SOUTHOLD ereina ter ca le Owner 1. The undersigned, having examined the proposed Contract Doc- uments titled: ADDITION TO KENNEL AREA AT THE SOUTHOLD TOWN ANIMAL SHELTER and having visited the site and examined the conditions af- fecting the Work, hereby p:'oposes 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 Dpcuments , for the stipulated sum of DOLLARS ($ 8/ 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: q. 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 BID FORM 86:07 00310-1 Bid hese sheep were-, -e�rvv1a.c ed wA new sheet- S -fir 4r�,34i I i i • 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 REQUIREMENTS : 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 021 1 0 Clearing 02220 Excavating, Badsfilling and Compacting 02221 02722 Trenching, Backfilling and Compacting 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 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: 1.6400 :Electrical • END OF SECTION 86 : 07 TABLE000020 TENTS 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 of; for construction Addition to Southold Town Animal Shelter Administration Area onl -shown as Alternate #1 3_ Total Contract bid$ for the construction of; Addition to Southold Town Animal Shelter Kennel. Area only shown as Alternate #2 according to the Drawings and Specifications prepared 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. Thur.sdav, 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 part are invited to attend. INVITATION TO BID 86 : 07 00020-1 r 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 • 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 the invitation 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 biJ or te::.graphic modification of a bid will be considered. 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 each 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 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 evr?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 req:.lest., at any time prior to the scheduled gime for opening bids. INSTRUCTI'?NS TO BIDDERS 86 : 07 00100-2 B. No bidder may withdraw his bid for a fc_iiod off thirty calendar days after the date set for opening Lhcreof , and bids shall be subject to acceptance by the Owner during this period. 8. AWARD OR REJECTION OF BIDS 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 t4an- 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 Cdntract 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. INSTRUCTIONS TO BIDDERS 86%0; 00100-3 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 respunsible Ior any oilier expla- nations or interpretations of the proposed Contract Documents. 11 . CONSTRUCTION TIME AND LIQUIDATED DAMAGES F.. The Agreement will include a stipulation that the Work be completed in a period of One Hundred Eighty ( ! 80) Calendar Days following receipt of the Owner ' s Notice to proceed . END OF INSTRUCTIONS TO BIDDERS INSTRUCTIONS TO BIDDERS 86107 00100-4 t ' • 00310 BID FORM TO: TOWN BOARD TOWN OF SOUTHOLD hc.reina ter —cal led "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 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. 1 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 END OF BID FORM BID FORM 86 : 07 00310-1 • 00310 BID FORM TO: TOWN BOARD TOWN OF SOUTHOLD hc::rei.na 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 plumbing contract portion of the Work, hereby proposes and agrees to furnish all labor, materials ,' 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. 1 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 END OF BID FORM BID FORM 86 : 07 00310-1 • 00310 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 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 ,' equi went, ana 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 END OF BID FORM - BID FORM 86 : 07 00310-1 • 00310 BID FORM TO: TOWN BOARD TOWN OF SOUTHOLD hc.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 aii labor , materials ,` equi ment, 'cind 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 END OF BID FORM BID FORM 86 : 07 00310-1 1 • 0031.0 BID FORM i TO: TOWN BOARD TOWN OF SOUTHOLD hereinafter 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 ,` 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 comp;_y with and be bound by instructions to bidders issued for this Work. 3. The undersigned acknowledges receipt of Addenda numbers : d 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 BID FORM RA , 07 00310-1 • 00310 BID FORM TO: TOWN BOARD TOWN OF SOUTHOLD hc:ieina ter called-71-owner-- The alled 'Owner"The undersigned, having examined the proposed Contract Doc- uments titled: ADDITION TO SOUTHOLD TOWN ANIMAL SHELTER Admnzstration Area only-shown as Alternate #1 and having visited the site and examined the conditions af- fecting the Plumbing contract portion of the Work, hereby proposes and agrees to furnish all labor , materials ,' egi iuent, ana appliances and to perform operations necessary to cor 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 END OF BID FORM BID FORM -- �� 00310-1 • 00310 BID FORM TO: TOWN BOARD TOWN OF SOUTHOLD F-(,!rei.na 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 =ernate 41 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, 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 ($ 2, The undersigned understands and agrees to comply ,pith 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 END OF BID FORM BID FORM 00310 BID FORM TO: TOWN BOARD TOWN OF SOUTHOLD Eiireina ter called "Owner" 1. The undersigned, having examined the proposed Contact 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 electrical contract portion of the Work, hereby proposes and agrees to furnish aii tabor , materials ,` equ uient, and appliances and to perform operations necessary to con 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 : q . 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 _ BID FORM nnI10-1 • 00310 BID FORM TO: TOWN ROARD TOWN OF SOUTHOLD hereinafter called "Owner _ 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 fcjr 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 END OF BID FORM BID FORM 86 : 07 00310-1 PROJECT MANUAL ' including Specifications c for construction of r I t 1 F TOWN OF SOUTHOLD ANIMAL SHELTER i � ,. Prepared by GARRETT A. STRANG Architect 54655 . Main Road, PO Box 1412 Southold, New York 11971 (516) 765-5455 :I Architect' s Job Number 86 : 07 Date of Issue July 7 , 1986 COVER PAGE 00001 -1 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 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 REQUIREMENTS: 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, Bad�filling 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 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 DIVISION 9 - FINISHES : , 09260 Gypsum Wallboard System_ 09900 Painting DIVISION 10 - SPECIALTIES: 10521 _ Portable Fire Extin.q-ui.shers DIVISION 15 - MECHANICAL: 15400 Plumbing 15600 Air Conditioning, Heating & Ventilation DIVISION 16 - ELECTRICAL: 16400 Electrical END OF SECTION TABLE OF cO 'TENTS 86 : 07 00005 a 00020 INVITATION TO BID Notice is hereby given that THE TOWN BOARD OF SOUTHOLD TOWN will accept bids for construction of ADDITION TO KENNEL AREA AT THE SOUTHOLD TOWN ANIMAL SHELTER 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 four hundred twenty (420) square feet floor area with masonry bearing exterior walls ; frame roof with fiberglass shingles ; oil fired hot air heating system; electrical lighting and power ; and required site work. Sealed bids will be received at the office of the Town Clerk of Southold Town until: 11 : 00 A.M. Thursda , October 16 , 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 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 following basis : 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. INVITATION TO BID 86 : 07 00020-1 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 laid will be required to accompany the 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 00100 INSTRUCTIONS TO BIDDERS 1 . THE WORK ADDITION TO KENNEL AREA AT THE SOUTHOLD TOWN ANIMAL SHELTER 2 . SECURING DOCUMENTS Copies of the proposed Contras po�uments. may be obtained from: _-- TOWN CLERK OF SOUTHOLD TOWN Main Road Southold, New York 11971 upon the conditions set forth in the invitation 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 biJ or te= :graphic modification of a bid will be considered. 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 iddress given in the invitation to bid on or before the day and 'hour set for opening the bids. Enclose each 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 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 DOCUMEN419 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 dence 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 request, at any time prior to the scheduled time for opening bids. INSTRUCTTAU TO BIDDERS 86 : 07 00100-2 B. No bidder may withdraw his bid for a period of HiLrty 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 BIDS 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 Man- 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 Contract 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. - INSTRUCTIONS TO BIDDERS .96:07 00100-3 B. Interpretation or correction of proposed Contract Doc- uments will be made: of�jy by Addendum and will be mailed or delivered to each general contract bidder of record. The Owner will not be, runijunsible: for any other expla- nations or interpretations of thu proposed Contract Documents . 11 . CONSTRUCTION TIME AND LIQUIDATED DAMAGES A. The Agreement will include a stipulation that the Work be completed in a period of SIXTY (60) CALENDAR'. DAYS following receipt of the Owner ' s Notice to Proceed. END OF INSTRUCTIONS TO BIDDERS INSTRUCTIONS TO BIDDERS 8607 00100-4 00310 BID FORM TO: TOWN ROARD TOWN OF SOUTHOLD hereinafter called Owner 1. The undersigned, having examined the proposed Contract Doc- uments titled: ADDITION TO KENNEL AREA AT THE SOUTHOLD TOWN ANIMAL SHELTER 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 Dpcuments , 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 l ) License number License type Bid dated this day of 19 END OF BID FORM BID FORM 86 : 07 00310-1 • 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 Fre 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. a. 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 mpner 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 Resolved that be (Name of Corporation) authorized to sign and submit the bid or proposal of this corporation for the following project .l (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 C (SEAL OF THE CORPORATION) Secretary • Laws of New York , 1965 Ch . 751 , Sec . 103-d , as amended effective September 1 , 1965 . 00320-2 00330 NEW YORK STATE AFFIRMATIVE ACTION CERTIFICATION (TO BE COMPLETED BY EACH BIDDER) Bidder ' s Certifications : A bidder will not be eligible suchfor bidderaward has submittedcontract asnaepartlof Invitation for Bids unless its bid the following certification , which will be deemed a part of the resulting contract : BIDDER' S CERTIFICATION (Bidder ) certified that : 1 , the contfollowing listed construction trades it intends to use act in the work under 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 II ofis red by these Bid Bid Conditions to comply manpower Conditions , it adopts the minimum minority 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 stond andshe ubmit to the contracting or administering agency Prior of any subcontractor unbeCthis contract te Bid thonssubcontractor certification required Y these (Signature of Authorized 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 : 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 PAGE MUST BE FILLED OUT WHEN CERTIFIED CHECK IS SUBMITTED IN LIEU OF BID BOND , OR BID MAY BE REJECTED. 00340-1 • THE AMERICAN INSTITUTE OF ARCHITECTS 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 nr legal tide 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 toll name and address or Legal title 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 full name, address and description of protecn 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 day of 19 (Principal) (Seal) • (Witness) (Title) (Surety) (Seal) (Witness) (Title) AIA DOCUMENT A310•BID BOND•AIA®•FEBRUAKY 1970 ED• 'i fit AMERICAN INSTITUTE Ok ARCHITECTS, 1735 N.Y. AVE., N.W., WASHINf,'ON, D.C. 20006 • 00440 SUBSTITUTION LISTING TO: TOWN_ BOARD TOWN OF SOUTHOLD hei.vinafter 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 DoCLiments. However, the undersigned proposes the following substitutions for the Owner ' s consideration. Should the Owner 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: Suni: PROVIDE SIGNATURE BIDDER: IDENTICAL TO THAT SHOWN ON THE BID _ FORM by END OF SUBSTITUTION LISTING SUBSTITUTION LISTING 86 : 07 00440-1 • THE AMERICAN INSTITUTE OF Al\CHITE(-)'S AIA Document A101 Standard Form of Agreement Between Owner and Contractor where the basis of payment is a STIPULATED SUM 1977 EDITION THIS DOCUMENT IIAS IA11'ORI.,,.1 LLGAL CONSLQUI.NCES; CONSULTATION WITFI AN ATTORNEY IS ENCOURACID bt 1rH RESPECT TU IIS CC)MPLEIION OR MODIFIC/TION Use only with the 1976 Edition of AIA Document A201, General Conda;nns of the Contract for Construction. This document has been approved and endorsed by The Associated General Contractors of America. AGREEMENT made as of the day of in the year of Nineteen Hundred and BETWEEN the Owner: and the Contractor: The Project: The Architect: i The Owner and the Contractor agree as set forth below. Copyright 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1967, 1974, U 1977 by the American Institute of Architects, 1735 New York Avenue, N.W., Washington, D. C. 20006. Reproduction of the rnaterial herein or substantial quotation of its provisions without permission of the AIA violates the copyright laws of the United States and will be subject to legal prosecution. AIA DOCUMENT A101 - OWNER-CONTRACTOR AGREEMENT - ELEVENTH EDITION - TUNE 1977 - AIA® 01977 - THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NLW YORK AVE., N.W., WASHINGTON, D.C. 20006 A101-1977 1 • ARTICLE 1 THE CONTRACT DOCUMENTS The Contract Documents consist of this Agreement, the Conditions of the Contract (Genetal, Supplementary an other Conditions), the Drawings, the Specifications, all Addenda issued prior to and all Modilications issued after ext cution t,i this Agreement. These form the Contract, and all are as fully a part of the Contract as if attached to th Agreemvia 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 lot liquidated damages relating to iailure to complete on time.) i AIA DOCUMENT A101 • OWNER-CONTRACTOR AGREEMENT ELEVENTH EDITION - JUNE 1977 AIA* ©1977 - THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVE., N.W., WASHINGTON, D.C. 20006 A101-197: ARTICLE 4 CONTRACT SUM The Ownet 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 Contract 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 [lased upon Applications for Payment submitted to the Architect by the Contractor and Certificates for Payment issued by the Architect, the Owner shall make progress Ifayments on account Of the Contract Sum (otheo<ntractornth asf as pro vided in the Contract Documents for the period ending the y t e Not later than days following the end of the period covered by the Application for Payment percent ( °/�l of the portion of the Contract Sum properly allocable to labor, materials and equipment incorporated in the Work and percent ( %�1 of the portion of the Contract Sum properly allocable to materials and equipment Suitably stored at the site or at some other location agreed upon in writing, for the period covered by the Application for Payment, less the aggregate OI previous payments made by the ll(rejse tile Owner, and upon Substantial Completion of tile Contrafile ct Srtmt�r Elis sunh Samounts UffiCiClIt as tther Architect tshall tal � o determine for all percent incomplete Work and unsettled claims as provided in the Contract Documents. (It not covered elsewhere in the Contract Documents, here insert any provision )or limiting or reducing the amount retained after 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.) Lir fare cal nd Contractor's principal eplaces ofrthe federal bu business, the location rth in ofitheing Project and'elsevvherennalyraffectrthervalidit credit this(rov siioinr specific legaltadviceDshould be obtained with respect to deletion, modification, or other requirements such as written disclowres or waivers) AIA DOCUMENT A101 • OWNER-CONTRACTOR AGREEMENT • ELEVENTH EDITION • JUNE 1977 • AIAs ©1977 • THE AMERICAN INSTITUTE Of ARCHITECTS, 1735 NLW 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 by the Architect. ARTICLE 7 MISCELLANEOUS PROVISIONS 7.1 Terms cued 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 I and, except for Modifications issued .,iter execution of this Agreement, are enumerated as follows: (List below the A;;.ement,the conditions ul the Contract (General,supplementar),,and)the, conditiun+I, the Drawing,, the 5periiiaitnu,s, and any Addenda and accepted alit hates, showing page ur sheet number in all cases and dates where apphc.ible.l This Agreement entered into as of the day and year first written above. OWNER CONTRACTOR 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 A101-1977 4 THE AMERICAN INSTITUTE OF ARCHITECTS AIA Document A311 Performance Bond KNOW ALL MEN BY THESE PRESENTS: that (Here insert lull name and address or legal tale of Contractor) r as Principal, hereinafter called Contractor, and, (Here insert full 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 title of Architect) which contract is by reference made a part hereof, and is hereinafter referred to as the Contract. AIA DOCUMENT A311 • 1'ERIOR.MAN(f. BOND AND LABOR AND N1AlfRIAI I'AYMINT BOND • AIA ffBRUARY 19'0 LD • IHL AMfRI( AN INS111U1f Of ARCHIIf(.Iti, Fi-, ti 1 AYI , N W.,WASHINLION, D C 20006 1 PERFORMANCE BUNT) NOW, THEREFORE, THE CONDITION Of THIS OBLIGATION is such that, if Contractor shall promptly and faithfully perform said Contract, then this obligation shall be null and void; otherwise it shall remain in full fore incl effect. The Surety hereby waives notice of any alteration or defaults under the contract or con,ia(ts of completion extension of hole made by the Owner. arranged under this paragraph) sufficient fund', to pay the Whenever C ontractor shall be, and declared by Owner cost of completion less the halance of the contract price; to be in default under the Contract, the Owner having but not exceeding, including other costs and damages performed O.vner's obligations thereunder, the Surety for `shich the Surety maybe liable hereunder, the amount may promptly ret medy the default, or shall promptly set forth in the fw,i ,•,ra ghra h hereof. the term "balance of the (intra(i pier, as used in this paragraph shall 1) Complete the Contract in accordance with its terms mean the total amount pay,ible by Owner to Contractor and conditions, or under the Conha(t and .u)v amendments thereto, less 2) Obtain a bili or bids for completing the Contract in the amount properly paid by C)wne• to Contra(tor. accordance with its terms and conditions, and upon de- Any suit under this hand must he instituted before termination b, Surety of the lowest responsible bidder, the expiration of two (2) vears from the date on which or, if the O%-ner elects, upon determination by the final payment under the Contract falls due. Owner and the Surety jointly of the lowest responsible No right of action shall accrue on this bond to or for bidder, arrange for a contract between such hidder and the use of any prison or cclrpor.1tion other than the Owner, and niake available as Work progresses (even Owner named herein or the herr,, executors, adminis- though there ,hould be a default or a succession of trators or successors of the Owner. Signed and sealed this day of 19 iPnndrllal! --- iscalr IlNrinr��) -- 1lurely) itiraU ilidr) AIA DOCUMENT A311 • PERFORMANCE BOND AND LABOR AND MATERIAL PAYMENT BOND AIA 0 IFORUARY 19711 ED.• FHE AMERICAN INSTITUTE OF ARCHITECIS, 173S N.Y.AVE.,N.W„WASHINGTON, D. C.200% 2 • THE AMERICAN INSTITUTE OF ARCHITECTS y_ r AIA Document A371 Labor and Material Payment Bond THIS BOND IS ISSUED SIMULTANEOUSLY WITH PERFORMANCE BOND IN FAVOR OF THE OWNER CONDITIONED ON THE FULL AND FAITHFUL PERFORMANCE Of THE CONTRACT KNOW ALL MEN BY THESE PRESENTS: that (Here insert roll name and address e,r Ii-gal title of Contractor) as Principal, hereinafter called Principal, and, (Here insert full name and address or Icgal title o) 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, for the use and benefit of claimants as hereinbelow defined, in the amount of QQ (Here insert a sum equal to at least one-half of the contract price) Dollars IY 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 b P Y (Here insert full name and address or legal title of Architeco 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 OO FEBRUARY 1970 ED.•THE AMERICAN INSTITUTE Of ARCHITECTS,1735 N.Y.AVE., N.W-,WASHINGTON, D. C. 20006 3 LABOR AND MATERIAL PAYMEN I" BOND NOW, IHFRLJORI. ►III 1,;0N01II()N iii tins ultlic,Allcxv is such thal, if Principal shall promptly stake payment to all claimants is here,oafter defined, for all labor and material used or rea,,onably required for use in the performance of the Contract, then the, obligation shall he void; otherwise it ,hall remain in full torte and effect, subject, however, to the fol- lowing condihol:s 1. A claimant is defined as one having a. direct con- accuracy the amount claimed and the name of the party tract with the 1'oncipal or with a Subcontractor of the to whom the materials were furnished, or for Whom Principal for lahoi, material, or both, used or reasonably the work or labor \bas done or performed. Such notice required for use• in the performance of the Contract, shall he served by muting the same by registered mail labor and materc,ci being construed to include that Hart of or certified mail, pc stale prepaid, in an envelope ad- water, gas, pov�er, Eight, heat, oil, gasoline, telephone dressed to t'he Prin(ilml, Owner or S:rrc•ty, at any place service or rental of equipment directly applicable to the where an officer is regularly maintained for the trans- Contract. action of business, or served en an manner in which legal process may be served in the ,tate in which the 2. The aboee named Principal and Surety herehy aforesaid project i, located, save that such service need jointly and sevc—illy agree with the Owner that every not he made by a public officer. claimant as herein defined, who has not been paid it, b) After the expiration of one (1) year following the full before the expiration of a period of ninety (90) date on which Principal ceased Work on said Contract, days after the chic on which the last of such claimanr , it being understood, however, that it any limitation em- work or labor ee.,s done or performed, or materials ware bodied in this bond is prohibited by any law controlling furnished by sic it claimant may sue on this bond toi the construe lion hereof such firllitahon shall he deemed the use of su0- claimant, prosecute the Nurt to fill"' to be amended sr) as to be eclual to the rnincmunt period judgment for su,h sum or sums as may he justly due' of limitation permitled by such law. claimant, and hire exe(utlon thereon 1 he Owner shall () 011ier than in it ,i,tte court of competent jurisdiction not be liable fur the pad anent of any costs ur expe ll'.es nn and for the county or other political ,uhdn i,ittn of of any such suit. the state in which the 11mlect, or .pry part thereof, is situated, or in the United States nislrid Court for the 1. No suit or action shall be commenced hereur(ler, district in vvhtch the Project, or any part thereof, is sit by any claimanE: 1.1,11H, and not el,ewhere. a) Unless e lainianl, other than one having a d1rec t contracr with the Principal, shall have given written 4. The amount of this hand shall he reduced by and notice to any talo of the following: the Principal, the to the extent of any payment or payments made nr good Owner, or the Surety above named, within ninety (90) faith hereunder, nnclu'ave of the payment by Surety of days after such claimant (fid or performed the last of mechanics' Leri, which may be tiled of record against the work or labor, or furnished the lest of the nnateriels said improvement, whether or not claim for the amount for which said claim is made, stating with substantial of such hen be presented under and against this bond. Signed and sealed this day of 19 (Principal) (selli --- (Wilrtetii) (Tub•) (Surely) Ise 11h'itlue„) (Filo) AIA DOCUMENT A311 • PERFORMANCE BOND AND LABOR AND MATERIAL PAYMENT BOND • AIA �” 4 rEBRUARY 1970 ED.•THE AMERICAN INSTITUTE OF ARCHITECT~, 1715 N.Y.AVE.,N.W.,WASHINGTON, D. C. 21", 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 • 008u.i 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 entirety and insoCt i.he 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 proposed manufacturer or in- staller is not available, the Arch=itect. may 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 cancellatior of the policy or endorsement shall be effective until the tenth day following the mailing of written notices of such cancellation to the Aichitect 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 Each Occurrence $1 , 000 , 000 Annual Aggregate (b) Property Damage: $500 , 000 Each Occurrence $500 , 000 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) Propert=y Damage: $500 ,000.. Each Occurrence NOTE: The State of New York has a no-fault automobile insurance re- quirement. The Cont=ractor shall be certain coverage is provided which conforms to any spec=ific stipulation in the law. 6 . Umbrella Excess Lia=bility: $1 ,000 , 000 over Primary Insura=nce $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 Certifet of Insurance herein required for each copy of the Agreement which shall specifically set forth evidence of all coverage required by subparagraphs 111 . 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 li=mits . 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 purcha-,e 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 , " . lifter the words" . . . separate contractors , if any , an,l" , 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 • 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 �e : �? 00830-1 • 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 13QUAL EMPLOYMENT OPPORTUNITY PROGRAM 86 : 07 00830-2 • STATE OF NEW YORK DEPARfNENT OF LABOR BUREAU OF PUBLIC WORK STATE OFFICE BUILDING CAMPUS ALBANY, N. V. 12240 Schedule Type-COMPLETE 3E Data 06/10/B6 Refer to: PREVAILING RATE CASE: NO. T/O Southold PRC 8603674 SUFFOLK COUNTY 01 to: Garratt A. Strang, RA Location and Type of Project T/O Southold New Animal Shelter, Main Rd. , PO Box 1412 Paconic, NV T/O Southold Southold, NV 11971 In response to your request, enclosed are schedules of the prevailing hourly wage rates and the prevailing hourly supPlemehts for the above Project, together with copies of the Notice of Contract Let CPW-163 fo:^ your use. The schedules must be a:,nexed to and form a part of the specifications for this project when it is advertised for bids. These schadulas have been prepared 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 determine the schadulas Of supplements to be provided and wages to be paid to workers, laborers and mechanics amployed 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 new determination should be requested when this schedule expires. Note: A 1983 AMENDMENT TO SECTION 220 OF THE LABOR LAW REOUIRES 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. DROBNEP., DIRECTOR NOTICE TO CONTRACTING AGENCIES Upon C8hCQllati Oh Or COmPleti On 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 Data Completed Date Cancelled _ Signature Title CohtraCting Agency • For Additional Information, contact the following District Offices: St. Off. Bldg. 812, Campus, Albany N. V. 12240 65 Court St. , Buffal o N. V. 14202 155 Main Street West, Rochester N. V. 14614 40-42 Main St. , Binghamton N. Y. 13901 175 Fulton Ave. , Hempstead N. Y. 115S0 333 East Washington St. , Syracuse N. Y. 13202 207 Genesee St. , Utica N. V. 13S01 30 Glenn St. , White Plains N. V. 10603 rlMl-200 (6-65) 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 220-223) of the New Vork State Labor Law: 1. No laborer, worker or mechanic in tAe employ of the contractor, subcontractor or Other parson doing or contracting to do the whole or, a part of the work contemplated by the contract shall be permitted or r-equired to work more than eight hours in any One calendar day or more than five days in any one week except In the extraordinary emergencies sat forth in the Labor Law or where a dispensation is granted by the Commissioner of Labor. (Sae Section 220. 23 2. Each laborer, work ar or mechanic employed by the contractor or, subcohtractor shall be 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 rat-g Of wage shall be annually datermined no later than thirty days prior to July first of each year. The pravailing 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 3. 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 %s public work project, together with a statement of the work to be performed by ch classification. CSee Section 220. 3-a3 4. The contractor and every subcohtractor 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 v,rious classes of mechanics, workers or laborers. (See Section 220. 3-a) S. No amps-oyee shall be deemed to be an a pprentice unless individually registered in a program registered with the New Vork State Department of Labor. The allowable ratio Of apprentices to Jourheymeh in any craft classification shall hot be greater than the ratio permitted to the contractor as to his work force On any fob uhdar the registered pro3ram. Any employee who is not registered as above, shall be paid the prevailing wage rate for the Journeyman classification of work actually performed. The contactor 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) S. (a) No contractor; subcontractor, 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-a(a33 (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 SectiOh 220- aCb)) NOTE: The Human Rights Law also prohibits discrimination in employment because of age, marital status or religion. (c) Thare 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 violati ,)h of the prOvis ! Ons of the contract. (See Section 220-eCc)) (d) The contract may be cancelled or terminated by the State o:� municipality, and all moheys due or to become due thereunder may be forfeited, for a second Or any subsequent violation of the terms or cohditiGhs of the anti - discrimination sections of the contract. CSee Sec. 220-e(d)3 • PW-3 C10-843. . • ATTENTION: ALL CONTRACTORS AND SUBCONTRACTORS ENGAGED ON PUBLIC WORK PROJECTS IN NEW YORK STArc INTRODUCTION: Below are the maJor 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 extraordinary smargahcy such as fire, flood or danger to life or property. You may apply to the Bureau of Public Work :foh a dispensation permitting workers to work additional hours or days par week 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 Prima 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, New 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 Securi ty number, 4. Occupati onaI classifications in which worked, S. Hourly wage rate paid, 6. Supplements provided, 7. Daily and weekly number of hours worked in each classification, B. Deductiohs made, 9. actual wages paid. When payroll records are requested by the Commissioner each payroll record must be offirmad as true unger the Pena Itias of perJury which means a notarized signature to that affect. Such records must be kept on the site of the work when the contractor Or subcontractor does hot Maintain a regular place Of business in New 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 (6-BS). . . (Continued) • NOTICE TO CONTRACTORS (Continued) APPRENTICES: EMp1oyQQs cannot be paid apprentice rates if they are not individually registered under a program or agreQMQnt registered with the Commissioner of Labor. The contractor or subcontractor will be required to furnish written evidence of the rQglstration Of its program and apprentices and Of the appropriate ratio. The allowable ratio of apprentices to Journeymen in any craft classificatior, can be no greater than the ratio permitted to the contractor or subcontractor as to its work force on any fob under the ragistarad 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 supplemQnts any 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 wagQs or supplQMents 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 in"S hces 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 8 of the Labor Law) consistitute a misdemeanor punishable by fine or iMprisonMent, or both. DISCRIMINATION: No employee or applicant for QMpIOyMQnt May be discriminated against on account Of age, race, creed, color, national origin, sex, disability or marital status. Every amployer subject to the Now York State Human Rights Law must conspicuously post at Its offiCOS' places of QMpIOyMQnt Or QMployment training centers, notices furnished by the State Division of Human Rights. POSTING OF OTHER NOTICES: Every employer providing worker's compensation insurance and disability benefits must post in a conspicuous place notices of such coverage in form • proscribed by the Workers- Compensation Board. Employers liable for contributions under the UnOMployMQht Insurance Law must conspicuously post notices furnished by the State Department of Labor. All employers Must post in a prominent place a sign informing workers of their Right to Know about toxic substances found in their workplace (Article 2a of the Labor Law). PW 19 (6-a5). . docM: letter2b • 0`1ERTIME and HOLIDAY INFORMNTION OVERTIME - ---- 7/1/8S 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 C ) Double the hourly rate rfter 7 hours per day. C 0 ) Double the hourly rate after 8 hours per day. C E ) Ti me and one half of the hourly rate on Saturday. C F ) Time and one half of the hourly rate on Saturday and Sunday. ( G ) Time and one half of the hourly rate on Saturday and Holidays. C H ) TIMa and one half of the hourly rate on Saturday, Sunday and Holidays. C 1 ) Time and one half of the hourly rate on Sunday. C J ) Time end one half of the hourly rata 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. ( 0 ) Double the hourly rate on Saturday, Sunday and Holidays. C P ) Double the hourly rate on Sunday. C D ) 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. C 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 raquired to work more than eight hours in any one caIander day or work more than five days in any one week except in case of extroodinary emergency. . . . Whenever such an "EMERGENCY DISPENSATION"Cemphesis 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 I the area ih which the work is performed. " HOLIDAYS The Holidays as listed below are to be paid at the wage rates at which the employee is normalJy classified. C 1 ) None. C 2 ) Labor Day. C 3 ) Memorial Day and Labor Day. C 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 10 ) 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. C 15 ) Vateren's Day. C 16 ) Day after Thenks91vIng 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 ) Chrlstmas Day. docm: latter2c • NOTICE OF ADDENDUM APPLICABLE TO ALL COUNTIES t 3 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 bargining agreements which expired duripg the month of June. In those cases the Commissioner will publish an addendum to include the new rates determined 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 not 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 and result in the finding of an underpayment. addendum docm: latter2d • • VERIFYING THE REGISTRATION OF APPRENTICES Certain State and Federal Laws require that apprentices Must be Individually registered as such in order io be paid apprenticeship rates on Public Mork. The New York State Labor Department is the official registration agency for apprentices in New York State. No other Federal or State Agency or office registers apprentices in New York State. Each year, the apprantice 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. _ r � Persons wishing to verify the apprentice registration of any individual should write to Frank R. Finn, Sr. Employment Consultant, New 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 ragistration. 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 ragistration 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 any individual as an apprentice. PW -- (4-86). . . docm: latter2e STATE OF NEN YORK DEPARTMENT OF LABOR BUREAU OF PUBLIC WORK STATE OFFICE BUILDING CAMPUS ALBANY, N. V. 12240 Schedule Type COMPLETE 3E Date 06/10/86 Refer to: PREVAILING RATE CASE NO. T/0 Southold PRC 8603874 01 to: Garrett A. Strang, RA Location and Type of Project 1/0 Southold Now Animal Shelter, Main Rd. , PO Box 1412 Peconic, NV T/0 Southold Southold, My 11971 SUFFOLK COUNTY 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 captain 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 assignbd' to agency' s own employees. If reactivated, Will request hOW rates and supplements ALL Prime Contracts AWARDED - or bid ACCEPTED (complete items 1 - 8 below) Estimated TOTAL COST of Project Is 9 Ica). Means Used to Award Contract (Check one and indicate date of first legal instrument which bound agency to contract) Resolution Letter Of Intent Contract Signed Date Date pate _ Cb). Contracts NOT YET awarded: Other Gen. Cont. _ Heat 8 Vent. _ Electrical _ Sanitary _ 2. Specific Location of Project FOR ALL PRIME CONTRACTORS (NOT SUB-CONTRACTORS) WHO HOLD CONTRACTS DIRECTLY WITH THE SPONSOR OF TNEEDEDOATTACH G VE THE INFORMATION. IF MORE SPACE ;. Work to be done 4. Name and Address S. Amount of 6. Approx. dates for by Prime Contractor of Contractor Contract Starting Completion I I j l I C a) GEN. CONT R. i I j j I I I I l (b) HEAT/VENT. I I i I j j l Cc) ELECTRICAL i I I I I I I 1 I • Cd) PLUMBING I I I I I 1 I � 1 I (e)_OTHERCS)-Listl I I I on Reverse. 1 I I I I T. Estimatad Data Entire Project Will Ba Completed 8. Signature and Title Date docm: letter7a PW-16 • STATE OF NEW YORK DEPARIMENT OF LABOR BUREAU OF PUBLIC WORK STATE OFFICE BUILDING CAMPUS ALBANY, N. V. 12240 Schedule Type COMPLETE 3E Date 06/10/86 Refer to: PREVAILING RATE CASE NO. 7/0 Southold PRC 8603874 01 tol Garrott A. Strang, RA Location and T 7/0 Southold YProtect Main Rd. , PO Box 1412 New Animal Shelter.r.. Southold, NV Peconic, NV T/O Southold 11971 SUFFOLK COUNTY 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. Sac. 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 CANCELLEO, POSTPONED or assigntd' to agency' s own employees. If reactivated, will request new rates and supplements. ALL Prima Contracts AWARDED - or bid ACCEPTED ( complete items 1 - 8 below) Estimated TOTAL COST of Project Is $ 1(a). Means Used to Award Contract (Check one and indicate date of first legal instrument which bound ajancV to contract) Letter of Intent Contract Signed Resolution Data Date Date (b). Contracts NOT YET awarded: Gan. 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 I I 1 (a) GEN. CONT R. I I I I I I I I I I I I (b) HEAT/VENT. I I I I I I I 1 I I I (c) ELECTRICAL I I I I I I I I I I I • I I I I (d) PLUMBING I I 1 I t I I 1 I I I I I I 1 I (e)_OTHERCS)-List) I I I on Reverse. I I I I I 1 I I 7. Estimated Date Entire Project Will Be Completed B. Signature and Title Data PW-16 (1-BS) docm: latter7a STATE OF NEN YORK DEPARTMENT OF LABOR BUREAU OF PUBLIC WORK STATE OFFICE BUILDING CAMPUS ALBANY, N. Y. 12240 3E Schedule TyVe COMPLETE Data 06/10/86 Referto: PREVAILING RATE CASE N0. 01 PRC 8603874 T/O Southold Of Project Location and TYPO tos Garrett A. Strang, RA New Animal Shelter. T/0 Southold Peconic, NV T/D Southold Nein Rd. PO Box 1412 Southold, NY 11971 SUFFOLK COUNTY Agency of Jurisdiction TOWN Nature of Project OTHER NEW CONSTRUCTION-EXPLAIN ork Projct Copiabove aenclosed here wth sOf the wage and i1emSac. s220. 3AeofOhPublic W enttheLaborLawrequiresethatdCertaind furnished to tha Commissioner of Labor. information ACCORDINGLY, YOU MUST COMPLETE THE FOLLOWING SECTION OF THIS FORM OND RETURN THREE COPIES TO THIS OFFICE IMMEDIATELY UPON NOTIFYING A SUCCESSFUL BIDDER FOR THIS PUBLIC WORK PROJECT 8 Project CANCELLED. POSTPONED or assigned to agency' s own employees8 below) will activate request new rates and Supplements. items 1 _ ALL Prima Contracts AWARDED - or bid ACCEPTED ( complete Estimated TOTAL COST of Project Is i al instrument 1(a), Means Used to Award Contract (Check one and indicate date of { 1rst Resolution which bound agency _ Cont Signed Date Letter Of Intent Date _----- Data _ Sanitary Other, (b). Contracts NOT YET awarded: _ Electrical _ '— _ Gan. Cont. _ Heat 8 Vent. 2, Spe1.cific Location of Project S) WHO HOLD FOR WITNALL TME SPONSORCONTRACTORS THIS(NOT PROJECT,SUB-CGIVEATHERINFORMATION. CIFTMORE SSPACE CTIY IS NEEDED, ATTACH EXTRA SHEETS. 5. Amount of G. Approx. dates for 4. Name and Address Contract Starting Completion by Prima Contra 3. Work to be don4. of Contractor 1 I (a) GEN. CONTR. ( I I I I I (b) HEAT/VENT. I ( I I 1 I (c) ELECTRICAL 1 I I I 1 • (d) PLUMBING I I I I 1 I 1 I Ce)_OTHERCS)-Listl I I on Reverse. Ie I Imo---1 I 7. Estimated Date Entire PrOjeCWit will Be Comple t Data g, Signature and Title docm: 1 etter7a PW-16 • STATE OF NEW YORK DEPARTMENT OF LABOR BUREAU OF PUBLIC WORK STATE OFFICE BUILDING CAMPUS ALBANY, N. V. 12240 Schedule Type COMPLETE 3E Date 06/10/86 Refer to: PREVAILING RATE CASE NO. T/O Southold PRC 8603874 01 to. Garrett A. Strang, RA Location and Type of Project T/D Southold New Animal Shelter, Main Rd. , PO Box 1412 Peconic, NV T/0 Southold Southold, My 11971 SUFFOLK COUNTY 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 assighdd� 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 JCa). 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 A 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 I I 1 Ca) GEN. CONT R. I I 1 I I I I I 1 I I I I 1 I I Cb) HEAT/VENT. I I I I I 1 I I I I I I I I I I Cc) ELECTRICAL I 1 I I 1 I I I I I 1 I I t I 1 • Cd) PLUMBING I I I I I 1 I I I I I 1 I I I I Ce)_OTHERCS)-Llstl ( I I on Reverse. I 1 1 I 1 I I I 7. Estimated Date Entire Project Will Be Completed 8. Signature and Title Date PW-16 C1-a5) docm: lettar7a • PREVAILING RATE SCHEDULE C * )See NOTICE PAGE ATTACHED State of Now York Case Number Bureau of Department of Labor Public Work 8603874 3E-7/01/aS thru 6/30/86 Published - S/30/86 SUFFOLK COUNTY Page 1 ASBESTOS WORKER WA E (par hour) 1/01/86 7/01/86- 1/01/87- 6/30/86 12/31/86 6/30/87 Insulation/Asbestos Yorker. . . . . . . . . . . . . s 19. 04 19. 64 20. 17 OVERTADIME PAY: See C C, 0 ) on OVERTIME PAGE attached. PHOLIDAYS: See C 1 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: Improver(s3 to Journeymen C 1 - 4 ) IMPROVER: C 1 ) year terms at the following percentage of Journeyman' s wage. 1sT. 2ND. 3RD. 4TH. 50%. SOY. 70Y. 80% SUPPLEMENTAL BENEFITS: Cpar hour worked) Haa I th/we 1 t are. . . . . . . . i 1. 69 *IMPR. 2. 19 *IMP. 2. 44 *IMP Pens i on. . . . . . . . . . . . . . . 1. SG * %s 1. 56 *Y.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 )Yes C x )No. 8-12 * Apprentice supplements appear in second column. 8-12 BOILERMAKER WAGESCpar 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 RA-TIO: ApprenticeCs) to Journeymen C 1 - 5 J ( 1 - 10 ) APPRENTICES: C 1/2 ) year terms at the following percentage of Journeyman' s wage. 1ST -NO- 3RD. 4TH. STH. 6TH. 7TH. BTH. 60 Y. 65% 701A 75 Y. 80`/. 85/ 901A 10014 SUPPLEMENTAL BENEFITS: Cpar hour worked) Health/welfare. . . . . . . . = 7 % 8 Pension. . . . . . . 10 A 10 x Apprentice Training. . . . 10 . 10 Vacation. . . . . . . . . . . . . . 7 Y. 7 Y. Annuity. . . . . . . . . . . . . . . 15 V. 15 % Listed supplements apply to ALL classifications ( x )Yes C )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 Glazier. . . . . . . . . . . . . . s 19. 80 19. 80 19. 80 OVERTIME PAY: See C C ) on OVERTIME PAGE attached. PAID HOLIDAYS: See C 1 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: Apprentice( s) to Journeymen C 1 - S ) APPRENTICES: C 1/2 ) Year terms at the following percentage of Journeyman' s wage. Indentured prior to July 1984 1ST. 2ND. 3RO. 4TH. 5TH. 6TH. 7TH. 8TH. SOY. 60% 70% 75% 80% 85`/. 90% 95% Indentured after July 1, 1984 1ST. 2ND. 3RD. 4TH. 5TH. 6TH. 7TH. 8TH. 30% 35% 40Y. 45% 55% 65% -7 5 Y. 90 Y. SUPPLEMENTAL BENEFITS: Cpar hour worked) • Health/welfare. . . . . . . . 4 1. 26 *1. 26 1. 26 *1. 26 1. 26 *1. 26 Pens i on. . . . . . . . . . . . . . . 1. 26 *1. 26 1. 26 *1. 26 1. 26 *1. 26 Apprentice Training. . . 01 * . 01 . 01 * . 01 . 01 * . 01 Vacation. . . . . . . . . . . . . . 1. 32 * ■ Y. 1. 32 * * Y. 1. 57 * _ % Annuity. . . . . . . . . . . . . . . 3. 50 *Note 4. 25 *Note 4. 75 *Note Note - Apprentice Annuity: - 1st yr-None / 2nd yr-. 75 / 3rd Vr-1. 10 / 4th yr-1. 50 Listed supplements apply to ALL classifications ( )yes ( x )No. * Apprentice supplements appear in second column. 8-1087 • PREVAILING RATE SCHEDULE C a )See NOTICE PAGE ATTACHED State of New York Case Number Bureau of Department of Labor Public Work 8603874 _ 3E- 7101/85 thru 6/35/86 Published - 5/30/86 SUFFOLK COUNTY Page 2 CARPENTER WAGESCPar hour) 9/01/85- 8/30/86 Building: Draper. . . . . . . . . . . . . . . ; 13. 20 OVERTIME PAY: See C A, E, P, S ) on OVERTIME PAGE attached. PAID HOLIDAYS: See 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 ( x )Yes ( )No. 8-44D WAGESCpar hour) 7/01/85- 7/01/86- Building: 6/30/86 6/30/87 Floorlayar. . . . . . . . . . . ; 19. 66 20. 66 OVERTIME PAY: See ( C ) on OVERTIME PAGE attached. PAID HOLIDOYS. Sao C 1 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: Apprentice( s ) to Journeymen ( 1 - 7 ) APPRENTICES: C 1 ) year terms at the following percentage of Journeyman' s wage. 1ST. 2N5. 3RD. 4TH. 55% 65Y. 75Y. 95/. 'SUPPLEMENTAL BENEFITS: (par hour worked) - See below. 8-2241/2287 ---------�-------------------- WAGESCper hour) 7/01/86- 6/30/87 Bui Iding: Millwright. . . . . . . . . . . 19. 29 OVERTIME PAY: See C C ) on OVERTIME PAGE attached. PAID HOLIDAYS: See ( 1 ) on HOLIDAY PAGE attached. ALLOWABLE f:ATIO: Apprentice( s ) to Journeymen ( 1 - 7 ) APPRENTICES: C 1 ) year terms at the following percentage of Journeyman' s wage. 1ST. 2ND. 3RD. 4TH. SS% 65% 75n 95/. SUPPLEMENTAL BENEFITS: (por hour worked) Health/Walfara. . . . . . . . ; 2. 67 Pens i On. . . . . . . . . . . . . . . 2. S9 Annuity. . . . . . . 2. 94 Apprentice Training• • • . 15 Vacation. . . . . . 2. 40 Listed supplements apply to ALL classifications ( x )Yes ( )No. 8-740 ------------------------------ WAGES(par hour) 7/01/85- 7/01/86- 6/30/86 6/60/87 Pi l edri vai . . . . . . . . . . . 19. 66 20. 66 Oockbuilder. . . . . . . . . . . . 19. 6G 20. 66 OVERTIME PAY: See ( D, 0 ) on OVERTIME PAGE attached. PAID HOLIDAYS: Sae ( 1 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: Apprentices ) to Journeyman ( 1 - 7 ) APPRENTICES: C 1 ) year terms at the following percentage of Journeyman's wage. 1ST. 2ND. 3RD. 4TH. SS% 65% 75Y. 95% • SUPPLEMENTAL SENEFITS: (per hour worked - See below. 8-1456 ------------------------------ • PREVAILING RATE SCHEDULE C * )See NOTICE PAGE ATTACHED State of New York Case Number Department of Labor Bureau of 8603874 Public Work 3E-7%01%85 thru 6/30/86 Published - 5/30/86 SUFFOLK COUNTY Page 3 carpenter (coht) WAGESCpar hour) 7/01/BS- 7/01/as- Marine Construction: 6/30/86 6/30/87 Marine Diver. . . . . . . . . . ; 23. 33 24. 52 ' Tender. . . . 18. 19 19. 11 OVERTIME PAY: See ( D, 0 ) on OVERTIME PAGE attached. PAID HOLIDAYS: See C 1 • ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: Apprentices) to JOurheymeh C 1 - 7 ) APPRENTICES: ( 1 ) year terms at the following percentage of Journeyman's wae. IST. 2ND. 3RD. 4TH. g SSY. 65`/. 754. 95`/. SUPPLEMENTAL BENEFITS: Cpar hour worked - See below. 8-1456/O ------------------------------ WAGES(per hour) 7/01/BS- 7/01/86- 6/30/86 6/30/87 Timberman . . . . . . . . . . . . . * 18. 27 19. 19 OVERTIME PAY: See ( D, O ) on OVERTIME PAGE attached. PAID HOLIDAYS: Sae ( 1 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: Apprahtice( s) to Journeymen ( 1 - 7 ) SUPPLEMENTAL BENEFITS: (par hour worked - See below. 8-1536h --------------- - -------------- Tha following Supplemental Benefits apply to the preceding Carpenter categbries and/or occupational titles unless otherwise noted. SUPPLEMENTAL BENEFITS: (per hour wurked) for ALL Categories Except 1st & 2nd Year Apprentices Hea 1 th/We 1 fare. . . . . . . . s 2. 40 2. 67 Pans i on. . . . . . . . . . . . . . . 2. 49 2. S9 Annuity. . . . . . . 1. 20 1. 20 Apprentice Training. . . . 15 15 Vacation. . . 1. 55 1. 55 SUPPLEMENTAL BENEFITS: (per hour worked) for 1st 8 2nd Year Apprentices indentured before June 30, 1984 Hea 1 th/We 1 fara. . . . . . . . s *2. 40 *2. 67 Pension. . . . . . . . . . . . . . . *1. 49 *1. 55 Annui ty. . . . . . . * . 72 * . 72 Apprentice Training• • • * 15 * . 15 Vacation. . . . 0 . . * . 87 * . 93 SUPPLEMENTAL BENEFITS: Cper hour worked) for 1st 8 2nd Year Apprentices indentured after July 1, 1984 Health/Welfare. . . . . . . . _ *2. 40 *2. 67 Pension. . . . . . . . . . . . . . . *1. 25 *1. 30 Annui ty. . . . . . . . . . . . . . . * . 60 Apprentice Trai n * 60 i ng. * . 15 * 15 Vacation. * . 73 * . 78 Listed supplements apply to ALL classifications C )Yes C x )No. ( * ) Apprehtica supplements appear in second columh. Clst and 2nd year only. All others receive Journeyman supplements. ) B-nvc/supp • PREVAILING RATE SCHEDULE ( i )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 WAGES(per hour) 5/03/x6- 11/01/86- 11/01/B6 4/30/87 Electrician. . . . . . . . . . 4 22. 15 22. 90 Audio/Bound. . . . . . . . . . 22. 15 22. 90 OVERTIME PAY: See ( B, 0 ) on OVERTIME PAGE attached. PAID HOLIDAYS: Sae C 1 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: Apprentice( s) to Journeymen C 1 - 1 ) C 2 - 4 ) C 3 - 7 ) APPRENTICES: C 1 ) year terms at the following percentage of Journeyman' s wage. 1ST. 2ND. 3RD. 4TH. 35Y. 45Y 60Y. 70`/. SUPPLEMENTAL BENEFITS: (per hour worked) Health/welfare. . . . . . . . ; 10. S % 10. 5 Pans i on. . . 7. 5 Y. 7. 5 Y. Supp l . Unamp 1 oy. Behef i t . 25 . 25 Apprentice Training. . . . 12 . 12 Annuity. . . . . . . . . . . . . . . 11. 5 V. 11. 5 Y. Benefit Fund. . . . . . . . . . 3 v.. 3 Y Vacation and Holiday. . 9. 5 Y. 9. 5 Listed supplements apply to ALL classifications C )Yes ( x )No. Note: 1st. Term Conly) Apprentice NOT included in Annuity Fund Benefit. 4-2S --------------------------- --- WAGES(per hour) 5/01/86- 5/01/87- 4/30/87 4/30/89 Telephone •' Instal ler/Repairmah S 18. 22 18. 84 Foreman. . . . . . . . . . . 19. 96 , , 20. 64 OVERTIME PAY: See ( B. E, P ) on OVERTIME PAGE attached. PAIO HOLIDAYS: See ( 1 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: Apprentices ) to Journeymen ( 1 - 1 ) C 2 - 2 ) APPRENTICES: ( 1 ) year terms at the follOwing wage. 1ST. 2ND. 3Ri). 4TH. 5. B6 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. 5% Apprentice Training. . . 5/B% 5/8`/. Annuity. . . . . . . . . . . 12 % 12 Y. Benefit Fund. . . . . 3 Y. 3 Y. Vacation and Hol i day. . 9. S/ 9. 5y, Listed supplements apply to ALL classifications C x )Yes ( )No. 4-25t ------------------------------ Applicable on MAINTANENCE of traffic signals and street lighting only. WAGES(per hour) 7/01/86- 1/01/87- 12/31/86 6/30/x7 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: Apprentice( s ) to Journeymen ( 1 - 1 ) C 2 - 2 ) C 3 - 3 ) APPRENTICES: C 1 ' ) year terms at the following percentage of Journeymah' s wage. 1ST. 2ND. 3RD. 4TH. • 40% SOY SOY. 80% SUPPLEMENTAL BENEFITS: (per hour worked) Haalth/Malfere. . . . . . . . S a Y. a Pens i on. . . . . . . . . . . . . . . S. SY. 5. 5Y. Appr-entice Thai hing. . . 1/2% 1/2% Benefit Fund. . . . . . . . . . 3 Y 3 Y. Annuity. . . . . . . . . . . . . . 9 Y. 9 Vacation and Hol i days. B. Sy. 8. 5% Listed supplements apply to ALL classifications C x )Yes C )No. 4-2Sm • 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 6 IRONWORKER WAGESCPap hour) 1/01/86- 7/01/86- 1/01/87- 6/30/86 12/31/86 6/30/87 Structural . . . . . . . . . . . i 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 B, E, 0 ) on OVERTIME PAGE attached. PAID HOLIDAYS: See ( 1 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: ApprenticaCs) to Journeymen C 1 - 10 ) APPRENTICES: ( 1/2 ) year terms at the following wage. 1ST. 2ND. 3RD. 4TH. 5TH. 6TH. 69. 54 10. 14 10. 14 10. 75 10. 75 10. 75 SUPPLEMENTAL BENEFITS: (per hour worked) Health/Welfare. . . . . . . . 4 2. 00 82. 00 to be to be Pension. 3. 20 *3. 20 a 1 I otted a I 1 otted Apprentice Training. . . . 28 * . 28 at at Vacation. . . . . . 3. 40 *2. 40a a Annuity. . . . . . . . . . . . . . . 5. 00 x2. 50 tater later Benefit Fund. . . . . . . . . . 1. 75 x1. 40 date. date. Listed supplements apply to ALL classifications C )Yes C x )No. Is Apprentice supplements appear in second column. 8-40/361 ------------------------------ WAGES(par hour) :/01/86- 6/30/87 Reinforcing. . . . . . . . . . 22. 63 OVERTIME PAY: See ( C, 0 ) on OVERTIME PAGE attached. PAID HOLIDAYS: Sae ( 1 ) On HOLIDAY PAGE attached. ALLOWABLE RATIO: Apprentice(S) to Journeymen ( - ) ( - ) ( - ) APPRENTICES: ( 1 ) year terms at the following percentage of Journeyman' s wage. 1ST. 2ND. 3RD. 40Y. 75Y. 85% SUPPLEMENTAL BENEFITS: (per hour worked) Health/Welfare. . . . . . . . 1. 745 x1. 745 Pens i on. . 985 Is ' 98S Apprentice Training. . . . 08 * . 08 Vacation. . . . . . . . . . . . . . 2. 00 *apply% Annuity. . . . . . . . . . . . . . . 3. 50 *apply''/. Scholarship Fund. . . . . . 04 * . 04 Listed supplemants apply to ALL classifications C )Yes C x )No. (a) Apprentice supplemants , appear in second column. 8-46 WAGES(por hour) 1/01/86- 7/01/86- 6/30/86 12/31/86 6/30/87 Ornamental . . . . . . . 17. 40 Additional Additional Chain Link Fehce. . . . . . 17. 40 . 85 a5 OVERTIME PAY: See ( 0 ) on OVERTIME PAGE attached. PAID HOLIDAYS: See ( 1 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: ApprenticaCs) to Journeymen ( - ) ( - ) ( - ) APPRENTICES: ( 1/2 ) year terms at the following percentage of Journeyman' s wage. 1ST. 2N5. 3RD. 4TH. STH. 6TH. 60% 65% 70% BOY. 90Y.. 95/ SUPPLEMENTAL BENEFITS: Cper hour worked) Health/Welfare. . . . . . . . = 2. 07 to be 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. B-580 • PREVAILING RATE SCHEDULE ( * )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 - 5/30/86 SUFFOLK COUNTY Page 7 LABORER MAGE Cper hour) 7/01/86- 6/30/87 Bullding Laborer: All Classifications. . . ; 16. 25 OVERTIME PAY: See C A, H ) on OVERTIME PAGE attached. PAID HOLIDAYS: Saa C 5, 6, 10 ) on HOLIDAY PAGE attached. SUPPLEMENTAL BENEFITS: (per hour worked) Hea I th/Wel fara. . . . . . . . s 2. 35 Pension. . . . . . . . . . . . . . . 2. S 8 Vacation. . . . . . . . . . . . . . 1. 00 Legal . . . . . . . . . . . . . . . . . . 15 Training. . . . . . . . . . 25 Listed supplements apply to ALL classifications ( x )Yes C )No. 4-66 ------------- ----------------- WAGES(par hour) 7/01/85- 7/01/86- 6/30/86 6/30/87 Laborer(Heavy/Highway): Group a 1: Asphalt Rakers and Formsetters. Group s 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 s 2. . . . . . . . . . . . . 13. 83 14. B3 Group s 3. . . . . . . . . . . . . 13. 03 13. 66 OVERTIME PAY-i Sea ( ) on OVERTIAE' PAGE attached. PAID HOLIDAYS: See ( ) on HOLIDAY PAGE attached. SUPPLEMENTAL BENEFITS: (per hour worked) Health/'Welfare. . . . . . . . = 12 % 12 Y. Pension. . . . . . . . . . . . . . . 13 Y. 13 `/. Vacation. . . . . . . . . . . . . . 1. 00 1. 00 Other(Legal ). . . . . . . . . . 1 Y. 1 Listed supplements apply to ALL classifications ( x )Yes ( )No. 4-1298 LATHER WAGESCpar hour) 7/01 /86- 6/30/87 Lather CWood Wire 8 Rai nforci ng). 22. 63 OVERTIME PAY: See C C, 0 ) on OVERTIME PAGE attached. PAID HOLIDAYS: Sea C 1 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: Apprentice( s) to Journeymen ( 1 - 5 ) APPRENTICES: C 1 ) Year terms at the following percentage of Journeyman' s wage. 1ST. 2ND. 3RD. 40% 75'/, 85% SUPPLEMENTAL BENEFITS: Cper hour worked) Health/Welfare. . . . . . . . = 1. 745 *1. 745 Pens i on. . 985 * . 98S Apprentice Training. . . . 0a *. 08 Vacation. . . . . . . . . . . . . . 2. 00 *apply% Annuity. . . . . . . . 3. 50 *apply% Scholarship Fund. . . . . . . 04 * . 04 • Listed supplements apply to ALL classifications C )Yes ( x )No. 7t Apprentice supplements appear in second column. 8-46 • PREVAILING RATE SCHEDULE ( * )See NOTICE PAGE ATTACHED State of Now York Case Number Bureau of Department of Labor 8603874 Public Work 3E-7/01/85 thru 6/30/86 Published - 5/30/136 SUFFOLK COUNTY Page 8 MASON/TILE/TERRAZZO WA (par hour) 1/O1/86- S/31/86 Building: Bricklayer. . . . . . . . . . . . ; 20. 14 OVERTIME PAV: See ( C, R ) on OVERTIME PAGE attached. SAID HOLIDAY: See C 1 ) on HOLIDAY PACE attachod. ALLOWABLE RATIO: Apprentice( s) to Journeymen C 1 - 10 ) APPRENTICES: ( 750 hours ) terms at the following percentage Of Journeyman' s wage. 1ST. 2ND. 3RD. 4TH. STH(SOOHR) 6TH(SOOHR) SOY. 60% 70% 801/1 90/ 95Y SUPPLEMENTAL BENEFITS: Cper hour worked) Health/Welfare. . . . . . . . ; 1. 88 *1. 88 Pension. . . . . . . 2. 64 S2. 64 Apprentice Training. . . . 20 * . 20 Annuity. . . . . . . . . . . . . . . 2. 05 * . 50 Listed supplements apply to ALL classifications C x )Yes C )No. ( ; ) Apprentice Benefits appear in second column 8-NYDC WAGESCper hour) 7/01/85- 7/01/86- 6/30/86 6/30/87 Cement Finisher. . . . . . . 18. SS Additional OVERTIME PAY: See C C ) on OVERTIME PAGE attached. PAID HOLIDAY: Sao C 1 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: Apprentice(s) to Journeymen ( 1 - 10 ) APPRENTICES: ( 1/2 ) year terms at thq following percentage of Journeyman' s wage. 1ST. 2ND. 3RD. 4TH. STH. 6TH. SOY. 601A 7 0 A 80/ 90/ 9S/ SUPPLEMENTAL BENEFITS: (per hour worked) Health/Welfare. . . . . . . . ; 2. 11 1. 40 Pension. . . . . . 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(Per 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: See C A, 0 ) on OVERTIME PAGE attached. PAID HOLIDAY: Sae C 1 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: Apprentice(s) to Journeymen C 1 - 1 ) C 1 - 4 ) SUPPLEMENTAL BENEFITS: (per hour worked) Health/Welfare. . . . . . . . ; 3. 90 1. 00 . 75 Pension. . . . . . . -. -- to be to be Apprentice Training. . . . 01 allotted allotted Vacation. . . . . . . 2. 72 at later at later Scholarship Fund. . . . . . . 01 date. date. Listed supplements apply to ALL classifications C x )Vas C )No. 4-852 • • PREVAILING RATE SCHEDULE C * )See NOTICE PAGE ATTACHED State of New York Case Number Public Bureau of Mork Department of Labor 8603874 _ 3E-7/U1/85 thru 6/30/86 Published - 5/30/86 SUFFOLK COUNTY Page 9 Mason Ccont) WAGES(Per hour) 1/01/86- 7/01/8G- 1/01/87- 6/30/86 12/31/86 6/30/87 Building: Mosaic 8 Terrazzo Worker. . 19. 60 19. 95 Addi ti oha 1 OVERTIME PAY: See C B, 0 ) on OVERTIME PAGE attached. PAID HOLIDAY: See ( 1 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: Apprentice( s3 to Journeymen ( - ) C ) APPRENTICES: C 1/2 ) year terms at the following percentage of Journeyman' s wage. 1 5T. 2ND. 3RD. 4 T H. 5T H. 6T H. 45Y, SOY. 60% 70% 80% BS'/. SUPPLEMENTAL BENEFITS: (par hour worked) Health/Welfare. . . . . . . . ; 1. 48 1. 48 71 Pens i on. . 2. 90 3. 2S a t totted Supp. unemploy. Bensfit. . 45 . 45 later. Listed supplements apply to ALL classifications C x )yes C )No. 8-3 WAGES(per hour) 16 308/86 712/31//86 1608 /30/87 Building: Mosaic and Terrazzo Helper. . . . . 18. 11 Additional Additional OVERTIME PAY: See ( B, 0 ) on OVERTIME PAGE attached. PAID HOLIDAY: See ( 1 ) on HOLIDAY PAGE attached. SUPPLEMENTAL BENEFITS: Cper hour worked)' 80 Health/Welfare. . . . . . . . = 1. 48 . 79 Pension. . . . . . . . . . . . . . . 2. 90 to be to be Supp. unamploy. Benafit. . 45 allotted allotted Vacatlion. . . . . . . . . . . . . . . 50 later. later. Listed supplements apply to ALL classifications C x )Yes C )No. 8-3S WAGES(par hour) 12/02/85- 5/2S/86 Building: Tile Setter. . . . . . . . . . . 19. 03 OVERTIME PAY: Sea ( A, 0 ) on OVERTIME PAGE attached. PAID HOLIDAY: Sea C 1 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: APPrentiCO( s ) to Journeymen ( 1 - 1 ) C 1 - 2 ) APPRENTICES: ( N/A ) year terms at the following percentage of Journeyman' s wage. 1ST. 2NO. 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/Walters. . . . . . . . * 2. 18 Pension. . . . . . . . . . . . . . . 2. 25 Vacation. . . . . . . . . . . . . . 1. 625 Listed supplements apply to ALL classifications ( x )Yes ( )No. 8-52 WAGESCper hour) 16/01/87- 08 11/30//86 5/31/87 5/29/88 BuI 1 di ng: 18. 36 18. 36 Tile Layer Helper• • • • • * 18. 36 • OVERTIME PAY: See ( A, 0 ) on OVERTIME PAGE attached. PAID HOLIDAY: Sea ( 1 ) on HOLIDAY PAGE attached. SUPPLEMENTAL BENEFITS: (per lh7ur worked) 1. 75 1. 75 Health/Welfare. . . . . . . . * 1. 42 1. 42 1. 42 Pension. . . . . . . . . . . . . . • 1. 00 1. 9S 3. 20 Annuity. . . . . . . . . . . . ALL classifications ( x )Yes ( )No. 8-8 Listed suPPlements apply to PREVAILING RATE SCHEDULE C * )See NOTICE PAGE ATTACHED State of New York Case Number Bureau of Oepartmant of Labor Public Work 8603874 3E-7/01/85 thru 6/30/86 Published - 5/30/86 SUFFOLK COUNTY Page 10 Mason (cont. ) WAGES per hour) 1/01/86- 7/01/86 Watarproofer(Masoh) 6/30/86 6/30/87 and Tuckpoi nter. . . s 18. 65 19. 90 5andbla6ti ngCMason). . . 17. 70 113. 95 Staamcleaning(Mason). . 17. 05 18. 30 OVERTIME PAY: See C ) on OVERTIME PAGE attached. PAID HOLIDAY: Sae ( ) On HOLIDAY PAGE attached. ALLOWABLE RATIO: Apprenticg( s) to Journeymen C 1 - 5 ) APPRENTICES: C 1 ) year terms at the following percentage of Journeyman' s wage. 1ST. 2ND. 3RD. 55x. 70Y. 85% SUPPLEMENTAL BENEFITS: Cper hour worked) Hea l th/We l fare. . . . . . . . 6 1. 75 *1. 75 1. 75 *1. 75 Pans i on. . . . . . . . . . . . . . 3. 00 *1. 75 3. 00 *1. 7S Benefit Fund. . . . . . . . . . 10 Y. a 69 10 i * 69 Training Fund. . . . . . . . . . 0a * 08 . 08 * 08 Annui ty. . . . . . . . . . . . . . . 2. CO * 55 2. 00 * 55 Listed supplements apply to ALL classifications C )yes C x )No. i Apprentice supplements appear in second column. 4-66w WAGES(par hour) 1/01/86- 7/01/86- 6/30/86 Stone Mason. . . . . . . . . . . 4 21. SO OVERTIME PAY: See C A, M ) on OVERTIME PAGE attached. PAID HOLIDAY: Sea C 1 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: Apprentices) to Journeymen ( - ) APPRENTICES: C 1/2 ) year terms at the following percentage of Journeyman' s 1ST. 2ND. 3RD. 4TH. STH. 6TH. 7TH. 8TH. wage. SOY. 55 Y. SOY. 65% 70Y. 80/ 90/. 95'/. SUPPLEMENTAL BENEFITS: Cper hour worked) Health/Welfare. . . . . . . . $ 2. 75 Pan$ ion Annuity. . . . . . . . . . . . . . . 2. 00 Listed supplements apply to ALL classifications C x )Yes ( )No. 8-33 WAGES(per hour) 1/01/86- 7/01/86- 6/30/86 12/31/86 Stone Setter. . . . . . . . . . $ 20. 08 20. 47 OVERTIME PAY: See C C, M ) on OVERTIME PAGE attached. PAID HOLIDAY: Sea C 1 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: Apprehtice( s) to Journeymen C 1 - 10 ) APPRENTICES: ( 1/2 ) year terms at the following percentage Of Journeyman' s wage. 1ST. 2ND. 3RD. 4TH. STH. 6TH. 7TH. 8TH. 50% 55x. 60% 65Y. 70x. 80x. 90% . 95% SUPPLEMENTAL BENEFITS: Cper hour worked) Health/Welfare. . . . . . . . = 1. 60 1. 70 Pans i on. . . . . . . . . . . . . . . 1. 60 1. 80 Security Benefit. . . . . . . 60 60 Apprentice Training• • . 10 . 10 Vacation. . . . . . . . . . . . . . 2. 00 2. 00 Annuity. . . . . . . . . . . . . . . 4. 00 4. 25 Listed supplements apply to ALL classifications ( x )Yes C )No. 8-84 PREVAILING RATE SCHEDULE C * )See NOTICE PAGE ATTACHED State of Now York Case Number Bureau of [)apartment of Labor 8503874 Public Work 3E-7/01/85 thru 6/30/86 Published - 5/30/86 SUFFOLK COUNTY Page 11 Mason (cont. . ) WAGES(par hour) 7/01/86- 1/01/87- 12/31/86 6/30/87 Derrickman/Rigger. . . . ; 19. 11 Additional OVERTIME PAY: See ( C, 0 ) on OVERTIME PAGE attached. PAID HOLIDAYS: Sea ( 1 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: Apprahtice( s) to Journeymen C 1 - 10 ) APPRENTICES: C 1/2 ) Veer, terms at the following percentage of Journeyman' s wage. 1ST. 2ND. 3RD. 4TH. STH. 6TH. 50Y. 60Y. 70 Y. 80% 90% 901A SUPPLEMENTAL BENEFITS: (per hour workad) Health/Welfare. . . . . . . . ; 1. 63 . 89 Pansi0h. . . . . . . . . . . . . . . 2. 42 to be Apprantica Training. . . . 10 allotted Vacation. . . . . . . . . . . . . . 2. 50 at later Annuity. . . . . . . . . . . . . . . 5. 00 date. Listed supplements apply to ALL classifications C x )Vas C )No. 8-197 WAGES(par 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: Apprentices) to Journeymen C - ) C - ) ( - ) APPRENTICES: C 1/2 ) Veer terms at the following percentage of Journeyman' s wage. 1ST. 2ND. 3RD. 4TH. STH. 6TH. 7TH. 8TH. SOY, 55% 601A 65% 7 0 A 80/ 901/. 95% SUPPLEMENTAL BENEFITS: Cper hour worked) Health/Wolf ara. . . . . . . ; . 96 Pension. . . . . . . . . . . . . . . 1. 18 Supp. Unemp10V- 8anafit. . 10 Vacation. . . . . . . . . . . . . . 2. 10 Annuity. . , . . . . . . . . . . . . 2. 50 Listed supplements apply to ALL classifications ( x )Yes ( )No. 8-1 WAGES(per hour) 1/01/86- 6/30/86 Building: Marble Cutters d Setters. . . . . . . . . . . . . 16. 75 OVERTIME PAY: See C B ) on OVERTIME PAGE attached. PAID HOLIDAY: See ( 5, 6, 8, 10, 1S ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: Apprentica( s) to JourneVmen C - ) ( - ) ( - )• APPRENTICES: C 1/2 ) year terms at the following percentage of Journeyman' s wage. 1ST. 2ND. 3RD. 4TH. STH. 6TH. 7TH. 8TH. SOY. SKY 60Y. 65% 70 Y. 80`/. 9 0 A 95`/. SUPPLEMENTAL BENEFITS: (pr hour worked) Health/Welfare. . . . . . . ; 96 Pension. . . . . . . 1. 18 Supp• Unempl OV- Behef i t. . 90 Vacation. . . . . . . . . . . . . . 2. 50 Annuity. . . . . . . . . . . . . . 3. 50 Listed supplements apply to ALL classifications ( x )yes C )No. B-4 PREVAILING RATE SCHEDULE C a )See NOTICE PAGE ATTACHED Bureau of Stets of New York Case Number Public Work Department of Labor 8603874 3E-7/01/85 thru 6/30/886 Published - 5/30/86 SUFFOLK COUNTY Page 12 Mason (cont. . . ) WA(; (per hour) 1/O1/BG- 6/30/86 Marble Helper. . . . . . . . . i 16. 47 Crane Operator. . . . . . . . 16. 47 16. 47 Marble Rigger. . . . . . . . . OVERTIME PAY: See C B ) on OVERTIME PAGE attached. PAID HOLIDAY: See C S, 6. 8, 10, 15 ) on HOLIDAY PAGE attached. ] C - J. ALLOWABLE RATIO: Apprentica( s) to Journeyman C -Percentage of Journeyman' s wage. APPRENTICES: C 1/2 ) year terms at the following p 1ST 2ND. 3RD, 4TH. STH. 6TH. 7TH. 8TH. SO% SS Y. 60% 65Y. 70% BO% 90% 95% SUPPLEMENTAL BENEFITS: (per hoouur worked) Health/Welfare. . . . • • . • 8 1. 16 Pension. . . . . . . . . . . . . . . Supp• unamploy. Benefit. . 4S Vacation. . . . . . . . . . . . . . 2. 70 Annuity. . . . . . . . . . . . . . . 3. 40 Listed supplements apply to ALL classifications ( x )Yes C )No. 8-10 PAINTER WAGES per hour) 4/ 01/86- 6/30/86 Stee I : 20. 50 Steel . . . . . . . . . . . Spray. . . . . . . . . . . . 22. 00 , '• Sandblasting. . . . . 22. 00 •• Power Tool . . . . . . . 22. 00 OVERTIME PAY: Sea C A. E. 0 ) on OVERTIME PAGE attached. PAID HOLIDAV: Sae C 1 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: Apprentices) to Journeymen ( 1 - 10 ) APPRENTICES: ( 1 ) year terms at the following percentage of Journeyman' s wage. 1ST. 2ND. 50% 65 Y. SUPPLEMENTAL BENEFITS: (per1hour worked) Health/Welfare. . . . . • • = 13 % Pension. . . . . . . . . . . . . . . Apprentice Training. . . 162/Y. Vacation. . . . . . . . . . . . . . Y. A n h U i t V• • • • . . . . • • • . • • Listed supplements apply to ALL-classifications-(- - x-)Yes-( )No. 8-806 WAGES(per, hour) 2/01/86- 7/31/86 Drywall Taper. . . . . . . . . $ 18. 61 OVERTIME See C 1 )OOVERTIME Pattached. on HOLIDAYPAGEattached� ALLOWABLE RATIO: Apprentice( s ) to Journeymen ( - ) APPRENTICES: ( 1/2 ) year terms at the following Percentage of JOUrh3yman• s wage. 1ST. 2ND. 3RD. 4TH. 50% 60% 75% 90% SUPPLEMENTAL BENEFITS: (Por hour, worked) Health/Welfare. . . . . . . . $ 2. 17 s13% -. 2s Pans i on. . . . . . . . . . . . . . . . 71 *. 71 • Vacation. 9 % * 9 V. Annuity. . 10 Y. x10 Y. Apprentice Training. . . 01 i . 01 )Yes Listed supplements apply to ALL classifications ( ( x )No. B-1974 (*)Apprentice Banefits appear-in-second-column_----------- 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 13 Painter (cont) WA (per hour) 5/01/66- 3/31/87 Brush. . . . . . . . . . . . . . . . . . 17. 68 Structural Steel /Bridge 21. 72 Spray, Scaffold. . . . . . . . 19. 76 Sandblasting. . . . . . . . . . . 21. 72 Paper Hanger. . . . . . . . . . . 17. 68 OVERTIME PAY: See C C, 0 ) on OVERTIME PAGE attached. PALO HOLIDAY: Sae C 5, 6 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: Apprentice( s ) to Journeymen C 1 - S ) APPRENTICES: ( 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) Hea I th/Wa 1 fare. . . . . . . . * 2. 18 *1. S8 Pension. . . . . . . 1. 40 #1. 40 Apprentice Training. . . . 30 * . 30 Vacation. . . . . . . . . . . . . . 1. 55 * . 78 Annuity. . . . . . . . . . . . . . . 1. 95 * . 98 Other CLagal ). . . . . . . . . . 15 # . 15 Safety 8 Health. . . . . . . . 30 . 30 Listed supplements apply to ALL classifications ( x )yes C )No. (*) Apprentice Supplements appear in second column. 4-1486 PLUMBER WAGES(par hour) 7/01/86- 1/01/87- 7/01/87- 1/01/88- 12/31/86 , 6/30/87 12/31/87 6/30/88 Plumber. . . . . . . . . . . . * 21. 00 21. 50 22. 15 22. 75 OVERTIME PAY: See C C. 0 ) on OVERTIME PAGE attached. PAID OLIDRV: See ( 1 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: ApprenticeCs ) to Journeymen ( 1 - 5 ) APPRENTICES: C 1 ) year terms at the foilowing wage. 1ST. 2ND. 3RD. 4TH. 9. 45 10- 50 13. 65 14. 70 for 7/01/86 to 12/30/86 9. 68 10. 7S 13. 98 15. 05 for 1/01/87 to 6/30/87 9. 97 11. 08 14. 40 1S. 51 for 7/01/87 to 12/31/87 10. 24 11. 38 14. 79 15. 93 for 1/01/8B to 6/30/88 SUPPLEMENTAL BENEFITS: (per hour worked) Health/Welfare. . . . . . . . $ 1. 74 *1. 06 1. 89 *1. 15 1. 94 *1. 18 2. 00 *1. 22 Pension. . . 3. 7S *2. 36 4. 20 *2. 63 4. 39 *2. 74 4. 56 *2_ 89 Apprentice Trai hi ng. . . . 3a * . 25 . 38 * . 2S . 39 * . 26 . 39 * . 26 Vacation. . . . . . . . . . . . . . 1. 30 * . 75 1. 30 * . 75 1. 30 * 75 1. 30 * 75 Annui ty. . . . . . . . . . . . . . . 714 *. 375 . 714 #. 375 . 86 * 45 1. 00 * 53 Listed supplements apply to ALL classifications ( )yes ( x )No. s Apprentice Clst year) supplements appear in second column. 4-77S STEAMFITTER/SPRINKLER FITTER WAGES(par hour) 1/01/86- 7/01/86 Steam Fitter. . . . . . . . . . * 21. 85 Sprinkler Fitter. . . . . . 21. 85 PVRIDTIME PAY: See ( C. 0 ) on OVERTIME PAGE attached. PAHOLIDAY: Sea C 1 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: Apprentice( s) to Journeymen C 1 - 3 ) APPRENTICES: C 1/2 ) year terms at the following percentage of Journeyman' s wage. 1ST. 2ND. 3RD. 4TH. STH. 6TH. • 40% 40% SOY SO% 60'/, 6S/ SUPPLEMENTAL BENEFITS: Cper hour worked) Health/Welfare. . . . . . . . ; 2. 00 *e % Passion. . . . . . . . . . . . . . . 1. 60 *s Y. Security Fund. . . . . . . . . 2. 50 *• % Training Fund. . . . . . . . . . 07 *. 07 Vacation. . . . . . . . . . . . . . 2. 00 Listed supplements apply to AL! classifications C )Vas C x )No. # Apprentice supplements appear in second column. 8-638s/s • PREVAILING RATE SCHEDULE C * )See NOTICE PAGE ATTACHED State of New York Gose Number Bureau of Department of Labor Public Work 8603874 _ _ 3E-7/01/aS thru 6/30/86 Published - 5/30/86 SUFFOLK COUNTY Page 14 ROOFER WAGESCper hour) 10/01/85- 9/30/86 Roofer. . . . . . . . . . . . . . . $ 15. 99 Waterproofer. . . . . . . . . . . 15. 99 OVERTIME PAY: See C A, 0, E ) on OVERTIME PAGE attached. PAID HOLIDAY: See C 1 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: ApprenticeCs ) to Journeymen C 1 - 6 ) APPRENTICES: C 1/2 ) year terms at the following percentage of Journeyman' s wage. 1ST- 2ND. 3RD. 4TH. 5TH. 6TH. 60% 65% 70% 75% 80% BSY.. SUPPLEMENTAL BENEFITS: Cpar hour worked) Hoa 1 th/We I fare. . . . . . . . $ 2. 86 * _ % Pens i on. . . . . . 2. 49 * Y. Apprentice Training. . . . 03 * 03 Vacation. . . . . . . . . . . . . . 2. 92 * _ Annuity. . . . . . . . . . . . . . . 1. 48 * • Y. Listed supplements apply to ALL classifications C )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_: C 1 /2 ) year terms at the following percentage of Journeyman' s wage. 1ST. , 2NO. 3RD. 4TH. 5TH. 6TH. 7TH. 8TH. 404 45 Y. 50% 55% 60'/. 65Y -7 0,'/. B0 Y. SUPPLEMENTAL BENEFITS: Cper hour worked) Health/Welfare. . . . . . . . $ 2. 152 *_ Pension. . . . . . . . . . . . . . . 2. 08 *_ Y. Supp l . Unamp l oy. 8enef i t . 11 *_ '/. Vacation. . . . . . . . . . . . . . 1. 50 *_ Annuity. . . . . . . . . . 2. 65 *_ Education Fund. . . . . . 18 *_ V. Listed supplements apply to ALL classifications ( )Yes ( x )No. * Apprentice supplements appear in second column. 8-2B WELDER Welder To be paid the rate of the mechanic performing the work . 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 OVERME PAY: See ( 8, E, P, T ) on OVERTIME PAGE attached. • PAT ID HIOLIDAY: use C 5, 6, 7, 11, 12 ) on HOLIDAY PAGE attached. SUPPLEMENTAL BENEFITS: (per hour worked) Hea 1 th/Wa 1 faro. . . . . . . . $ 3. 00 *3. 00 Pension. . . . . . . . . . . . . . . 2. 8525 *2. 50 Annui ty. . . . . . . . . . . . . . . 3. 3125 *3. 00 Listed supplements apply to ALL classifications C )Yes ( x )No. C * )Appropriate supplemental benefits listed in second column. 8-282nsh • PREVAILING RATE SCHEDULE C * )See NOTICE PAGE ATTACHED State of New York C:.se Number Bureau of Dep artmant of Labor 8603874 Public Work 3E-7/01%85 thru 6/30/86 Published - 5/30/86 SUFFOLK COUNTY Page 15 SIGN ERECTOR WAGES par hour) 11/1/85- 6/30/86 Sign Erector. . . . . . . . . ; 16. 65 OVERTIME PAY: Sea C A ) on OVERTIME PAGE attached. PAID HOLIDAY: SOO ( 5, 6, 10, 11, 12, 16 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: AppranticaCs ) to Journeymen C 1 - 1 ) C 1 - 4 ) APPRENTICES: Ci/2 ) year terms at the following percentage of Journeyman' s wage. 1ST. 2ND. 3RD. 4TH. 5TH. 6TH. 7TH. 8TH. 9TH 10TH ID% 45Y. SOY. SSY. 60% 65% 70`/. 75`/. 80% 85% SUPPLEMENTAL BENEFITS: Cper hour worked) 1st Yr Health/Welfare. . . . . . . . ; 7 Y. *. 46 Local Pension. . . . . . . . . a Y *2 % National Pension. . . . . . . 35 *. 35 Apprentice Training• • • . 09 *. 09 Vacation. . . . . . . . . . . . . . 6 / *2 Annuity. . . . . . . . . . . . . . . 1. 71 *-• -- Other. . . . . . . . . . . . . . . . . EmpSS *EmpSS Listed supplements apply to ALL classifications C x )Yes C )No. * Apprenticu supplements appear in second column. 8-137 HIGHWAY STRIPER WAGESCpar hour) 4/01/85- 4/01/86- 3/31/86 Painter(Striping-Highway etc. ): Striping-Machine Oper. ; 12. 40 •' HeIpar . . . . . . . . . 11. 00 Linarman. . . . . . . . . . . . . . 12. 85 OVERTIME PAY: See C 8, F, S ) on OVERTIME PAGE attached. PAID HOLIDAY: See C 5. 6, B, 10, 11, 12, 15, 16 ) on HOLIDAY PAGE attached. SUPPLEMENTAL BENEFITS: Cper hour worked) Health/Welfare. . . . . . . . ; 8 Y. Pens i On. . . . . . . . . . . . . . . 4 Y. Vacation. . . . . . . . . . . . . . 7 Y Listed supplements apply to ALL classifications ( x )yes ( )No. B-230 TREE TRIMMER WAGES(par hour) 10/1/85- 9/30/86 Tree TriMMer: Trimmer-T 7 (start). . . ; 7. 7S -T 6 after 6 mo. 8. 32 -T S " 12 mo. a. 54 -T 4 18 mo. B. 93 -T 3 24 mo. 9. 70 " -T 2 " 30 mo. 10. 14 -T 1 •• 36 mo. 11. 56 Ori Val', Groundsman. . . . . . 9. 53 OVERTIME PAY: See ( B, E, 0 ) on OVERTIME PAGE attached. PAID HOLIDAYS: See (5, 6, 7, 8, 11, 12, 18, 19)) on HOLIDAY PAGE attached. SUPPLEMENTAL BENEFITS: (per hour worked) Health/welfare. . . . . . . . ; Contr. Provide H. 8 W. + ;10, 000 Life Ins. Annuity. . . . . . . . . . . . . . . . 35 Holidays. . . . . . .. . . . . . . (12 paid). Vacation - after 15 mo. /1 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 ( )No. 4-1049t • PREVAILING RATE SCHEDULE C * )See NOTICE PAGE ATTACHED State of New York Case Number Bureau of Department of Labor Public Mork 8603874 3E-7/01/BS thru 6/30/86 Published - S/30/86 SUFFOLK COUNTY Page 16 SURVEY CREW WA : Cper hour) 7/01/85- 7/01/86- 6/30/86 6/30/67 Survey Rates-Building: Party Chief. . . . . . . . . 17. 80 *1. 54 Instrument Man. . . . . . 1S. 67 *1. 40 Rodman/Cha I nman. . . . . 10. 74 *1. 09 OVERTIME PAY: See C ) on OVERTIME PAGE attached. PAID HOLIDAY: See C ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: Apprentices) to Journeymen C - ) C - ) C - )• SUPPLEMENTAL BENEFITS: (Par hour worked) Haalth/Welfare. . . . . . . . 1. 10 * to Pans ion. . 90 be Apprentice Training. . . . 20 allotted Vacation. . . . . . . . . . . . . . 1. 00 at later Annuity. . . . . . . . . . . . . . . 3. 25 date. Listed supplements apply to ALL classifications ( x )Yes C )No. 8-150bns ------------------------------ 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 OVERTIHME PAY: See ( ) on OVERTIME PAGE attached. PAID OLIDAY: Sea ( ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: Apprentice( $) to Journeymen C - ) C - ) C - )• SUPPLEMENTAL BENEFITS: (Per hour worked,) Haalth/Welfare. . . . . . . . 1. 10 ' * to Pension. . . . . . . . 90 be Apprentice Training. . . . 20 allotted Vacation. . . . . . . . . . . . . . 1. 00 at later Annui.ty. . . . . . . . . . . . . . . 3. 25 date. Listed supplements apply to ALL classifications C x )yes C )No. 8-1SOns DRILLING WACES(per hour) 10/17/BS- 10/16/86 Core Drilling: Driller. . . . . . . . . . . . i 13. 90 •• Helper. . . . . . . . . . 12. 14 OVERTIME PAV: See ( 8, E ) on OVERTIME PAGE attached. PAID HOLIDAYS: See ( 5, 6 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: Apprahtice(s) to Journeymen C - ) SUPPLEMENTAL BENEFITS: Cpar hour worked) Health/Welfare. . . . . . . . = 1. 66 Pension. . . . . . . . . . . . . . . 1. 30 Vacation. . . . . . . . . . . . . . . 19 Listed supplements apply to ALL classifications C x )yes C )No. 8-1536 ------------------------------ MAGE (per hour) 8/01/83- 8/01/84- 8/01/85 7/31/a4 7/31/85 7/31/86 well Dri I ler: OrIIIor. . . . . . . . . i 15. 10 Additional Additional •• Ha 1 per. . . . . 13. 10 . 90 . 90 • OVERTIME PAY: See C P ) on OVERTIME PAGE attached. PAID HOLIDAY: See ( S. 6, 10, 12 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: Apprentice( $) to Journeymen ( 1 - 1 ) ( 1 - 6 ) SUPPLEMENTAL BENEFITS: (per hour worked) Health/Welfare. . . . s 9 % to be to be Pension. . 2. 75 allocated allocated Holiday Fund. . . . . . . . . . . 46 later. later. Listed supplements apply to ALL classifications C x )Vag ( )No. 4-138well • 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 17 POWER EQUIPMENT OPERATOR WAGES par hour) 7/01/85- 7/01/86- Building: 6/30/86 6/30/87 Hoist(Multiple Platform) 21. 90 22. 90 Land Engineer 20. SOS 21. 505 Hoi st(Tandem Platform 20. 28 21. 28 Tower Crane(Enginaar) 19. 86 20. 86 SideBoom Tractor(Usad in tank work) 19. 565 20. 565 Scoop, Carry-611 , 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. 2a Backhoe, Dragline, Gradall , Pile Driver, Shovel 19. 305 20. 30S Elevator, Fork Lift, Hoist, 1 Drum 19. 23 20. 23 Batching Plant(on site of ,Job), Power Winch( used for stone or steel ), Power Winch (Truck Mounted-used for stone or steal ), Pump, Concrete 19. 205 20. 205 Dredge 19. 18 20. 18 Roller, Trench Machine 19. 105 20. 105 Welding Machine, Structural Steel 19. 08 20. 08 Boom Truck, Crane, Crawler or Truck, Conveyor(Multi ), Plant Engineer, Stone Spreader (Self-Propalled) 19. 055 20. 055 Asphalt Spreader 19. 03 20. 03 Fork Lift(Walk Behind, Power Operated) 19. 02 20. 02 Compressor(Structural Steel ) 19. 005 20. 005 Boiler, BulldoZer, Compressor( on Crane), Compressor(Pile Work ), Compressor( stone setting), Concrete Breaker, Conveyor, Generator-Pile Work , Loading Machine(Front End), Maintenance Engineer, Powerhouse, Power Winch( used for other than stone or steel ), Power Winch, Truck Mounted(used for other than stone or steel , Pulvi -Mixer, Pump(Oblo 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. 60S 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 Saw or Cutter, Mixer(with Skip), Mixer(2 Small with or without Skip), Pump(Up to 3 inches), Tractor, Craterpillar or Wheel , 18. 105 19. 105 Scoop(Carry-All Scraper) 19. 48 20. 48 Hydra Hammer, Ridge Cutter. 18. 02 19. 02 Banding Machine, Dinky Locomotive, Ganerator(Small ), Vibrator(1 to 53, 17. 855 113. 85S Power Buggies 17. 73 18. 73 Stump Chipper and Oiler 17. 505 18. 505 Mechanical CompactorCHaod Operated), Trench Machine(Hand) 17. 48 18. 48 OVERTIME PAY: See ( 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 C 1 - 1 ) ( 1 - 6 ) SUPPLEMENTAL BENEFITS: Cper hour worked) Health/Welfare. . . . . . . S 1. 92 1. 92 Pans i on. . 2. 75 2. 75 Supp. Unomp 1 . Banef i t. . . 20 . 20 Apprentice Training. . . 25 . 2S Annuity. . . . . . . . . . . . . . 1. 50 1. 50 • Other. . . . . . . . . . . . . . . . 25 . 2S Llstad supplements apply to ALL classifications C )vas-C )No. 4-138b --------'-- • 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 lB Operating Engineer (cont) MAG (per hour) 7/01/85- 7/01/86- 6/30/B6 6/30/B7 HEAVY / HIGHWAY: Lead Engineer 21. 13 22. 13 Scoop(Carry-AII , Scraper in Tandem), Tower Crane(Enginoar), 19. 65S 20. 655 Backhoe, CranaCStone Setting), ,' Craho(Structural Steel ), Dragline, Gradall , Pile Driver, Road Paver, shovel 19. 40 20. 40 Batching PlantCoh site of ,Job), CraneCon Barge), Sideboom Tractor( usad in tank work), Tank Work 19. 25S 20. 255 HoistC3 Drum), Power Winch(Truck Mounted-used for stone or steel ), Power WinchCused for stone setting and/or structural steel ), Trench Machine 19. 245 20. 245 Asphalt Spreader-, Boom Truck, 801-ing Machine( other than Post Holes), CMI or Maxim Spreader, Crano(Crawler or Truck), Concrete Spreader, Conveyor, Multi , Plant Engineer, Sideboom Traetor, Stone SprQadQr(sQlf propelled) 19. 03 20. 03 Boring Machine, Post Holes 18. 97 19. 97 Compressor(Stone Setting), CompressorCStructural Steel ), Welding Machine( structural steel ) 18. 91S 19. 915 Dredge 18. 86S 19. BGS Work Boat 18. 855 19. 855 Compressorcon Crane), CompressorcPile Work ), Generator-Pile Work , Hoist, ? Drum, Loading MachineCFront-End), Powerhouse, Power Winch( Truck Mounted-used for other than stone or stQQI ), POWQr Wihch(other than stone or struct. steel ), Welding Machine, Pile Work 18. 755 19. 755 Mechanical Compactor, Machine Arawh, Roller( over 5 Ton) 18. 57 19. 57 Boi I er 1B. 53 , 19. S3 Pump, Concrete - 16. 49 19. 49 Comprassorc2 or more in battery 1B. 45 19. 4S Grader 18. 435 19. 435 Bulldozer, Concrete Finishing Machine, Conveyor, Curb Machine, Asphalt or, Concrete, Curing Machine, Dinky Locomotive, Fircimah, ForK Lift, Hoist, l Drum, Load; ngMachihe, Maintenance McChihe, PUIVi -Mixer, Pump(4 inches or over), Pumps(Hydraulic, Jet, Submersible and Well Point), R011er(S ton an, under), Scoop, Carry-AII , Scraper, Maintenance Man, Vac-All , Welding 8 SUrhing 18. 22 19. 22 Generator 18. 14 19. 14 Portable Heaters 18. 4395 19. 4395 Compressor, Mulch Machine, Pin Puller, Pump(Doublo Action DiaphragM), Pump-Gypsum, Pump(Siogle Action 1 to 33, Striping Machine, Welding Machine 17. 845 18. 84S Powerbroom 17. 27S 18. 275 Concrete Saw or Cutter, Fork Lift, Walk Behihd, Power Operated, Hydra Hammer, Mlxer(wlth Skip), MixerC2 Small with or withour Skip), Power Buggies, Power Grinders, Concrete Breaker, Ridge Cutter 17. 13 18. 13 Vibrator(1 to 5) 16. 925 17. 925 Oiler, Root Cutter, Stump Chipper, Oiler, Track Tampar(2 Ehginears, Each), Deck Hand 16. 82 17. 82 Generator(6mall ) 16. 815 17. 815 Banding Machine, PUMP, CQhtrifUgal ( Up to 3 inches), Trench MachineChand) 16. 78 17. 78 Tractor, Caterpillar or Wheel 16. 605 17. 605 OVERTIME PAY: Sae ( D, 0 ) on OVERTIME PAGE attached. PAID HOLIDAY: See ( 5, 6, 7, 11, 12 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: Apprentices ) to JOUrhQyMQh ( 1 - 1 ) ( 1 - 6 ) SUPPLEMENTAL DENEFITS: (per hour worked) Health/Welfare. . . . . . . . = 1. 92 1. 92 Pens i on. . . . . . . . . . . . . . . 2. 7S 2. 75 • Suppl . Unemploy: BehefIt 20 20 Apprentice Training. . 25 25 Annui ty. 1. 50 1. SO Other. . . . . . . . . 25 . 2S Listed supplements apply to ALL classifications C x )Yes C )No. 4-138h • 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 19 MARINE CONSTRUCTION WA (per hour) 10/01/85- 9/30/86 HVdroullc Dredge: Lovermah 16. 41 Engineer 16. 24 Mai nt. Engi hear 16. O1 Derrick Oper. 16. 24 Chief Mate on Or edge 16. 01 Mate 15. 00 DockHand 13. 36 Oi 1 er 13. 84 Fireman 13. B4 Shoremah 13. 36 Boat Captain 15. 10 ------------------------- Tug Boats: Tug Master 15. 78 Tug Captain 15. 10 Tug Chief Engi hear 15. 38 Tug Engineer 15. 10 Tug Dockhand 13. 52 --------------- ---------- Dipper and Clamsholl Dredges: Operator 16. 69 Craheman 16. 24 Engineer 16. 56 Mai nt. Engi neer 16. 01 Mate 15. 00 'Dockhand 13. S2 Oi ler 13. 84 Boat Master 15. 7a Boat Captain 15. 10 ---------------- --- ------ OVERTIME PAY: See ( B, E, P, S ) on OVERTIME PAGE attached. PAID HOLIDAY: Sea ( 5, 6, 10, 15 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: Apprentice( s ) to Journeymen ( - ) ( - ) ( _ ) The following SUPPEMENTAL 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. . . . . . . . . . . . . . . 1 . 90 Vacation. . . . . . . . . . . . . . .7 Y. 4-2Sa WAGES(por hour) 10/01/85- 9/30/86 Drill Boat: Engineer 17. 77 Blaster 17. 96 Driller-Molder/Machanic 17. 78 Fireman 17. 7B Oiler 17. 01 Helper 17. 01 OVERTIME PAY: See ( B, E, P, S ) on OVERTIME PAGE attached. PAID HOLIDAY: See ( S, 6, 10, 15 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: Apprentices) to Jourheymen ( SUPPLEMENTAL BENEFITS: (per hour worked) • Health/Welfare: : : : : : : : ; 1. 43 1. 43 Pension BO 90 Vacation. . one day for 20 days worked( for both periods ) Listed supplements apply to ALL classifications ( x )vos ( )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 6/11/86 Page 1 LIST OF EMPLOYERS INELIGIBLE TO BID ON OR BE AWARDED ANY PUBLIC WORK 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, from the dated of debarment. or public body for a period of five years Below is a list of the employers who have been debarred. CONTRACTOR Number Data Date Fiscal Bart-ad of of 1st of Last Officer Until Daterm' s Wilful Wilful ( see Note: ) A. N. C. Heating and Air Conditioning 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 Delevan Ave. , Buffalo, N. V. Garden State BrkFaceC 2 ) 11/2/84 11/2/84 DOL 11/2/89 843 St. George Ave. , Rosel I e, N. J. Mid-State Elac. ( 2 ) 5/11/84 , , 11/2/84 DOL 11/2/89 1914 Dwyer Ave. , Uti ca, N. V. J. Tuzzolo 8 Co. ( 2 ) >R # NVC-DOL 5/10/89 136 Elton St. , Brook I yn, N. Y. Paul M. Mal IOn Co. Inc. ( 2 ) 6/03/85 6/12/86 DOL #t 3/10/91 1 Highland Ind. Park Drive, Peekski l 1 , N. Y. 10566 Notes: # Tuzzolo had a willful ) deterMinations rendered against them On 1/30/84 by NYC and 1 additional on 5/10/84 by OOL. ## Oat* 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 Comptro The Bureau of Public Work of the New York State Department of Labor will respond liar. with regard to listings where the Fiscal Officer is listed as "DOL". Reviewed and Approved: NVS Dept of Labor, Counsel Date: 5/29/86 docm: dobarred 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 wort: 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. CUTTING AND PATCHING 86 :07 01045-1 • 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 l 3, 3 PERFORMANCE A. Perform required excavating and backfilling as required under pertinent other Sections of these methodsf uwhich will 1, Perform cutting and demolition by to other portions of the work and pro- prevent damage vide proper surfaces to receive installation of repair and new work. of products to provide 2. Perform fitting and adjusting specified finished installation complying with the tolerances and finishes. END OF SECTION • CUTTING AND PATCHING 01045-3 a6 :0 • 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 01370 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 ag ;0? 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,p pproval, disburse directly to the Contractor. END OF SECTION APPLICATIONS FOR PAYMENT 86:07 011.52-2 • 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 tijnq 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 86107 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 86: 07 01153-2 r • 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 suqgesting 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 • 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 pertinent 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 meet;_ngs 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,,d 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 required 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 acc<!ptable schedule for meetings. PROJECT MEETINGS 66 : 07 01200-1 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 ti--.e same person or persons to represent the Contract(. 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 • PROJECT MEETINGS 86:07 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. 66:07 CONSTRUCTION SCHEDULES 01310-2 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 • 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. ncluded: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 01340-1 • 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 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 SUBDK 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 86 : 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 • --- 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 values 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. END OF SECTION -- SCHEDULE OF VALUES 86 : 47 01370-1 a SECTION 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 01410-1 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 . All 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 schedule, 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 • 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 _use 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. 2 . 5 PROJECT SIGNS A. Allow no signs or advertisiny 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 : 01 01500-3 Alk 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 : 0 / 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 ?rt07 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 80 : )% 01700-1 b. The Architect will subiul t Lit,-: Certificate to the Owner and to the CunLractor 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 Cuntrac- 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 01720; 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 66 :07 01700-2 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 not made previously by Change Orders. 1. 4 INSTRUCTION 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 i 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 stand'afds 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. CLEANING 86 :07 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 al]_ ar- rangements of materials 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 86 : 07 CLEANING 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 y • 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:, determined by the Architect in accor- dance with the General Conditions of the Contract. END OF SECTION • CLEANING 86: 07 01710-4 • 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 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. It 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 • ever, do not rely upon waivers being issued except as specifically issued in writing by the Architect. 3. 2 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 lenc.1thy 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- p7 01720-4 • 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 PROJECT RECORD DOCUMENTS 86 :07 01720-5 J • 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: 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 01045 : Cutting and patching. 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. • 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 02070-1 • 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 requirem-2nts of the public agency or utility having jurisdiction. 2 . Completely remove items scheduled to be so demolished and removed, leaving surfaces clean, solid, a;-id 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 shall 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 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 ,i.n 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 :Q7- 02110-1 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 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, t)ut are not necessarily limited to, General ConditiOns , Supplementary Conditions, and Sections in Division 1 Of these Specifications. 1. 2 QUALITY ASSURANCE to 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 . Cohosi.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 healrhy 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 I to timely and proper completion of the Work. Do not pro- ceed until unsatisfactory conditions 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 tl�e Owner. If existing utilities are found to interFeto with the to re permanent facilities being constructed under this Sec- tion, inunediately notify the Architect and secure his instructions. 5. Do not proceed with permanent relocat.iori 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 becominga nuisance the public, to neighbors, and to other work beingperformed 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 encouintered within the limits of the Work to the lines , grades , and el- evations indicated and specified herein. B. Satisfactory excavated m.iteiials : 1 . 'Transport to, and place in, fill or embankment areas within the limits of the Work. C. Unsatisfactory- 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 Architect 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 COMPACTING 86 :07 02220-4 • h. Stability of excavations : 1. Slope sides of excavations to 1 : 1 or flaLtcr. 2 . Shore and brace where sloping is not possible 1)eCaUSO of space restrictions or stabiliLy of the maLurials being excavated. 3. Maintain sides and slopes of excavations in a safe con- dition until completion of backfilliny . I . Shoring and bracing : 1. Provide materials for. shoring and hracinq as m;iy be necesary for safety of personirul , protection of work , and compliance with requirements of (governmental agen- cies having jurisdiction. 2 . Maintain shoring and bracing in excavations rejardl.ess of the time period excavations will be open . 3. Carry shoring and braci.nkj clown as excavation progresses. J . Excavating for structures : 1. - Conform to elevations and dimensions show,_, within a tolerance of 0. 10 ft, and extending a sufficient dis- tance from footings and foundations to perlkLt placirng 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 jus L- 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 • 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 acla.inst 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 Drawincjs, complying with aggrec7ate 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 underg, "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 of 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 D. Placing and compacting : 1. Place backfill and fill materials in layers not more than 8" in loose de=pth. 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. 4 . Do not place backfill or fill material on surfaces that are muddy, frozen, or containing frost or ice. 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 backfill such walls until , do not 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 gradin( un- 2 . der this Section, including adjacent transition areas . Smooth the finished surfaces within specified tolerance. j. Compact with uniform levels or slopes between points where elevations are shown on the Drawings, or 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 8 ' 0" , 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 3 . U COMPACTING A. Control soil compaction during construction to provide the minimum percentage of density specified for each area as dotormined according to ASTM D1557 . :3. 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 irk place , and as approved by the soil en(Jincer. 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', of maximum den- sity. 3. Walks : a. Compact the top t3" of subgrade and each layer of fill mat_c.r. ial or backfill material at 90'; of maxi- mum density. 4 . -Pavements : a. Compact the top 8" of subgrade and each layer of fill material or backfill maLurial at. 90'., of maxi- mum density . 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. Lo 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 compacted areas are disturbed by suhseque• 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 BG : 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 sjilled workmen who are thoruughly 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 i 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 greaten- 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 describE�d 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 : - TRENCHING, BACKFILLING, AND COMPACTING 02221-2 • u 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 i 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 subgrade 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 : 3011 ; (2) Storm drains : 1811 . C. All areas : (1) Water lines : 3010 ; (2) Natural gas lines : 2414 ; ( 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 : 29 2 . Where utilities are under a concrete structure slab or pavement, the minimum depth need only be sufficie►it to completely encase the conduit or pipe sleeve , and elec- trical long-radius rigid metal conduit riser, provided _it will not interferq 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 materia]. 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 sewer: and 12" over other utility lines. 2 . Take special care in backfilling and bedding operations 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 stormdrains 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, BACKFILLING, 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 PART 2 - PRODUCTS 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. 811 or larger in diameter: Comply with A=TM 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 t:.he 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 0564 for com- pression joints. C. Clay ,pipe and fittings (VCP) : 1. Use extra .strength, bell and spigot, complying with ASTM C200.- ,'.t.', 200. .:;,';,; 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) : I. Comply with ASTM D2680. - SANITARY SEWERAGE SYSTEM 86 : 0:' 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 ai,,l as per Suffolk County Department of Health Services standards . B. Mortar 1 . All required connections to be juude with root tar 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 manufac- tured by NEENAH FOUNDRY . 2 .4 OTHER MATERIALS A. Provide other material:. , not specifically described but required for a complete and proper iu_:tallation , as selected by the Contractor ;.object to the apps-, .val of thf. 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 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 C. Pipe laying:. 1. Protect pipe during handling against shocks and Crcu frill. Remove extraneous material from t.tie EJil:e il►cer- icir. 2. Lily pipe by proceeding upgrade with the spitiat ends of bell-and-spigot pipe pointing in direction of flow. 3. Lay each pipe accurately to the indicated l,.nc 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 all st►rfLaces of the pipe to be JoJ ned. 6. Use lubricants, primers, and adhesives recommL•nded for the purpose by the pipe manufacturer. 7. Place, fit, join, and adjust the joints to obt.iin the degree of water tightness required. 3 .4 BUILDING CONNECTIONS A. Terminate building connections where shown on the Drawings. B. Provide ' temporary closures at terminals where the building „pipe isr riot.; installed. 1 . 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 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 ,vhich 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 t 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 spreaJ as a cush- ion; -. "Visqueen" 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.)gredate, 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 passing 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 Drawinys. When such strengths are not shown on the Dr,,wings, provide the foll0win<i as minimums : 1. Concrete footings 3000 psi 2. Concrete slab on grade: 2000 si I 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. 86: 07 CAST-IN-PLACE CONCRETE 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 c:uncrote. 2 . Position ,,,. support, and secure reinforcement against displacemQnt by forms, construction, and t11e concrete placement operations . 3. Place reinforcement to obtain the requirod coverages for. concrete protection. 4 . Install welded wire fabric in as long lengths as prac- ticable, lappiny 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:MBEDDLD ITEMS A. Do not embed piling, other than electrical conduiL , iii structural concrete. 1. Locate conduit to maintain maximum strength of the structure. 2 . increase the thickness of the concrete .if th, outaido diameter of the conduit exceeds 30'0 of the tnickness of the concrete. B. Set bolts, inserts, and ether required itoiils 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 pro%,,isions 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 part 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 wtt:hheld 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 8b:C'; 03300-4 C. Do not use concrete that has stood for n ver 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. Picparation: 1. Remove foreign matter accumulated in the forms. 2. Rigidly close openings left in the formwork. 3. Wet wood forms sufficiently to tighten up cracks. Wet other material sufficiently to maintain workability of the concrete. 4 . Use only clean tools. 11. 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 its final location so as to avoid separation due to reh"►ndling and flowing . 3. Do not use concrete which becomes non-elastic incl un- workable, or does not meet required clual.i ty control limits, or has been contaminated by fureiyn materials . 4 . Remove rejected cuncrut (( f rum the job :;iLu. 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 36:01' 03300-`.) • 3 . E JOINTS A. Construction joints : 1. Do not use horizontal construction joints except as may be shown on the Drawincls. 2 . If additional construction joints are found to be re- quired, secure the Architect ' s approval. of joint design ,and location prior to start of concrete placement. B. Expansion joints : 1 . Do not permit reinforcement or other erabeddecl 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 FINISIITNG A. i:xcept as may be shown other.wiso on the Drawing:, }provide the following finishes at the indicated locatio►ts . 1 . Scratch finish: a. Apply to monolithic slab surfaces that are to re- ceive concrete floor topping or mortar setting bed . 2 . Float finish: - il . Apply to mono it'hic slab surfaces that are Lo r.e- 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 arm 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. Appy to walks, stairs, drives, ramps, �ind 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 • CAST-IN-PLACE CONCRETE 86:07 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 N[ skilled workmen who are th.)roLrghl.y 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 wore: 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 seater is called for on the Drawings or Schedules , provide "A-H CLEAR CURE" manufactured by Anti Hydro Company, 265-277 Badger Avenue, Newark, N.J . 07108. • CONCRETE SEALING 86 : 07 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 detrimental. to timely and proper completion of the Work. Do not pro- ceed until unsatisfactory conditions are corrected. 3 .2 APPLICATION A. Preparation and ApplicatiDn: 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 • 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 CONCRT.'TE UNIT MASONRY 04220-1 • 1 . 4 PRODUCT HANDLING A. Comply with pertinent provisions of Section. 01640. A. 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. 1 . 5 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 waiter repellent 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 4% The water repellent coating 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. Provide accessory shapes as indicated or otherwise re- S quired. 2 . 2 REINFORCEMENT AND ACCESSORIES A. Comply with the following as minimums. 1. Bars : ASTM A61.5, qrade 40, unless otherwise shown on 86 , 07 CONCRETE UNIT MASONRY 04220-2 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 : 7 CONCRETE UNIT MASONRY 04220-3 2 . Aggregate : Provide clean, sharp, well graded aggregate 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 Tatar 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 ENVIRONMENTAL CONDITIONS A. 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-• for 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. WO included: Provide miscellaneous metal work shown on the Drawings, as specified herein, and as needed for a complete and proper installation. B. Related work: work of this Section include, but 1 , Documents affecting General Conditions , are not necessarily limited to, Supplementary Conditions , and Sections in Division 1 of these Specifications . 1. 2 QUALITY ASSURANCE Use adequate numbers of skilled workmen wCrho afts thoroughly andwhoare A. trained and experienced in the necessary uirements and the completely familiar with 'the specified req methods needed for proper performance of the work of this Section. field welding required in connection B. Perform shop and/or with the work of this Section in strict cWeldingeSociety . pertinent recommendations o 1. 3 SUBMITTALS A. Comply with pertinent provisions of Section 01340 . Within 35 calendar days after the Contractor B. Product data: submit: has received tiis�wofritemsNotice proposedrtoebe, provided under 1. Materials this Section; 2 , Manufacturer ' s specih the fications and other data neededto prove compliance witsufficientpdetaildtoeshowefabrication, 3 , Shop Drawings in and interface of the work of installation, anchorage, adjacent trades; this Section with the work of will become the procedures the Architect, q , Manufacturer' s recommended installation which, when approved by actual installation basis for accepting or rejecting procedures used on the Work. METAL FABRICATIONS 86:0 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) : AS,rm 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 shedts: AISI type 302 or 304 , 24 gage, with number 4 finish; 9 . Gray iron castings :: ASPM 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 : Coml>ly 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 Fed 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 SHOJI PAINT A. Primer: Use "10-99 Tnemec Primer" or "Rustolcum Number 5769 Primer . " 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 to produce reasonable strength and durability in the work of this Section. B. Fabricate with accurate angles and surfaces which aie 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-atal 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 : 005500-3 • 2 . 6 MISCELLANEOUS METAL FABRICATIONS A. Rouqh Hardware 1 . Provide bent or custom fabricated belt : , 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 sires , shapes and dimensions required . 3. Provide malleable iron washers for he.,,l:; 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 compliefe work Fubric.aIo miscell,►nL•c„►s unit ,, t ;, ; i «-5 , I,.,pt-s and pruf i les, shown; or , if not :.how► , of rt-qo ► i ed d i- mensiuns to receive adjacent othL•r work ito be re- tainu.l by framing . 3 . Fabricate the miscellaneous units from :,tructural steel shapes , Elates and sAeel bars of welled con- struction with mitL-red joints for field connection unless otherwise shown . 4 . Cut , drill �aj►►f tap units to receive hardware . 5 . Equip units with integrally wel►1►•d anchors for casting into concrete or buildlflO into masonry , and furnish inserts if units must be in::talleLl af- ter concrete is 1d '►cud. 0 . Except as otherw i i;o shown , space un.-hors 60 cin ( 24" ) on centers , and provide n►inintuiu .►nchor ui► i.ts uf. 3 . 2 cm x 0. 6 cm x 2U cm ( 114 " x 11411 x8" ) :.I eel straps . 7 . Galvat► i.'r.c• miscellaneous l ramciu and supper t where indicalucl . • METAL FABRICATIONS 86 :07 05500-4 PART 3 - EXECUTION 3 . 1 SURFACE CONDITIONS A. Vxamine the areas and conditionS uiicler wllik-h wOrk of this :'vection will be perfur.med . Cori'L'ct Cuii,1i t I u i i s (Ivlr imeiiLt'AI 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 prober and adequate provision in the work of those trades for in- terface with the work of this Section. 3. 3 INSTALLATION A. C:eneral : 1. Set work accurately into position, plumb, level , true , and free from rack. 2. Anchor firmly into position. 3. Where field welding is required, comply 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 welds smooth, and touchup shop prime coats. 1 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 SECTION METAL FABRICATIONS 86 : 07 05500-5 • SECTION 06010 LUMBER PART 1 - GL•'NLRAL 1. 1 DESCRIPTION A. Work included: Provide wood, nails, bolts , screws, framing anchors and other rough hardware, and other items required for rough and finish carpentry as shown on the Drawincls , specified hereii►, and needed for a complete and proper in- -Lallation. B. Related work : 1. Documents affecting work of this Section include, but are not necessarily lin►itc�l to, Gencr111 Conditions , Su1,Plementary CorldiLiuns, and Sections in Division 1 of these Speci f icatio,i . 1. 2 QUALITY ASSUI:ANCI.: A. Use adequate numbers of skilled workmen who arc > trained and experienced in tl+crou<llily Lhe necessary crafLs a:,cl wh() are cOImpl_etely familiar with the specified roquiremcrnts ;end the methods needed for proper I,er formancf t hu work c,I Section. e o B. Codes and standards : 1. In addition to complying with Pertinent code_; ;,,,cl rcr,�u_ lations of governmental agencies having jurisdict unless otherwise specifically directed oion , r Pesdicl I,y the Architect comPly with; a. "Product [ase Manual" of the Western Woocl producLs Association for selection and use of Products in- eluded in that manu.il ; b. "Plywood Specification and Grade Guide" of Lhu American Plywood Association ; C. Standard Specifications for Grades of C,11i. furnia Redwood Lumber" of Lhe 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 • safe area, out of Lhu way of traffic, and shored up of the Around surf,ice. 2. Identify framinc7 lumber as to grade separately from other yrzjdcseS, and shire each 3. Protect metals with adequate waLurproc�f outu-C wrapping 4 . Use extreme care in off loading of lumber to prevent damag(:!, stAiLting, and breakiny of n►.►teri,►ls . PART 2 PRODUCTS 2 . 1 CRADL STAMPS A. Identify framing Lumber t)y the grade stamp of. the Wast Coast .Lumber inspection tlureau, or such other grade stamp `�s is approved in advance by the Architect. B. Identify Plywood as to species te, and he stamp of the American Plywood AgrassociationUe type by C,. Identify other materials of this SeCtion by a the l,p ::tamp of the agency at�Proved in adva►ice by tile the Archhitetect . 2 . 2 MATER 1111.5 A,. Provide materials in f thc (JULntities nee�10(i for the Wulf; shown on the Drawings, and meeting or exceeclir,y the follow- Horizontal standards of clual.ity: 1 . horizontal framing members : Douglas Pir, Table 1 , Construction gr.►de. 2 • Vertical framing members : Douglas Pir , Table 1 , Standard grade:. 3. Plywood: a. Sheathincl : Structural II CDX dard sheathing with exte *or i extcr_iur. ; or stan- b. Siding: Class - Special geriesg x'83 , Grade-303NR Channel groove at 8" o.c . fir , at gable ends as show. on Drawings . 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. • ► 86 : 07 LUMBL•'It 06010-2 5 . Closet shelving : a. Shelves 11-1,�2" wide or lc':;.; : Duu,tlas I' ' r-Hemlock , B and Bet ter g rade; or grade. Punili r i,:;;l Pin(-, it ,utd Better b. Shelves wider than 11-1/2" : s/4" th.ic;c , A-D, group 1 , interior Plywood with 3/8" x 3/4" Deudlas Fir or Pine bands on visible edges. 6 . Clothes rods : Douglas Pi.r, 1-3/8" diameter, with nylon sockets each end and Stanley 7045 duel bracket at Cell- ter of all rods 48" long or longer. 7 . Building paper: 15# Asphalt Impregnated Felt. 8. Wised Pr���:erva t i v� . nnunun i ac,i I c ,; , .• acrlut ion ul i,c nlacl► lerul,huttc, l I r ;iCSc i. i t . or 9- !tough ha rdwa rc!: a• ::Leel 1 Lems : ( ] ) Comply with ASTM A7 or ASTH n36 . (2) Use galvarti '<:L1 at ext oriorloc=h ions . b. Machine bolts : CCAIIpl.y with ASTM A307 . e. Lag bolts : C()nil,ly with !Fuel :;puC d. Nails : ( l ) U;e ccrmnu.n , xr,•� r �,::ucl�c rwistecl; (2) Comply wi t_li 1', G•t' l(.t e iu; ( 3) Use yalvarnixed :it. extocic,t lucatic,n:; . e. JoisL I►.inclirrs : Si1ul,sui1, '1'� �,i, ur eclu,tl by lite Arch t c•; t . 10. All materials ni'cL•:;sa, ; to l r0Nc'rly trim aiOund all windows and Tours' ds required 2 . 3 UTIIER MATEI(IALS A. Provide other materials, not specifically duscribicl I.ut rc- cluired for a eunil,lut_,. .end proper installation, a:. sulueL-ed by the Contractor subject to the approval of the ArchiLeCt . 13ART 3 - EXECUTION 3 . 1 DELIVI'RIES A. Stockpile materials .sufficiently in advance ofd to as- sure their availability in a timely manner for this Work . B. Make as many trips to the job site as are needed to deliver materials of this :vection in a Limely manner to urtsure or- derly progress of Lhe Work. • 3. 2 COMPLIANCE A. Do not permit materials not complying with the provisions of this Suction to be brouyl-lt onto or to be stui ,rd at Lhe job site. B. Promptly remove non-complyin(j materials from the job site and replace with materials meeting the requirements of this Section. END OF SECTION LUMBER $6 : 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 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 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 ROUGH CARPENTRY 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 which render 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 Drawing's 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 blockingbetween joists where the span exceeds 8 ' -011 . 86 , 07 ROUGH CARPENTRY 05100-2 • 2 . Provide maximuu► clist.,nce of 8"-0" betwuen 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 drain perpendicular to supports and continuously over at least two supports , except where otherwise shown on the Drawings . 2 . Center joints accurately over supports , unlet;s other- wise shown on the Drawings. B. Protect plywood from moi,�;ture by use of waterproel cover- ings until the plywood 'I' turn has been covered with the next succeeding coulponk:nt 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. Por conditions not covered in the Nailing Schedule provide penetration into the piece receiving the point of not less than 1/2 the lc,ncjth 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: • I. 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 bath bear on wood, and use wash- ers under all nuts. 86 : 07 ROUGH CARPENTRY OG100-3 • C. Screws : 1. For lag screws and wood screws, prebore holes same di- ameter as root 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 A. Unless otherwise directed by the Architect , compIv with requirements of the New York State Building Construction Code , Latest Edition. END OI' SECTION 86 : 07 ROUGH CARPENTRY 06100-A • 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, and 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 Specifica- 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 hone. 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 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 b6 : 07 FINISH CARPENTRY 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 3. Manufacturer I s reconuiiendca ...:t .,i.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 v 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 - E:XECUTION 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 • 3. 2 INSTALLATION 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. 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 the -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 • _i 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 • 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 tjy 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 recommended installation procedures as approved by the Architect, anchoring all components firmly into position. END OF SECTION BUILDING INSULATION 86 : 07 07210-2 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- t:ul 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 a" 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 • 5V , 11�" , 17;11 , 23V , 29V and 35V 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 30: 07 2 . First Course: Start the first course (or row) w1t11 a full mingle . Align it to the 352" chalk line with the buttedge 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 29�" 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 . Stare 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 offsets 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 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 is -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 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 ars 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: 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 '-011 , 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 07600-3 • 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 8o: G% 07600-4 SECTION 07811 PLASTIC SKYLIGHTS 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 the, roughly trained and experienced, in the necessary crafts and who are comPletely familiar with the sl)ocified 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 0711 1 1 - 1 PART 2 - PRODUCTS 2. 1 ACCEPTABLE PRODUCTS A. Provide "Insula Dome", double dome acrylic skylight, venting , distributed by Insula-Dome Skylights , 83 Horsebrock Road, iaphank, New York 11980 (5lb-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 perforML-d . CorreL•t con lition i (1--trimental to timely and proper completion of the Work. Do not pro- ceed until misatisfact.ory co ndit.iOl1S are corrected. 3. 2 --INSTALLATION , 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 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 ti1irou(1h at least five complete operating cycles, adjusting as required, and achieving op- timum ease of operation. END OF SECTION • 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 passage of moisture and passage of air. 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 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. Manufactuter' 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 A. Comply with pertinent provisions of Section 01640. SEALANTS AND CALKING 86 : 07 07920-1 s 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 indicated and where other- wise required for a complete and proFer installation. Material : Location of use : 1. PRC Rubber Calk 6000 Throughout the Work , ex- cept where other sealant is specified, where antic- ipated joint movement will be 25% or less; 2 . PRC Rubber Calk 7000 Throughout the Work, ex- cept where other sealant is specified, where antic- ipated joint movement will be 50% or less; 3. PRC Rubber Calk 270, Horizontal joints exposed to pedestrian and vehicular traffic, and all joints subject to immersion; 4 . PRC Rubber Calk 210 Vertical and horizontal joints subject to extreme movement; 5. PR-851 Duct Seal Pipes and conduits pene- trating underground walls; 6 . PR-855 Fire Stop Seal Pipes and conduits pene- trating fire separations; 7. Polyethylene backer rod 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 • 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 sandblastin.ci 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;.al .nt : a. Remove, temporary protective coatlnys , dirt , oil , and. grease . b. When masking tape is used for protective cover , 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 proqresses, using solvent or cleaning acaent 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, 1 SEALANTS AND CALKING 86 :07 07920-5 • 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 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 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. 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 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 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. METAL DOORS AND FRAMES 86 : 07 08100-1 • 1. 4 PRODUCT HANDLING A. Comply with pertinent provisions of Section 01640 . PART 2 - PRODUCTS 2. 1 ME'[AL DOORS A. Type and design: 1. Provide full-flush design, in dimensions 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 Manufacturing 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 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. 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 iii concrete con- struction, provide sealant between frame and co<<crete 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. END OF SECTION METAL DOORS AND FRAMES 86307 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. proviCe 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. 86 : 07 VINYL CLAD W0 01j W I NDOWS .iR;an-1 • B. Acceptable Manufacturer:, : 1 . Andersen Windows , Baypc,rt, Minnesota. 2 . No substitutions will be permitted!, C. Finish: 1 . Factory finish exterior Perma Shield P.V.C. Rigid *tnyl. in white color with silicone polyester white. 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. Install the work of this Section in strict accor•lance 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. LA faint the di5:Si.mila1- tneLal. with a prime col-IL of zinc-chromate primer, f011uw('d by Lido Cc,r11 :, of aluminum motal-anal-masonry p1tint . b. taint the dissimi lar metal wi Lh a ooal inkl of heavy-budied hi- Luminous Faint . C. Apply a .jUod 41uaI i. Ly si!al.,nL m:il.erial bL'tw(ren the aluminum and the dissimilar metal . d. Isolate the dissimilar metals with non-absorptive tape or (gaskets . • VINYL CLAD WOOD WINDOWS 86 : 07 08540-1 3 . 3 CLEANING A. Labels: 1 . Leave all labels in p1,1ce, 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 ,urcl techniques recom- mended by the manufacturer of tyre rri.rcerial l,einy cleaned. ? . Do not scratch or th�-rw.i e damcr(je the glass, scrceri , or vinyl fine sh. END OI' St;c. Tfc)N VINYL CLAD WOOD WINDOWS 86 :07 08540-3 • 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 permitctd 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 GYISUM 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, aced 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. Fdge beads for use at perimeter of 1. Provide angle shapes with wings r►ciI_ 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 finist. 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, use 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 hayin<r jurisdiction. 2: 5 OZHER MATERIALS A. Provide other materials, not specifically described but re- quired for a complete and proper installaticn, 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 r.imely and proper completion of the Work. Do i1ot 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 corners. -- 86 . 07 GYPSUM WALLBOARD SYSTEM 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 members 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 : I :L. Inspect areas to be joint treated, verifying that the gypsum wallboard frits 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 : u7 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 of f�is4iir1_ com- pound to joints and fastener heads. 2. Feather the finishing compound to riot less than 12" wide. 3. When thoroughly dry, sandpaper to obtain a uniformly smooth surface, taking care to not scuff the Japer 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 w�] lboard into th:� 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 8" 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 86 : 07 09260-5 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 suifaces may be specified to be factory-performed or in-staller- performed under pertinent other Sections. C. Work not included: 8 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 necessL-try crafts and who are 86 :07 PAINTING 09900-1 • 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: 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 . 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 • • 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 nianufac- PAINTING 86 : 09900-3 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. Prior to 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 - E:XECUTION 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. PAINTING 86:07 09900-5 • C. Preparation of metal surfaces : 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. 3.4 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 brush coats onto the surface in an even film. 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. nfer- . for. - 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 r. 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 fungicidd to paints. b. For oil base paints, use 1% phenolmercuric: or 4% tetrachlorophenol . e. For water emulsion and glue size surfaces, use 4% sodium tetrachlorophenate. 5. Interior: Use "stipple" finish where enamel is speci- fied. peci- fied. 6. Exposed vents: Apply two coats of heat-resistant paint approved by the Architect. END OF SECTION • PAINT]NG 86 :07 09900-7 1 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. i --- 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 tviouel "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 tach 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. Fxamine the areas and conditions under which work cf 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 PORTABLE FIRE: EXTINGUISHERS 86 : 07 10521-2 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. 1.1.1 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 nut into first class operation a complete plumbing system including piping, connections, fixtures and equipment. 1.1.4 DIAGRAMMATIC DRAWINGS: ' All work shown on the drawins 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 trutned and expvt-lenced 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 Plumbing: 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 PROTECTION: Use all means necessary to prutect the materials of this Section before, during, and after installation and to prutect 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 ui the Architect and at no additional cost to the Owner. • 86 0 7 Plumbing: 15400-4 i 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 Angle 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 bre 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 IN 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 drai.nage 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. 86:07 Plumbing: 15400-5 • (5) Domestic hot, hot water recirculating, cold water piping-above grade, 4" & Less: Copper tube, Type L with bronze or copper solder fittings. (6) Domestic cold water piping-above grade, Above 4": Cement 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 - 1071) 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 ,Ch 488-66. 2.2. 1.4 At the Contractor's Option, compression-type pipe an-i 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-McBean "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 quality of "RuynufdH", made up with wrought or forged copper fittings and 95-5 tin-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. w6 :07 P I um b a n g: 15400-6 • 2.4 VALVES: All valve design is based on the use of "Walworth" in the models shown below. Provide valves equalliig or exceeding; the quality of those upon which design is based: TYPE: SIZE RANGE: PART NUMBER: (l ) Gate 3-inch and smaller 3 (1) Globe 2-inch and smaller 95 (3) Check 3-inch and smaller 412 2.5 VALVE BOXES All valve boxes, unless otherwise shown on Hie Drawings, shall equal or exceed the quality of "Corni", traffic type, of the required depth, a,id shall have lock type cast iron covers labeled WATER or GAS as required. 2.6 _ PIPE SLEEVES AND ESCUTCHEONS 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. br. 07 Plumbing: 15400-7 • 2.8 VENT FLASHING Provide vent flashinn at ea4h vent through tie roof, equal to or exceeding the quality of "Semco" nuwwur 1100-2 flashing and counter. flashing. 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 requirod, equaling or exceeding the quality, of the following: (1) Floor cleanouts: J.. R. Smith, #4016 _(2) Grade cleanouts: J.. R% Smith, #4011 with round fra:►►e and cover. (3) Wall cleanouts: "`fee" 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. 2.1]1 ISOLATION Isolate ill dl yaiml l ur m►Mn l t+ w l l l- I tjo r►tors equaling or exceeding the quality of "Ll'CU" dielectric unions. 2.12 FLOOR DRAINS Provide floor drains as shown on the drawings equaling or exceeding the quality OL "Wade" with strainer. 2.13 INSULATION Pipe insulating mate, els shall equal or exceed the quality • of the following: 15400-8 66 :07 I'l uu►I�I nµ: i (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 pak.nted 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, METHODS 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 not require furring othi-r• ihun nd r+hiiwn un 11it+ Drnwingy, 3.3 TRENCHING AND BACK II IJ A NC 3.3.1 TRENCHING: 3.3.1.1 Dig trenches straight and true to line and grade, with bottom of trench free from rock pointy 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 nitni.mum of 24 inches cover below finished grade wherever conditions will permit. 86 : 07 1'1 iuuli I all l P)400-10 f • 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 "dditional 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, ratter, 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 ].ea5r 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 minlucuw 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 numl,c:r of properly located drainage outlets in supply piping. 0 (11) Inspect each piece ofd pipe, couplings, fittings, and equipment for defects and obstructions. Promptly remuve all defective material from Lhe site. 3.5 JOINTS AND CONNEt-; 'IONS: 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 PACK INC: I'ack 01 1„I1,l it Int r,lril I ruu Hull 1.11,11 wiial e pipe and fittings, 1.181.119 uulctun, rind ttucuring wll.h one Inch deep caulking of lead. Fully and propecly caulk and finish. 3.5.3 COPPER: Make all joints in copper tubing with 95-5 tin-antimony solder, applied ].n BLr:ict accordance with the manufacturer's recommendations. 3.6 HANGERS AND SUPPORTS: 3.6. 1 SPACING: Do not exceed the following spacing, on centers: • 86.07 111 iuuhl nµt h400-12 i . TYPE OF PIPE: SPACING: (1) Cast iron: 5 feet (2) Copper or Steel, 1-1/2 inch and smaller: 6 feet (3) Copper or Steel, two inches and larger: 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, hander 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 bu allowed or approved. (4) Insulate fittings with insulating cement to 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 .utd even finish, then cover the fittings with an eight ounce canvas and "Arabol Lagging Adhesive" tt, a smooth finished surface. Upon completion of insulating, finish all exposed canvas jacketing with two coati of "Arabol Lagging Adhesive". (5) Alternate means or manufacture insulation to be suhmi.Lted for approval. 3.9 STERILIZATION OF PHIES, CHLORINATION: 3.9. 1. After preliminary purging of the system, chlorinate the entire potable water rsysL'em in accordatice with the current procedures of the American Water Works AosociaLlon for flushing and disinfecting water mains, and in accordLiiice with all other pertinent: rules intd regulations. 3.9.2 Upon completion of s wr•il.ixing, thoroughly flush Lhe entire Potable water system. 3.9.3 When sterilizing is complete, arrange with the pertinent authorities fur tests on mains and system. 3.9.4 Chlorinate only when the building is unoccupied. 3.9.5 Cl?RTI FI CATI ON: Unl I vol ►I It til n til Cumplel. loll of Chlori.uat lun" l u thin AI t liI I et I . 3.10 CLOSING IN UNINSI)EurI..;I) WORK 3.10.1 Do not cover up or enclose work unt-11 It has been properly and completely inspected acid approved. Should any of the work be covered up or enclosed prior to till required inspections and approvals, uncover the work as required and, after it has been complet.ely inHpecLed Lind approved, make all repairs and replacements with such materials and workmanship as are necessary to the approval of the • Architect , and at no addl.t.ionul cost to the; Owner. 8b-:OT I'lltull►itlltl I Vila►-14 3.11 EXPOSED WORK: 3.11.1 Exposed work shall be installed in a neat and workmanlike manner. Pipe and fittings shall not be damaf,,ed 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 Gittings. 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: 86107 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 to the approval of all pertinent designated authorities; and the Architect. Make all adjustments necessary to the cumplet.ed system in accordance with accepted practice and with the data shown on the drawings. lie shall take 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. 3.14.2 Any leaks, defects of deficiencies discovered as a result of the tests shaLl be lmmedintely repaired or made good, and tests shall be repeal-ed until Lhe rest of the requirements are fully complied with. No caulking of. ti,readed pipe joints to remedy leak:., will be purmitLed. 3.14.3 SOIL AND WASTE: Unleos otherwise direct_ud, plug all __ openings and fill wi.Lh water Lo .t height equal to the lowest vent. Allow to stand one liour Lir Lunger as required. Re-caulk leaking joint.:i as; directed and then re-lest. 3.14..4 WATER LINES: Test and make tight at 150 psi water gage. Retain for four hours; repair all leaking joinLs as directed; and then re-test.. 3.14,.5 VALVES: Test all valve bonnets for tightness. Test operate all valves, at leuyt. once 1 1-om c• It►yt!d-to-aper►-to-c.l.osed 110r1l L luny Wh Ho vit l vte Iii ►fruit+l' To.-it rill ►tulumt.►l le valveti for prupot tipoitil lou til tho ttull Ings+ ludlcttted. 'fest pressure relief vulvi-H tit lualtl Iht.ne Llm►est. 3.14..6 OTHER: Test all piping speci.alLl+.s for proper operation. Test all air vent pointy to ensure that air has been vented. 3.15 ARCHITECT'S RIGHT TO RI Tl.S'1'1NC 3.15.1 Should the Contractor refuse or ueglecL to make any t-esLs necessary to demonstrate Lhe .inLeKrlty of the completed system, t.lie Owner may retnl.n the services of an outside consultant to make all. such Lt-;tt:tt Lind Lheir resulting adjustments and balance. 3.15.2 The costs for stuch tt`st.ti Hhal I ho doiltic.tod from nmuuat.4 r- I'I itiult I rift i I'i400-16 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 Contractus 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 intenb 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 WITII OTHER TRADES 3.19.1 Do all things necessary to cooperaCe with other trades in order that all systems in the Work may be installed in the best arrangement. Coordinate as required with all oilier trades to share space in common areas and to pr„vide the maximum of access to eiich system. END OF SECTION • I'liiml�luµt i',4ui►-iri r 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 maybe 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 t 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 airconditioning 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 70 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 • t 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 86 .�� 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 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. HVAC: 15600 Page 5 86 : 07 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 as 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 • 07 HVAC: 15600 Page 6 a (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 2.8.4 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: 3.7..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. gE� :07 HVAC: 15600 Page 8 3.2,2,1 Level units to the tolerance recommended by the manufacturer. including components and controls required for 3.2,3 Install units, operation, in accordance with manufacturer's instructions. Install control devices to comply with the manufacturer's written 3.2.4 instructions. stem for INSPECTION: Check each INSPpiece of equipment in the system 3.2.5 furnish and installed, defects, verifying that all parts are properly furnuishents have been made. that all items function properly, and that all adj stm 3.3 EQUIPMENT MOUNTING: joints, supports, hanger expansion j Provide mounting accessories, 3.3.1 other appurtenances to adapt fixtures and equipment adaptors and any supplied to the conditions of use. aired and in 3.3.1.1 Provide noise anmanufacturer'sisolation recommendations.rI accordance with equipmentsuch as pumps, Independently sequipment, 3.3.1.2 Indep support piping at duct so that no weight mounted coils, etc. , expansion tanks, boilers, (mass) is supported by the equipment- fasten fixtures and equipment to the building structure ecurely floor,no 3.3.1.3 S to a load of more than 100 PSF, s in accordance with manufactureubected recommendations and so that unless special structural reinforcement wall or ceiling structure is subjected is submitted for approval. 3.4 INSTALLATION OF DUCT WORK work in ict 4.1 GENERAL: Fabricate and install all duct referenced standards* 3' roved Shop D the accordance with the app .. 3.4,2 SHEET METAL DUCT WORK: 1 Cross-break or kink all flat surfaces to prevent vibration- ( ) ecifications. (2) Insulate all duct work as required in these Sp uire a change in duct shape, maintain the (3) Wherever obstructions req s are net dimensions equivalent areas. .11 sizes d proofing.shown on the drawing inside the insulation ht angle type with elbow turns or turning (4) Make all duct elbows rig . e duct width• blades, or construct with a radius 1-1/2 times thall joints. ally seal with (5) At all discharge duct work, internmastic at 3.4.3 CONNECTIONS HVAC: 15600 Page 9 86 : 07 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 pips 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 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 uncover 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 take, 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 : 0 7 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; (8) 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. 86 . 07 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 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 Electrical: 16400-1 86 : 07 • 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 for 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 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 cgntrol 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 bb : 07 • (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 Prutection 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 . 86: 07 • • 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: Electrical: 16400-5 86:07 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 MOTOR DATA: Electrical: 16400-6 86:07 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 i Outlets in Movable Partitions Manufacturer's Standard Wall Switch Outlets 4' -0" to center Duplex Receptacles 1' -6" unless otherwise • noted Clock Outlets 7' -6" to center Wall Telephone Outlets 5' -6" Fire Alarm - Auxiliary Boxes 5' -0" to handle Fire Alarm - Signal Devices 8' -0" to center Wall-Mounted Speakers 6" below ceiling to top of speaker 1.12 TESTING: 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 i • 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 sh311 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 Electrical: 16400-9 • 86 07 • 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 chabes 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 Pinal 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 Electrical: 16400-13 • 86:07 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 • 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. • Electrical: 16400-15 86: 07 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. :1.1.2 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 fixtures 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 • i • 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 #1, 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 86:,7 i 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. Electrical: 16400-19 86 : 07 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 an4 '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 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 installhis 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 56 ; 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: 1640010 80' 07 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. • Electrical: 16400-6 86 :07 • 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 #8 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: 1640( 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. • Electrical: 16400-8 ;,6 .07 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 3-way, and HUBBELL 111225 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, a6p., 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: 16400 66 :07 completed. Devices spotted with paint or damaged in any way will not be accepted and shall be replaced. 7.1.10 OMIT • 66:07 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 N.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 1 1 SECTION NO. 16400 PART NINE - LIGHTING FIXTURES 9.1 GENERAL: 9.1.1 It is the intention of this section that . the shall provide a complete set of lighting fixtures,actor including the supply and installation of the fixtures hereafter specified, with all lamps, hanging devices, supports, trim and incidentals necessary working lighting system. for a complete 9.1.2 Refer to the DESCRIPTION or ALTERNATE PRICES REQUESTED for work under this section which might be affected a request for an alternate price. y 9.1.3 Refer to the drawings and specifications of other des 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, II rapid start type. uf All fluorescent�tubesoshall abemcoel white color. All RS ballasts shall be as of GENERAL ELECTRIC, Wattmiser, low energy ballasts. Bred by LINE certified and sounded rated B or better, exce BONUS where noted otherwise on plans. p • 9.2.4 Furnish hangers suitable for t Of ceilng in supports, fastenings, tris, etc. , located. Thisycontractorishall which ichsfixtures are to be coordinating fixture supports and trims osoiasetooinsure that the correct supports, hangers, trim, etc. , are Electrical: 16400-12 86 : 07 furnished and installed to suit the type of ceiling involved. INSURE THAT STEEL JOIST SPACING WILL PERMIT INSTALLATION BF RECESSED FIXTURES AS SHOWN. Coordinat all fixture clearances with the work of other trades. 9.3 FIXTURE SCHEDULE: ' t 9.3.1 Fixture schedule is shown on drawings. Proposed _ substitute fixtures must equal specified fixtures in in 1 respects with regard to quality, appearance. light distribution. illumination efficiency and air handlin,, capability. No other substitute will be considered. ny substitutions must be approved prior to submission of bid. t s i { ' 4 r , Eler:trical: 1640 86 :07 ---"- I // -�" I / I I t , , .1 ,}� ' ' t , ' ; 1 Ii - .; � . -..,.„_„ _ "_ :_a��,.�.'_ A." _�_...___ __ _ _:. ..... , :.. .. - .,.:A .5 :f r.y f— 7 .__-� �_ I 11 t.' ��;Lft6alr'_41r" ,:�-, C"'-t'"1. d^,'✓• i . �""{ .w.V _t_t a at"^bY' i _ , ._. ..-.,�� _. - — ..-......_ t I I ,-,. - - __ . Alwe i, I ---'--- 44 4 �� -`'% - 4 sf r .._w . , `C._ !y i \ ) '\ 01 'I'I�^ I i C j, 1 -'' 11 z% tr�r+� a _ U .1__ firms,�.c-s`1 - ti . __ __�_ r _. ___�_... _ a r_ ___.. -- - _— _.._ v . .__ - _ p p - 7-------1_---"-- � _ I tt it'4 i{ ! {;{ •>, i.► ✓ "'tel±F�' 4,+ " y 4.* 3,M.` _ t , Mvr LLLa -it}'1{ctf i4k4ii - ig 21 ",y�t"�r' `� G, ~ rte - - _` Jk3 : t s f`S!--,i t° e e t t [ : , - - t f ryw S. 4f'L„A` t _ i_4!" - _ _- i fi '+ i i ..�,✓1! s" # U f tF _. .i , t"""i k I a. {'` i!` 49 �'� � I t s j A�-+rt:* r�.s °_ �r , , i _. -__.._. ({ f ( I* ) �77 i - ! k +{a Y - => (,J yam,- ' A _cn � r � .�1 .r.'� "�"� - - - _ - - _ .. - - si- w- �.�`' •. . I _ t�- _e� `+ i� g s''' ° Et t i�'p i+r ''F� _ - 1?"i :y1••! �'kC,++•..2,4s$:- I t "I '»_"y`)t1'R-: ..« �,- } •''' 1 ,Eta i-At - , - ,a� - / _ 3 _ _ i ,�}} +(fir.' - 1 s ;r t F S}j 1 t t *k_" w - - 1 I - -7IF' - - ' :,.' .,o- ../' . ..�.,�- f ' _( 4 +-dF - �`� �1t11'_ 1b4Fi 11MF. {`� • { - .- - r �fri."-�,a,yr�,�`.i;,'s` r 4" i � .r• .Y 1 , Xrttw.,. 1i "1r-P _l;,ti:•. -to I - o.�.�+..�.rr..r, `^" _ - - v _ - _ ...,, f.�„ -. sk u q 11 I 6C49 t',t,#�' _ as.S.11�' -S ".f - _. . pit?,_� f .t, a A:}.• .I w M{!"�" " � z-. _ - tys? � j g- s';W..,0e r: ...,_.__--___- -,_.-t- 4 .,` b.t, j s _ _ _ _ I.liY :� x tt. t, :T r' - NV-' ' """."".�f "F - I . . t ! rt k.,-., , Q1 I - i' 2 �i� - t.i=a et-Yt to.b�- • - _ - Y. • ?F i - a:I-{. a a ,.�a�n. - - .........� t s ) 4,; ,� ,rt } � �� s yy� � ' I . I11 - - �, ,a fr t - - C, E • { ; I t. ' �1 a r fi j 3 F 4't' - I ___,. � -- - - _ _--.�.. _,..._,,._ — .----__.., -_- :4� - _ _ 1 .. - - - , ': t y 4 t I f .1 4 jri z:yr _ _ _ `� -41 _ _ i _ a t ! TT__. - - - 3 , P ta4-ti'. i s �t [Ys t ll I Ill I'll I �� 7 c k'# { l' 1 '00W 1410"Nowww -�v F s .1- fj'I ¢;1 i If �..... i- i . f s A, 'f . 41 i -. a+- _ if i �', ' r Y {a, 4 i ,4 ��4 - I 11 - _ k f j �....r+"{ a t� c� 1:-'`=i' � `'�' e..++' t a + '•#� K ==.-v._�-tet_- mow_ r--- _- ._.-_=-_. .d= _ __.�,.�._ __ ,f;*x4 ,Att+t,thxstti +' .ij +I 4 �t r f� t` +; - I ;k z s` - _ { _ y�s� - .1r;I" $, ,fid-, ��rr' _ t. :.p -, - - ..is - - 1 7 A 1 E I - . .. - - ! ,s, _ .. - - - - - - I I k 4 . , ', s-' . D Ti I - _ _ - - i _ �, - _ __-_._ _ _ -111 _„ �y 3 - _. . � . }} - - - - `"' I 1rxc9a 1 l _,- �CK 1 _ __ .- _ _ " i� t. V 10'U `r ,v' 'Fa y� l ,z kdP i I a • :w 3t /I 1 : ,f i 'f ti 4 ,_. __.,_ -"...."' }-..ro••�,ry -.., - _ -__- ,s'f�..' {mow -__- .� -,_ .. _..- - - �. .... ,-.__.. , .,-, .. _, .. _.- _. - _. ;; x. - - 10- r., ..../ i �; ,,..._..__ ��r. -- .- _. -, _. . _ 4 - .. _-__._ �,_,.�..__,.,,_------__. __-..._ . ...._,._.._._,_..�.._.___ 11*7 i hi I - I 1, - �wtre iw t o l t7 i! {+ .Y._- ..__._ _.<_. _... -. +4,1 � fi# - .w� 1 __ .. 3#� ,. t f' t ,-(I- +moo: A _ - ..---1-1- ._. " a 4 s.. S 4x.- _. r # { r i 1 V I I ;r.' 'i i•�il - ; 1(r-Il�s4'j ;f>.5t ftp },.r�3y[•t - - - -- {•f '!; - -i"I - ;;j ` ` -Y w' _ 'wMFGfiiuYiif � - G' ►1.:1.a .6'llris•#" .,IG-t+Rw4.., �,./'J,/`�'`J _ - _ a t i - - -, i t; - 1F3:L, .Mty N .'7,�,r'+i;E� "'�'. - ? �3` "t� :td� - s. `t, ! �a ttsyr i Of 1, I41 -I + i . \� —_,_____ . 4 , - "!��) L t , ;-,-- & , .i � ----------'t __ __ . I .,,,..� #„ I �x 3 1 � ___. _�- I . ""` �', 1 u ._ 1 i r *x +a#1 �_r s,.. I f.�''6 % ` . '�� .+_"�` 1� j. .mss.. a � se�ae� r !! i fdr:�&P.�TT k. ��f `. f��,y4a�'L' /. —1-1-_)(�6\ _�. . . 1 {� '�` t.: ++ t "-1 ` �` - h"r'" WAT t rALTER w1, i' S;1 .',. L '4"° �'''7 ..tet .a r°? ... , ._._,'' ' , 1 14. G ___ _. r I -r _ I - 1 ...... _:_ --1--_-__1. 11 -1 . - 11 - I . I -7 ____ �' 1' .,mss ,. __-. -. ) Iyy� _ /' +} .._._. _._ . _ — s .. 104;,?' "'fid S`' 1�Fi ,k ( } x C t I _-:==` 7I �. ' x I `. . i k s i d','i•+'Si`;t.' I 1 'i . fi t /q 7w16 -�'"�"�_-.-'- r , •„ y.. ,,,�`'%'- �„f yae� v ;-_�-' Y� �7 11 I -.awn+. wwwmw ,�wr�. trrr>rr +ir4Yw. t> 4f� +llama aim -3 •" �l', - Tt r ,..� :!,-, b:,l• ._ .rte �� j �� —V . � - r a, t} \ f 4 . - ' -,,,:0 t"J s ,.e 'ft .<,at' i I I , ivt - 1 t Y Z.��1 f,� r ys, a +; av,w lv iw / f i.+'Y i ; �. 1 `+1 P '16 1 ( If 't•tT l - s 1` _ + -4A.';4---r;" 1 -- .:,- _.. . ., _ --..� -�""'h', - - r y_ " vv \\ E `' -_ - 1'.---_- ) �� 1. .$ _� w� ° _r -rte Ifl- . - -I"1- f' � f-E��yq a 3 333' - -iw '` 'i 1` : Of f� �. �.,,., ,'2 X ,�,t � !1 I I I , Y f .r, .. t __ __- � 1- I � ` , + ! iiit'YYVp{{{ i . p t ' i_' �ty+ i I , i 4 ' r a I '�*_ I 1. 11 I 1 � , ,,. �.., I Ott■.► I , i ! , ` ' __"'.,: -x .. !! ` : _ , t ! i 1 ! f fi. _ I i t f I ! S u<f s_�, � , S , G __. -. r , a y - E { I "...'--1_`- _-_ _4i___.'_1'___,__r_ a ` Y {fj � _,1 �4 `i I 1 f i I + t Y t ' l q_ _3..� -F i , i • ; n. 1' -__,,..�.._ ,..,..., ..�— - -_-�„_,-_ __ _._..-_ _.,. - - ......___ _�..,_.,._. .,..,_..._.,�-�,.-.___..-.-•„ - 8 111i } . . f , i - 1 `v` _ - I I _ l _ �� <_ . 1 . tea Qr i s ' €� t ns p c t 1 e 41 s p�l or f+ s a�n try w t k f .-�" „' ," } ! ! ' I t tf IE�Cetin ©f all undergroundorvics artc3 uti #:ta�+�a ar�d ,-�` ( -",� "".'r ' 'i ! 4 i I ! + f I ! i - -� 4 �R' i - _ ' 1 �r � 4j ' Y i Y . - 1 4 ` �`'-ti r _ a1. i om JPjPbt11 #Cq�,"""-� yt x'fr ,(� `�>tyRti,1}Nya��y�.�,+�ya utilities ] +� �].,gy�y y�� { �y�{•, M yah y{� ( I f{'It ,\, a 1,t I tj 1 a ! r . Y ! i I a a An .' ��'j"!•!''r-3.- afF��fd kae !:ices i.f?- utilities damaged�LL"d 4►7,asri-b' 'cort� #uc— 'r,.+•„_.'..`...'r'" ��,.w..b _ "._.'..�-,,. ' � � + I ` t t ,1 4Y� 4 i i � t i t• # j i f - F I ,I 11Y ' � I � � f - _ - ,mow. l w„ - 1 ��� r.+ -aar d r ra la a>t t + : r. or. = '' .� `� i i »_, -- __ _ _. _ r __r_ t { . '�-_, -__- _ `� - �'!/i� /�taa,,�� y sy j, �,y�y/ }�F.- ,�!� ,y�y�r� @ .j.,yr� '." I"..'1"""�� .,�....t. -_.-..�..� .t.w .L—,-i ---�+ ! I ff ' ..�♦ •'�iy"�jtFn 1 . ,Q ata l l- neP eIABCt#� 1kY S40X M'iC .�4 iL \ �� 7 ' '�' 11 s �__- -___ - _ '-k f Y \#/wwr 1•��ttttrt _.- -. .___,_ t _ ...-__ s I c, 4 , ' C• , � g jaA_ }� jj _. , ` + r j , , , #. C tr• tl� t-0 oc�c reliflA t� wta th l+�ctrical anti d�a�x� c4;�tr't�tad� m . _�,+ ' 1. - P I w " toric or location and installation of all new under under -round u��� � 4 -,._.,,_ -_w.__#. _ :� _ I - - �� i -*' -, - . 5x.tptiaq se +t:i t± ni€ ard leaching rings � si vn their�e y(�� �j/ j y _ .� j{}- 1-f - t1 . .r ., :1a.I e�M-+4'i �4 ' '.� _ ..� .� L. -I- :I ,_ f -{ .�L 4 f _ i_._.y s..,v 7-., �.,._t..�..... �k 11 tic# e lativiis� th$rafQirexar +uae be du- _ _� 668 . 11 - . _ �__. / r in $1t* woo 5t? a� nab �d cla�+�ge X'ix a, pipe, cover car v _ �_ _. .--� . ..__ � �- `�r�A7 *� x. sir. 9�-;;_. �,�.b �� m r _� � d 1�- t. • r r��e� / -- - __�] 11 L 11 voll 1414 - .gym __..-, - - � jF t w'. _ ,. ___4. _ _,.__`� _ - . ,. 3 -_ N '-'`�:'' a 4�„�`?�•, ,' #"•=..i t° , t;,! ."rY`e` s ,n✓�.'' `"�'"'- �``P`'w�a> „s►'i�'' _ ....�,.. ,}..+RW_.C_A U:,..._,,.:a,.. --=� _ , ,t”' 4 3' '�,,..�,�y .,.., # --- s a.s _ I'll t ✓ f _ - - - +. .. r ., .�-___ .._ _._ __, „ ._...._,.,,.____. ---_-..__ ,_._.,•-.-__:.. .-.. __,..,..,,�d____._. _ _ -..._ -_.-- .. ,. -_,_ .._ ____ __. __ .. d,-,...:.,..-..,,............,.--.,.�...�,,..--,-. �.,.�..�,.�..:�.,,,--�.,.--.,_,,,..«,.•.,,..—,,,�.,�.�..�,.,.....-4,,..,...�_,,,..>.,>m_,.,---� ,�,_-w,,�--.�,w,�, ,—.,n--.. -�,__�.,:w.,�,!,-.:.,, -- - - - - - - - I T!TLE �-,-..u, -- M''..1. I A r,,. -. , GARRETT AQ STRAND -ot i x s , .� .� LOCATION architect � _ ,� - _ 11 ��..__7� SCALE _ .�� R E 4 4 S E D _..Y. -- —....,.._._.�._,a.,.a�.___..._.-��.._.�... ! D R A�''d G 7�r'? , Main Road P. O. Box 1412 Southold N.Y. 11971 DATE I 516 - 765 -- 5455 DRAWN BY , . _ i r PROJECT NO , �-' w _x .M ' ,4*4�.kx �. I., .te'w , -.oa_'w ..� - . -.»cul,-.�v .*."'_s . . . .. .- ... s . . ,w�a . - , ;+ - - lie'- ..__ - _., .,. ---------.---. - ' _, _____--. -- .. ." -- - - .._� -- y!� �L' �r ,y�Aw :// 1 11 ! I t - ---' I rj 11 f-. r. # _-___..___ __.._ �I � I , .• , ' I a s I t , x_ -. . �. , If I ik 40461 �Y1 '` {} �)' i t` a ! 1:" +�/e4�r 1'* ,5 "t',F{' y f M i fr _ ry / r! c "J' d s ?t (fit _ ._, - �)�- 7, , , ,.._..._,._._._._._._._,-__"-_.__-_-__..- ....-._._._.. -- ._. ___. _.._., r ._.-.._»_.,r__._`__-_..,-..._............, .....,-._.___._.-.____.____-__.,-.__.________-_r_..._,.___,._,...,_____"_.__.__-.,___. /�y,. - ' s .,r, ., t{� _._ ,{{ §, tri �� i I I.w T _ �,-' - 'IV, �� I L slx I# I r I � I h ! ' f., I� � � ..1 �, �� 4Y +✓ �1 , I 1 d 1 s _. � _ ..- _____ _. __.._ _._�__... _ I h I -} } .1 1 -, �,� t 1 j ` 1 / _— t t ,,,dam f `f r'' t: #+ ref- ; , .. _ _. .. _ # 1t ! 1 _ ______ _� ..._ -.. : `' y j T' b j tom.� ��'-x _._k,..L.,__'"(f h:✓t' _..,._...,...�._n — J7#I .� 1 i - - � 1 I i "E+r "i tIr" r �..�.- iy ....�,,.,_,,,,,,wR �'" ,1��j 1... '" b ',,I}r- ' -.- ,- I 1! A+.'.'1 I I T I t :I �I _* t ''5 0 — ° 1� ,____...w.-__-__---__--- __._.___._C��^__f el—l'-,0. 411 � ' .,� � � � i.� d V_ '.•` u 1 - -- 41 I . I ..� , :. 11 : i f i - - , - _j I i ! ,�, ,_ - - - " , 1, , , I 4 ,; 6 ! I 1 1 de r1 IY' � -, .wi;, ! e-� 'T - � �,r fY'/tr /y y ,.i' ,_w"1"' P , I 1 F _?-1.I +- -: I I r 1 i i , •>.--'--`^•7' .:... {t ;: ` Nll,Wfr 1w,.,�.�r� t�..r"'rr' + ..�" .� 'J '' w,, '*e' t .,'' aI - L� r� iI e I Ih ; l I " -_ ._ .11.1.-- _. ..«....._ _, _ _ - . _ ___ .� , 4 � I k 1 j ,. wn m { w,_M x __.. -..- —.._..r•.,+.,wr+► _ n rr w. - �___ _ _ �� � "�'�. � «_.,. . ... «,..... __ _ ......_ ,",;�of '�� ��,# � ta �-# ' � �� 14L �`�,,.. �,. , 't '' ''# f ; { � �Jr <�� J r y ��;t . .. � ``. �,..__._ . _ .._.._.,__. , _..-_ _. . _ ._. _.. .___. ._.__- __........... ...- -,. _-..._ _-__... .-_..._.--, ,. . . p _ - _ _ - I r { II jl ,.,�.,yr,� z��r,,-�';f {l� '° '^�. .FJ"` i 1 i t 9 : !s= ' F ) + ___.., _,_....__ r,.f'•4 G% �, ..r, f t` q,,,,,.5'f'" J ' v, 4•,,./''"r ! far'"1yk Y.t:, � ; � 'r�,..r' > . 1 ' i i._ .per ' f a . . '^• If { / ' I ia,. � , rt, 1 ' J ,.��,�y, ,�^ 1 , f J' 4.__, �+'"J� i��j'�.111` .1 �✓'`vely» t t .,_... � :' 'x��•�ji `r/�"` � ,J"C:. ( ,'yi �:✓ .. ``�«1. fir'" .. h 3 7",:e•" ,fe,Jr +�C/">-' `7f ' . .,... M; e' ;' ' �?S `"%f1C.` �` ,+',, •-A�k__ __-.___,__._,... .___. -__._.... . -11-1--1-._.____ ._ .._..__ ._ t.. .,_.., _.._ .,.._ ._.., - -. .... _.. , ._ _- .. _ ... - ._.. _ ._._. _ .. _ _ r..«. Y I m ' �-'r I , , C i ; ( i ,, r t i i 1 i : i I ot I j I 'L,i , I 1 i I _- '�v, i,!�{ t 1 .� e:,57 i�:f�"-. t "3d".;J ! 1 I I11 '1 i I •" at,lf 1-' }1f , C 1 '' ' 1 _, _ ` _ -.... _.._____,__-•.,_.____. ... _. _-. _,- -_-._„......_,._.... - _ _ _ �-t-_ ...�.mu"^vu.-.r: _ �-. ..-._ �' ._.....__... ., _ _ _�1 x. ""*�N j �,, 1 � I 1 . .,. - _ �. j ' ar R }}r i { ( t _I. .. _ a ";-.v_. .._.. ' x^,�'�es ;- 4 - -.._:'.Y, _..,.. .-^•-r�-ay..r._... ,.__'.tea¢.:^._:.-. :+`-e_W+o•.r.a. - ,' . .✓L.r rl , S �f� i ' S F, ,i t , �'`,tt, ),.,� + :>k -" r n.>F*e`�. n -. _ _._.m re ...., _-:. .,, _.. •�:.• zr. - .r. _ ,-+,.w-_-. - __ .'_..__ ._. .. v;C _ ., _ _ ,. f b ✓ ✓iJ,,,.,� ! , n EEE s A4 y _ t' .,.''('+” f # -.� _� � ",t , "- , tl R rt ✓, r/�,� 1 `:1A +� t 1 t 1 d !� 1# ' _ ," `�,i� 11 � r�f» """'t; sd I° ">.I�. ,f^S. , �- t I I I 1 �r � ^ 11 � • .i Jk�" 1 / t 11 € I 1 , I i3 I f Id �� _... _ I € ,} + �y� - -w - - .�Ift'y t I . ; h ' , ?'dlitd _: _� v+ a.t1 ^+ , I ' _..,_,_._.___,_,_...,____. ...,,___,...,-.. _, Jay _ ' 1 f ._.,sy,. do .�.M", .._'+ '✓ n. ~k' �. fn _.VF-_•.w,...-. ,.. _.,' .r... 1 ..�,,.t, 7 1. to I ; f t 1�' �� .j '� , ! ,1 '1 "or+..,_r. .,. . .^_.-. ..Y...,, ,.,., L ..:C_..'.._„».'r.....�,�, " M Y Aw a ms�s �o�ueor awe'v aammm awes 11 r :mer >�I . ASUM mrrrr .ara�o ! # d d 11 _ ,-M __._ -- ' `� _ �' - _..._._ .___- -, .... _ _ __. _.,, _ __ _ _�.wr _, , .; u�...�;.w.. :�:�a. cra:r:.3a.-csr.rs�7s'asa>n,.a,�."mac t dJ ,# ,r�:"'y i - ..:-. 'r _,-...___._._,._.-..•..•c:-x;,_�-__ - - r _ ^ J • �!` f tl / �T:'i •^.�•-.w•+r.r ---- - . ` C/, ''b.. �'': '�r �Jy,I', ' s _-s•.:.:�caiaik I _ ^_ 1 s.1s �1 J .+ , r' Sf t- `" _ CJS o'►".� w �. ._. -- 1 ,'` s , , ., f '✓' I. I L.Mr ,�,d"�Br".i' fir', �''`iI I qq x C1 r I 4 w" i I t ,I n { Jd`1 tis ^y�nJ�y, r ✓ f I p 3 . :._.�;7-wvl '..,&uzwcr1'!_ µ « .a.. m ^.rr ...4tq .A.Iar.xix. sFt+r,'ar.'_•.- . .}�... .u. -_,.„,.„_�^�,...,, ... .__ `' y ,1 �, Y n+on4.,.nMt�. • v W a.. w,w.„{. ' t i _ ' V • 6^'� 'iI' �7� '� i ... ,._.__.._..._._.+t i^ 1 Ir I I - I 1 E` I ; r 1� 1 �' 4 � } , I( !1 .%C I F4-.-, -:7-,-1-111-11 1-1- I --1--I-,1.- --1.1 t-I ;pyf�',� f,F �1 11�1 I �, I 1,I I b P €d d J 4 i J . I 1 1 f r I ! I ' _ , I ,,. 's J' -.i , I i i la' .M 1 ( „r,._,.. µcif` '> t I 'f" ti,f�T�,J' # 1 ..{..... _ _ ,r}"� '...�. ''L J - !;. ._ - ..,_ -„ . r..._.--.� f..____...._._.-__. '"'^.,." _"_., `.._, .,_._.. ?r1 vjI':.'�. 4�'t��^ "' k,, t p .".. .,. s ..,,. ....� y�t ,,//�� _.. +F 1 J . '`i ? 'i - _ ��11�01, '1 „ I p' +j ;I','k+'` .7�'/,tQ/�+� 1 ! 1. 55 � !,o j.�,.,1,Cs'L -�t I./! « . ...._ __. _ ... . __ .. -.- __..,. -_, _._ .,X ,7"0 % 1`1 uf , 1, :{ .,, p /111 •»�.'�=' . If ! ,�,,.�� !..• ,,..4 '''`JfC".,.^"JJ ,'w•'' "'� :+ :, t;;` .._ _.. 's ;1 r .'" i'•^•."^''" J"' �``'`." 1. fI 'I __. 1t iI `� ' Miles :/� ' ± :. ° ff . /A/2 \ I 'S / / +�i� i ( 11 I 1 _,..a »,'t I ` i i Fl,! +Y7/7`r 'Vvf""") Itr" T��%"' 4 'I *`� ",; _ r �`-•._.__. �„y�"'','• V"T' �r '�.. .. , . ,S L•,,+,ti sr�.a+s.,.ew�rY+,r`✓`�%:':%v;:pc'IC�k i�S'»:;mr. .y ., _..... . .,.-,...._._- ..�_.Y.__.......,..._..�_.._-..- _ x. ., _ -a...-.... _. _ Ir- - - + : u r ....�._ .. _,_ f (/ i{^ d/to's t is g 4C� - c ,..�... � _.,. m. .,�.a,... _,., xl til' µf�f �. m._ s'.w3a•n.. a�+Rv ww.rr-.+ma,,,au«o�m. vsrcr?"`'s.-.at: I ,"T ,... __._._�.a ,.._... ,. °:..e„ .,, ,> ..,e .,�,� ,x+w,h:.,�. ,m+,..,.�..x•.._,,..c., _ - ! - _11, r ? -' P, w . ,. 1 I • z, _ 'r I� I �* - ft , j � Iq4 hf,4 .I I � Iit "`�' - 1 '' : i It 4i. � �tI � i� , 1. i I I I �. : .. I I -, I \ , � ,- i� 7 . I . 11 . �( � , I . t It, , , I I , Ij Il �' 1' - * 11, �_ f,_'. I ; L . :1 I F - ;, I i I .... N, *":1 I . I - .i i I � . % I I , i 1- _. -, j I I I �,, ; : . - --!� - � - j ., !, � I 1� I i J.L� , , I I v - :rw I � . .- -1 I L 'j i � . i . . �, , I I il!i - -,k /" �1 , yy _ d . I9 1'(IN, , , . I - I . _� .- __- .--- _ �-`� t I #. I li { _,.._ tom, � � - i 11 * '�, �4 M I - -I � 1�� �: � , , , i , .. I f r ,,, ,wry�y rt. y ... " f f j `{"^"I'h / , "" /',t"!' { csoK?a x-r: _ ,,:-e- _,,.��:.r++rM.:.,'<;.,srwa+ __... - «: -,r. . ..:. ....,_,... _.. ,.-.., „ ._._. -_,...�..._ ... .,.,. ... ;,. ',�,t1, .,IC J' 11 1 u 4ap '�ygY ,j�:/'yY� C' f//�yy�{{� r ',......• -; +.^--'�'- «:., .u .� , .�ma.,A.+w,... ,;r"�'..ksr _/ I ._ I / , K .G e:/i /r M ✓� �[..,... - 4¢., to•' 1" ' J v , t , - . t C S / 3 y :_ — _..-- ._ .a'^a..:. a.� __.,._..� .t.•, -. T +9 - _ _ .-_„- _ ,.__ _ _. ,. j 1 // __ _ a I 0 1. -1, , , � _ i - �ta�" 1__o i"- .� r 'y'� r,..lr' ;/• ' Lx' !✓l.{ k�'' {� ""°V ' i 1;p �„Q ��o�l `,`/+' ,y�'��s/1 r I+ H '�' "' ,J ` ii1 , .. ,...-.,... -...,._..... f' ' _.- r'� __ _ ., _ .-. - _- .... -.. -`L I! .;! 1: {. i / , • ,p y ' ,,Y } Edi` i�f i fir" , .. _., _ _ tt { i - i 11 is _ ._ _...,•� .._.._ �. - :- u I I r ` 4 ^I `'t fi 1 i"' + �,gy�pp+ ' .,j ,fai' j✓ - 1 i �-'T'ti?t',r.+ '4C sI y! "� .,''+',.+t,�'= !. t� '^ _,r' s `•^',p�"'a.; i ;� -,✓ 944, . s �, �k ,:�!" { ,l'. - I - !, 3.1�' j d 4 "'r'' s.,. ,.i'r� ' °` 1,✓' k'°' ...W'"' :,,�. ., .. " , I;, . _ _ . __ IH511 y �' , .;+ r1 .,,'�7 . �,. +�..� _ ^�- 1 I Vii'" _ .... _ �. _. .,. ,�__I'� _.__...._.__. _...----_._...__.—___.�,_W_,._.�.___ ____... I ! ! t t Ed E 1 _-1 I t I I,I I . , 1 � � i I 1 ` ; y 1., _r _ _____..__-___-__- �- w "' __ _ ._.__._ _ _____ _______ _ _ _ _ __._-- .._.. .-_ ,_.._- __._____..._._____. __ __. _, ._..__..__4_. ._ .._ _ _.. . _ . _ _ __._ . _ . � ! NOU N fl TION NOTE 1 . . w t yyyiggg' A ` \ , , JJ�� 1 ��!! ,...,4+'. # , I.. /1._.. i ...(J. y li A_d_ _,.. .•.^, P � _ - , �`�^{[ I .1 �F 'L.i .� - '. \ a" ^`aq!I YY' _ {y1s„!Fs ,y"`$71" 111' r n � LTt , `a 1, _ I{' �. t:I 4#'tI 6S HALL BEAR UPON UNDISTURS10 :�bT�., �AV1�+tC ,,' p ; , f `` a AN '�! aEARx CJ�t�ACIT�f � +�rC tlp 'r5 . SEARING „ i� 4t r; _.,._ _ i � ez ire�" Il r CAPAITTbIL Tt� 8E �tRI1�I£i i�3� IHS CQMRACfi3 PRI #t I zw ;� ' _= (.�� ` ?'� #� j t. � "�- I ;^ r T !�t ACENl �fT t#i fClQ`l�ThtGS !I IwIq . , I '" . , '�J, ,'�K____t�l ,I _� ,,� « + r- , I ,� 1. !� \ `'� , W - i O� "#."+,�`'^W �' 44 w � 1 1� LTERNAM� Ii C�JMTRACTCtR I5 Ta VERIfYfxEL CN#ITIC3�4S �R�t�R TtI c�� I - t C +s �rucTlvi� I5 TO REPORT ANY ALL t►.T - r' r �I , /I - . --' 4 . I %iI_�; I -1 I ! t N ( CRE�'AI�CIES TO THE ARCHITECT . i I .S .. '� I ." F' - r CONSTRUCTION3. ALL WILL v � f CNFE3R�! TO ALL STATE L€3CA4. CODES, . LAT -� x - :._: --- j LST I T X N a p I , t". ;, t - HALL Cj0jfOR'P1 TO THE AMERICAN I --f- - +• ALL CQNCRETE C4INSTRUCTIfit S 1 f 'y t �`� C{? ICREtE Its TI UTE BUILDING C60E REQUIREMENTS FOR I y REINF4ItCit1 CQfItCtIETE"� ACS 3l.d� R.ATEST Et�Y If�Alr __.._._..._,_� -,_-- _ .,- -,� " ___ ._.,-_-___1_1____1______1_-_1_____________-___--- _____� - - - 11 4 �+ I Id 1 . 11 `U► 4 !J *&711 j l�tJ' '7�{.f L./ I J• 14 f�'1.. �fl ` N. ` �' I 1� _ .. .._. . , I {I _... .,_.. _. 3 . . ' --- . ._ _._... j Y��4���C�ATI�t�1A�TANflAF�'�RIII KITH T4 DITIO Cll�iCitE � �. r _ „ _ / - r h. T14E ULTIMATE COMPRESSIVE � !�f t [��• r/•�1�f�`l�l► �yySlSpI111E•l'hSTIt�E,yGNGn'IN OF CONCRETE 2 28 D11�'S ,..rw ma rsw MWAW 4000M ft . Vw . +eawr► atrellws amomm atolew�r maws. +swam '.rt mww � 'R�ttlaP weeees +ere�w ,.loess Allow ,t�.t� �•M ;;.IIIL . 0 �1 ;�i L«la [i Ci.: f�Si Lf�1�#I Rl T I l,f f� # Y'Y,1£F T I�Af " Mt'Li T .S r I a �, '' loos seas �st � � » 3j �f t�J 3 ..... f ► t ?� ?' ✓�`� i �` --, .. I, �/ ,. ! �.. � � , Ct1kC #ETE 'CLANS WILL HAVE r r fes"ry; $/ y/ j� �'�r} �r r ", �,11 I 1 I �� �y EXPANSION y N AS "-.'," ty°f+ ,� ,..,�„«.. j .,� ,b, .,.r.:rw `ri/ �Tf'*T V' 1 Fa.,�r" _ ,.a.w^/` f y 1 .,✓"" ��" I � : R E I."I R E D• It S!` CONTROL�F V i►Ll R '!si ..�.,,. w. - _ e+.are „`>rex, 1-11."e'7R _ fid�5'M16x;Yc e:•tAC.;r„aR.�w`yt�i ,. ....'.A"�i'1�4`9rmrr sk"R ,•',mm- }},,.. a" r . F Fs� W, , , _ _ _ i 1i i � { E TITLE ,',___'.1,f ,C. >:.".;�� ,',., I � 2 ,.,_4 .-'"'rte,,.. ^.. "" , r a GARl�� ETT A . 'SiTRANG , _ � � - i LOCATION . : > ,r „ rn architect : ._,%_�-t» .� .ar ,. r� �r ��w 1 . SCALE " , -p; REVISED DRAWING MY I Main leo>ad P.O. Box 1412 Southold N.Y. 11971 DATE r - 516 765 5455 DRAWN BY! 1 .y . _' PR03ECT N4 J.' 4" N> I 11 .I I I J I xar . ^tcatw�ttaxcrie', taer. s •,..��`;.:... ? ...�' �r� s'unnnse :+ x.�a+r. '�: :''.,,.w.,.,xer. ..�r::.»!''r.v ,s'a. ^'r•;,,.;.,h���,..ir:. _ , ,4 T1,2 1,1 , I Z I - 11 I , & - 6'j"I ------- .t-,-"-=.Z==--.-.- __ .- 1-_1___-___ , ,_ - ------- ,::�, � --- ;,; 1. I 0 , I . I - I _ I I, . I - 1; f. CE t• C k # . , Wil,:''�Ik i Ik; _,M L. ,1 - 10 Q H: 1 ?�..�101, Alto ik,P. � �►�ttt�t� P'�t� � E: i k.,; fE ;T 01tE PJ*_'f # l'1$1,4 FE14TS . F! " t#.Y SE;E»tlAE tl A�IE� ItE,FEy, ,t "l f S `E C .E it El A'S SE �E'SIGItE?{3 E C!R ltl" fiS ALL TkiE " « _ . h EE } Y C d' � o Ip ' flEIE. �'''.� �____"_ ;, � ". .ICiE:S $EiEwi?Etk ERE . E:EEE+ .E,. lti SE .E+'LY' w# Il�F 1'11 . '' �Jk E t ►S. PFtE3C F E�I� 4F fiHE M Yrb STAT TE; E:llER6 !� ill SIE t AE.k I E M€E H S rtiLi t f E �lr % AF aE.ASS �`."- A. -- = 3/`" GLASS ;._ s4,", ii .,.. �'. j" + f ,. T . . _ A. �Aik _�: EI4.�k# IICr'S,. SEErE1Ati. S.� �► 'I • r I) C �- t h . J. �,.-- _ ,_ I / �fw 1M�'o,"-10# (' RA � ►..0 4 _ i ALLWINDOWS TO 0 INSULATED lr'A S S r 6, SE P:E.Y AND I14-STA�.�. AE.E. PLUNWNC ..f T�..S � & 1ITTI'N 'S .�N3 SH.0" II T u,,-r ", j OIIA I 1 S. I. 1 AT1 ' RSTRJYPPE�'E7 E' �E.ASHED A5 REQUIRED 'UITH A MAXIMUM "U" .'' Iil t H A#� F {?T9 Ik AX1141UPI INFILTRAT0M. R'A'CE" O .5 CFM PER _ _ 11 - _...__ T---------___ ! _.._. _. __ 4 . j1y��( : ,.,.., �.,___, .__�..._,w-_.,,..__..�.._._,_- _"..r_ ..� ~._._.-_-._---______.._____.._._.,,._�_._"____,. ...._-._-__ __ __ _.,._.__._ ._•____ '___.. ._._._ .. . . ..._.,.. 1 i i"_____._..-__.__ i, -_ r _. ___. __ fir? t________-__________ ( i I I 1 AE.E. EXTEcE?I0R E>4t3EiS TQ E3E IE+kSUl.:� J I x IR E ! } ( il � ED nASHE:C► AS RE?aUIREE� �tITH MkAXI�lE1E+E .1�1► , � i f t � I _.___._-- .-_-�_-----.._____._____� -...._ ._____- ' J I I 1 $ !- PER ►' t)AR FOQT CSE.IEIIksIGj E�rl'E E} CFMTP R SRIkAR f •50 F14 i i i � � t , J I i 1 ! 1 i CS#�IH��INi) . FQ � ` { J L_-------_-- { '! 1 _ �EL f 1 ,a JI ' + w �.�._ _ .«...-___ ____.___ _ .._ �_�. __._. ___._. .___._____-_ -.____. .- --_.____._._.__.._..___,__-_----_. _ .. __..___- ..-- - .._-_.. __..__ . .______.._.. Tt3 SEC TItN p3 13 Qf THE l ia , r►• H1tAC .6iUtPMEEikTIEJST Ct7ElE.0?ttl� 4 1 , i J ! i J i _.____ _ X; __________._._;�_- __y l i; Y,VR $TATE EIEERCsY COD __. ' _______._ 1 t , I. H �--'•T i + r�. ! 5• YEIE ' E�E5TIC WACER EtEATE'R S►HALI. HAWE A M IEI M TEE+IPER iT�#RE 1 I r�„ tJ I i .i Ji I ;i J JI i' r9...� • _._____.._.!�_._____. __.. -_. _. ___-r�_ _.., _..__. .. - .._.___.,. _.___...__._ _.... __...."- . 1I1.4 £CEk�FQRE�k C4 fiE CCI01+! 40k.3 QF -- _ - r > 3 c t i, '' ._ _.__ _...__.. _ - _. _- _, - : _ _.. tkET .. rr YRE1CASTATEcAEEE:RY ct�a . I , - - . - ! j i (,�� _f_._.._-- . - n _X ,I T 1 i I { I ( { k 1,i'._._.____ .. - ---X'- -, - -._._ .....�;_._._,.._____.----< ; f: ,/.�,,..__.__._-_,�__-___ ----- ____,� _.�.___ i d. AE.I. . C #l"Cltpr5 T� CONFORM TO SECTION kQ3. OF THErIEi� YORK -- I J s 9 s.! !J Y to r �? � !. 1'd ' , i f t '. ,,,� ' J r 4 srk, i l' r ''e-11 )s E ' SfiAfiE EiEIE'ER i CflDEi. I ✓1c• x •= + f ; `e # .w� # ''C• . 't! =" •J y _. � r �t*> ✓ - `JiL "!.a, Y �' ?"r� , . ;�C� ?'' 4 + ( }_ _...__._._ Rh ; `! �._ �! x ! i ( 1f i „f�iYj�t 1 S�•Y t'r 1 3 4 i - __.._____.__.,_.. _ _ .,.__ ___fir._.__..____. ': 0P , �' q _ _ __._. - -X 'r i ! ( I ! s , W i K z, i � � , .w. i I � ! r ; r�� � j yid p S " saf-++w+re }�4) _� i i ! , . i i s t r - I \` t I ! EJ�r . !S i 'xi 1 ; ` tiIV F w J 1 `i' wiG.3`dG ii !� 5 ] f '; i Y I __-__ --. _-____ - il ! t (` Ii �"`.� `� _. it L. - - .._. 041 i -7 1 ' r "t ?i , mx`' , 1 `� td. trfTHI ( '4 f I . ' ` i ✓, k4, IsI!;1.tIAI�4M lE1n,�n ] . �I »,... 1 f 4 , , tA -------- _ y - IZ .--. i IN $ t I « , t +�L/° e e r-74 i > ; I r t ,��..,t l f. I,: 1. ! 1,J �___..___ i. At YI 2 i'i+'l r f 1~' ,rA ,,w�I 1 e _ j( X J Yrf 4 P i ��,e� ra41s� r M r "/� ' # 1 w� " ' �r� 1,1 t°`i` 4+ td �___ �� _.. -_ _ y -a1 r b I �w t; �'"' .o RS..✓ �.L" �h'f:S`( ,t`�+*� ii wCx j "✓ C �. { 1 1 s »,{ a j4 V ���C t u w w F1. % ` '*I;F i V �p .;/yyy �/b� h /}} / { r I I r r } ( �oJ 4 �I/�G . ,�.,7.4,'-u-r_�:�..a�,e'ar f (i 1 7 t ." _N 1 I, r!#" 3+ �r I 1CJ'E..^1 1'�F',r'" �-" - 1 Ge'} .. �s� 'Sh �"'w'f-�.r i . T I --yy- ( J 1 4 �r Ili 1: ,.w r •-""`mt.-=-mr 's t" It iIt M..'yt���y�t- - � c ( {" r 4; (., i� S - F, - w t •�^ , t 3 J _ d 7 J 1 ✓ ( f'!�y,R - '�•, .; - a1 r,� ° i if' ,�"-� I l,.' i r4 ♦ �•f �. u ,n ✓"J .r'r�{ �„t,--;.0 _ -, _ _. __,..._,- _._ .. .. _,.. td✓� t t _ _ ' _ - ` ` , 7 i �` iR' r*7:+�.e+� ! J t „1__, .. ... ._..-___...__. -- - _ .-----._.-_ 1 k..�_._.-..<.;.,.�..._,-„ _ "y "� 6 i ! li - f7� _ j 4� y�a7" i p, `•t ?i�d .y'a f R i r . d t , " 1 i .� - o i.'1'�" 4 .J!{..,.__'-__v___ ....,.1C Y'-_.__-'-_._._._---" #�[.+�tJ: J ,1 �j t.' yw{,+�" ;.' /. - r•' l J �v.�#"ft ._�:.C,r�':-_�. �' {' �}/ ?;w1 `. 4 ` t s.,.. si .-" , }i fir- A. � i i t �� s t /j; �Iy yy(( »./,_.+.-,._+,.t... ,..,.y+f-� Y'�y ,/ ^`..,__„_. ,,-»-ry �,I "`�' ` Y5 a fi _6._...,......_._.._....",,.__.-_Y.-_.r.. .__ _....M1.b..._,.�- 'p'J,,, J /`A' .,*._ - ..L!:, { r" a tw• ....._ L' x w.,%e+4. . •,r,w„ ,IMS I:� "_ i ♦, f� 34� I y , v .. ..-,• ' i � 'i 1 i v_..-_.-,._-..."✓._ �.»., .4 ,�lf} .�r`.w*f/"1104' 'TT� � �... �1� IIS - -...._.... ... - .. - ... __._,_. .r -,.... ._ .. ..... ..-. ,. -. _... __._ _ - _._. .� -. - �_ - - 4 o �" _ #' _._:.t..t.Jr{�--- 1 a. - i;,Ytf � .yr _.. .*.� T Y #+�S! j ' a! "' I J __. t _. 1t w r.: , ✓ 1JI n , r J t t+�f 1�3 t Y t� . ` 1+4N I tl 1',m 1 �t :�t:� `" { •'�' ac s �t � „ „ L i :, I , _1' _.... _..__ .._._ jr _,.__ "A� _ ' t� t # __., i _ 1 1 +)1w7 i i J __ __. _ I _ }t -"' d b,r ;.r " 1 + c 1 i r~ wl° {r S iY 1 M �' i +wt a t0 1 .' Gee ,,i � C,�. - ', �1 _ __ __.._ _ _ _- �. - ' _ _ _ fi r;' It i - ; ! - 's: 1.------ . _._ -...._.,.. ,'� .._.,...�._-. . ._.:F''�q'*'�G ',d.-..._.. # _.,1' _"" ..IL_,,....___.__Cw_..... - - 15;,' - �'- .., - .._- -*y�. - - r I ) ,,, :a. i -1w N ��. i •r�' , '� "" ' ` " _( ;" �_-__...__ t�tJl ..____,.... __. r ►sf - , ���G?"_ _ m .4 '••.� i y rya,'W � � � --'^-!7 iY ,-�.,�- '� _ _:.a::._ � � "� ( ✓ � J , ---.-,�.____•� ___T_,____ .•.a.'� -: LL �.,, , .. G.., -:1.'' - tf m', I t r e�t l ! i � t 1: - `'1� P .j kie�vllw -1,06 , I "�./ T e t-111�� I I ',,,r,,,... ``0 > s .,_--• =::a,=b'ra+wW . '+�S r - ! - J� Sl a "' _.T - 7 • �t 1 . -4 �.Jc it jtj�,� i. i �, - i j __ _._....... t 1 w• 4- 11 i .......r�A, ,I fl ! j�t,,�" -}� t, ':,a `w' e✓r �`^». awo--- - i ff ; i T,i T \ { *�•1� .1��� 1 �1N u�I - I'*` �• F._..__ .. __ !11'�1� } i ;, , t /'' ] i iI w .,� i maL _ ..« _ - .l,�ty' 4 � - 4•--.•J y,,'" '' , } '! ','" f� ,�.J�� { K 11 f, ` 11 �„ i . _ ', '' - ,.-_ - =-•--------- - , Vit' `" _.-..,_. -: 'M J, ( ! mit Jt i �'� Ail ,�,�„ --� s ;rM��•�:•-" ..::.:. ,�1�e __ .. . 1.•_/ -' i" '+ i -+ ,f" tel ' �_� _W ` 'r`.' ; d M1 _ �;t},� Y i , TNx ,,, 4 �. € ' t� '�, ; ,, ,r v 77-7-7 -7;- ". , I - I" I., -1: -1 ,_,��. "",:, - - _+_� 4 . �Aff. "I _ 1 11 ; �f: W TT, : W -!" i _ _ _ __ .rL I I; .. I ",____- I . - _. :__i I -i if I I, 1, ,_.-- �r`q �. ''e d_ t, ( .( 4 - 1 1 !° �"1 vF ,'"'� :z. i ( K�,u,.=w.ny,...,., +wv,,..,.,,n.,,,,.,.._ ...,,..._e,.,,.,�,........- ....__,.._._,.,._,,._,..:, ..............•_,+...� ,,.-.- ! "C!:t '+ , t .+ ' `. t >i4AJ� �`e " "y+ I ' i'i s� i $� ` r ` I =` 4 -� ` I / .. ._ _ ,F _ I ( .w .4 t .�#, '1 �.., -.., ._,..,.._... '¢" w. 1 .='•.i'--'".t-'�N�,G,Y,r*.;,-re;r'aa,".'sit l 30 "»..sa':c-.� -...a- ,.-_.,.d. .y� l j !•/ A`,. ,,8.3✓. ,1 I. �1 +��`""1:' 1. _ ",.;. t'1 ,"4y ➢ ., :Y _ h[ /f,,��Y (+�('R� �,/�. Y 0 fir"„ i�/tw-'L'� I�L' J ! { 4.N t 0..e:f } I, S i.. It I I { J, y (,- M1T I _ �4� 1 # 11 I a ( »1 A" 7%KM I rG'*! 7 t „'�i 11j N 1 l ,f ` .+ ,( +,% "RRA. �,-1 I - I �'`�..,i, i e J ,` �� �' .-.f..._..t_......_.._ .I.__ ,Y ��} H i �y 1 - g .�, ....:.-.....__.,...... ., '-•• S l3 ' 'vi► iir" i ..t s ,,, . .. '__ _ -. ----.__...._____. - r..� <,,. -r+:a r. I J �G� {^� 4(r��ms-aeze,,d....�•=.+a. n-'.atm tiwr.aw,cm �d;'- 1C�^.-.- •'1FN.z, q -'f f - 1,, ^»" ,2G,... i .rRF1^ -,- .:.,y,7Gns., -a-nai% :.r ano:.aa'r' '=: _'_=' '#,''^^i �Y f ,I ( i. M� ;f� •. 40"RI I ., L°fF X * t w.,.,._..,,-.,-...,--.,.K,.,....,.___.,_.. ., n_. - i" ,1 1 11"`�i "� : J , I i of i r` it �_* 1 __ti y ! 1. �` ,...Lam. %I . i s S i L 6 � A i �� i� sd 4�' t� ! ��' I � k r 1 ::r' J .. t ,! ._.,...._ _....... It- '.� r'""f - % y I ,( , P �y,9 {{�.,tb '`�,.� i 1 +.,y7Ct,t'" •."" '-'" I ,� I 1,.'^„T!"�%►V�l�'... •+ . - }'} id TM� �/ ._�` _.. 1 I i } ,r 1 ?A1,1151". ° i nt X J C'yi, T % I Ii f .......�.,_..,., ,-_.:.� �, ., _.,,..»,__ ,_-.... .. ._»_ ...._........,.ML... .l x r,. .a- -*"ter �. X��� s41E .etc-- n wuM-- -: _. e 4. t 1S --��>,w-s;xY -_r__-___. .,_...�- �.,;_...,_.,,,._4mr +r�>� =._ �' •. t - - .jC:,+flf t� tJ -,* ',. I _ X , y . , • : M., J ! ,;:,, w �i `mo i ( f1. + t1 . ;�1 IW;L _ 1. .'GSH Ir�ok6w { ¢ { _.: ___. '-.axvac - i, 1 r 'r i '� y 1`' u" 1.1 IM! 'i 'Xede+^==';"^.T.^_ _ - _._.,�,.,,, , _,.._.,, St 'rxr.-r' a>,.,-"bio,.. ,.,,,,s •rtartv"r7„�'•a*-:' %v 4 ..,.�.,,,•...... ✓'�'y �, ._, i .- • 11 %U 'a _ i ""V �, �W�!,,, r 1,,, v" �1 y. I X" '`• j P ( 'f '/ ( Iil� c' t'�1 :q� ! t , j}{!�{} . y le s L _ ! itlk s t 7t'+a _. K-s..__-:....r'as.=xx:ma-_•.+► __..,_ .,_... � f - '11__._'.,�y�,'g zo'-r,-r�--:r X,.mr:�.xa-�v_r-__ j{ . .•✓""Y �, • f I h�'•,� i r I 1 I , t -rte ; - & S, ir��1'R,0(1_11 / 1 i. `c--.c.fi „mIIn ! �i ."r� r 0 } $ ! t �1r�j�e � �M I r3 FF.a I ,i i� ;! 4' of � 11 `! �,7f4�� ^,� i♦�I S 1 � "I R. v-"�j $ti � ;q ',' � " y�, y.�� i ._.!._ t tR I� N .fit +� � t tt J g N +c t �"�' �« ;.'��a �i ,F'. :A s„� 'i r {„J Jt 3�7 i �: _ ..._ � •.i'�,. � 14, '�i^J+`�_ "�-"_�' ""� e+' .?t'i1 '1,"`� -�.. j 4 x. `C � r'r ' i" y ,�, ""' ,� .- - r _. _ .. ,.,,..._._- _ _ ._ -- ..- -- �a�:- °.'.' ra'e, -►-...._ rte.' _` 1 __ s " Jf t . .» Y _. . .._... . �t., i y ,; } . .,,•..'^3 ,� ,,�. 1'K^"3 TJ` ;� ; 4E• _ _ ._...,E � ...,-_. � - _ ..�._.._., _ .._. ._.._... _.....__,..__.,.___........ ., .. - - �; ::+'"t�'... .,." �„• si�'t �.�` _.0 �..... , - _-'_ -' .. - ' k. _ _, I ar, PA,� rr ,l '� moi" _ __ _ I 'i s s _.yy" � , i w� s P - " i [ - _ HA .. ! �r ,.. .U, 'i x„^+e; *f rJ r, 1 F.. 1 S Ll`t !/ 41 b,»_` J t C` 'I` 1 .j I i� ".w xi ' f ;;hv-� X"``},ice :' e--' a } .. i N v , ! e I i JX•t:a... ._"'__"`".-. :. _,. ": ::� i '•' .. pwx:::- _s ,�:,_..rbrc., t 7 i { �7 Mry'i'`„ ':.;if'" .�'' f+,J'i'«„{ f J� 'fi'''r"/.^,^ ' 114 "°: ., t i _ .•.�.�.It { i ev , t 0 . s i,� _ r �y _. - - -' t „ " n a( t 4 •t ,1, t", t f�, "k,'�, _ � 11 - 7i�+1tIT+• '� " �►Y ,k �4 0 •-_( � it - '�- �� ` .• .1 J t I _ 7r+D` ' � ' .._.....-_ ` Y 7 .,y� e„a'� 1" .o-.. '`. .____,-... �••_. ''•-W�' I ,!#... aMlt-.:.. I _.w,,.....,+,_._..,.. ,iw...'- I'I iG L - ...•,e,.,wa.....,,,,,,._.�.,, -.-...-.. --- ..............«,:...,...,.. .-.,... :� f�, 6 � !11a� as i, E' �. ! ._ .w_ a,,w.. .•.. , mit t ,� - M, i 10 `f � f i .•x X-._. ._s......_.::.:�a.+RC _,.__, ..�i / ...__.:w%' t 7( ..... a.v. '.-_.�'. -.�'.�:,aa'�w�w:�.:r_rs- _ .;.:..•.�f x+ewmes_�.a�k y� � �,.,,,,,,_�.�.r... �..-..w...-.--.....�.. ,r........w.-+,._...- .. � --- .,......' I �� �„ ,..�� �- vac..<- -r-� ,�..-.1_..�. % ! ! i �/' ly \ f �iif;-IL . 7 1 1 _.,} I A" I toilet 3w �� �`* ,• ... . .___. _.__.-,__.___._ __ ___- ... ._._ __-M__"-.--_ ._ _ ,._ -. __ ._ ___ _.w_..__ _ _,_-..__---____. _ _._____ -__ - - . _ _ ., ,.... i E I i } _ �_._«...-...,.... 'IlY f 1�, � { 1 1 ._,ewe..,,Hrv�n,.+w.,w+.v.ma,.rr •i+..,�...-.+.... ¢ +.:..w",r _ s,'^'w��,+u�.. iM9 i /JY 1, 1 k i d 1 I �_,�'j1 I p . - 'L-- " , . ,' w,i/, nor _. .."---- 4 , . ; --_--- I , . . I ) � I ..._.. _ _ _ .. x •0 1 i tl /�_g ,� 0I't�y, 1�,y°"'d 4 I tIt I C�sNtt ; I E `- id i`f. 4 � WTF.s.. J ! �� � ± � �'�1� � E _ e ( ) i, 1 ii Side Wall Rask Wall _. . I . .- 11- -1 1 4... 'L - r. ' I r- -. - ' _ - f'- -- - - Ii too Fig.� Ne•rautca Gxb:Bm•t Wafter aftets I' ,��{�11- I Clear'Roar Space at Water C"tw�t t �nr<w.+.w,.. '.•.w,_eaavwv..r-r.,,a.rQ: rj fly !t .,.a.. ' '�� '.*", a J ,.'n",•+^.'" `� { I 1 .. �� �i �ulRblkw I^,..,*�`+.� '�, i� p�r,yiill r.,� {�'�'"''� �'�yJ,1��} e 3� /'�jJ{ M: � �±� ,��„„,. T 1;/'rl�m (F.we_..'wa' .•,rlJ��11.rn .IFM *��, ' , , '.,j ^^._+ ,+ IiA "ii..Yi+V'aw�''�. 3 'S M^i '�" -_r te �'`' ✓:...,i 1 �`a. ✓ �1> ' t e,,"'0` I ( �1 �`y .-,.^�".- -� ..rte^ �^-� d It . ._ ., i +, z ." .:_ , s L._* 1+ _1_ v11,, ,1 b e .a,. II It n ,y„/ lr .�" },�,'.`' R,.. ^14 i I y w'' , J ! w } -.v..t.. .F _'...."•,."` '+ - ,,.:.:. " ............._.:-..-.._,._,..___.,,,.,�....__-,.._,.._._,.,_._._......._...w,_.-.._ ._...,-_...._,_ _::. ........._ ..,,_-_'-^____.._:_:__1.____. __._._. _.._..,,, T t� .o_."s. r; R ,;; p '-",� - y K ;_6- T{TLE Ltd. qtyy f' r . " '� Q , wr" .«r' GARRETT A . STRAND f t w. �- _... LOCATION „i- .: -'-k ;f.,!4 �ssf; "i . ��' , architect % 1; -, , � ", :.,'w,__. '� ��" SCALE ;,.`..,• �--"'. REVISED DRAWING No . Main Road P.O. Box 1412 Southold N.Y. 11971 DATE � }, ' L- I 516 - 765 - 5455 {., ,1 ;� _ . _ , . I DRAWN BY 1 ,�Pa J PROJECT N4 �`, ,� t'1';1;_.`1_' f 'a16.'w�3.+vnu.+�e.rtocw;ai�Au�Mm,T.w.w�.mm :w»snW,Rwwa'a*,e+m swaal�ei',�aree°lae;avt+:r�x-:-r.tn,-.sw�+r_1, A --- I i �, I I I�.�11.--"-.— � ,,, , � 5444 Y " P, L I A,4 t O"' , ,lei7�� t�� /000000 A,.ww" �r -,,. ------- . - - ^ p�f, i },�.'4 "`�� '^ T Ftp'`?"$f�(„r. �'A j f ..._ �, ,� {r t" = . j1 .4 f/ - i 4 w�sn ''ftyf �ifr3.. _ 1. t• 1 ;r ?Y' i rG1 ?. r"* r rte'. j r,: ..a" 4p,11 . ._ '-tEf +�� wrpliriI �: AVORSI W wok I +.I+f040W Vown m 100mowt ; ' _ o - _ 1"r'�,/!'r�:4 , ' �s'` t%; .3""�!,!' /may+} '' µ,/Vi t ' i ,r-� __�`_ p _ r^ ,� ✓� r�{•-� ,. '. ` i, ' ,f^ "-` •�j 4•F? '4+r' S 1 i � r _ 4 ' _ 1 'r �'I l vg,. / i �">•`"il.'1 ^"'�3- ' '• ' �^:+, 'N 9 i x 'u4 r ._. �ti=, . 1 !' L . R / 1 I --„-wsy.�._ _ :ras ^_a: -` - - - _ _.. - °# 1r . - ....«-....,...,-w..:-,..:I.- -.,,--_-,.,........-..w.r:_...-... .._... �s N,- �� r e - - ,”-.--.s= _ �. ,, f �, _ - ' _ _ _ ., . , art+ ✓ _., _.: _... " - _,. _.. _,. _. ' __ __.. iL � _ - - .___. . _ _ ._ -_ _ ___ - - _ ._ __ _,_., _ . - - -__ -_. _ ___ _ _ � . . - - w _ _ ...__ _. a _ - .. _. _ 47�- „_- _ _ _ _ _ _ . __ .,.. _o _ _ ___, __. _� �. , f f� _ _ _ _ ' __ 1 _ _ .. 7 i „__,. n. 1 J ' -- - .. _ _. . tea_ _ - - - _ _ ... _ _ _._ _ • _ t _.-_..,_ _, ._ .V - __ _ - _ .. , .fir' r _ _ _. _ _ -_ -__,-,._ .r - �u t „ ._- .,. .. ....._.,-...-wr _ .,.,_..,.,...._. _ -- ..•.v.a+T.r+s+,.,_«YH-'tWiwMr_v,,.�y..rv'_x - r,H ., , ! _ _ .. - -., ,;.+-,r -,..,_ _.__.gym..+,•.�, , .'.M +wM,w.,_.:.4�-.+-•+r_".„T""'`, .^"^` "^ ,...3r'-w� _ - - -. _ `� yip i• a..x n-m,n,`.e µw-..w -....._.-,.A...,. __w,_,- .,.... ..r., .« - �, -. ._ �' a 1' _ -.__.. .- ..... - - _,_ -_, .,._ _... _ - -� _._.,., _ . _ I . __...�_ .. , _..._._r _ _._.-, } �` a».:.''"'.'"moi, �� �'w:..:.::. ..a a . _ - y 3 "� < - � x_.w ... 1 rte-- _._ .. f 1 _ _._ .. . .__..,_.�� 1 _,. ., ._, .. - 1 ,.r. _ w w � _ _ �._ __ _ _ .. _ _ _._ . ..... : < 1 ° ._ -. _. .1 _A_., .,- ..j.mi• µ,-w :? aeS”+.nFrteR'=:}'•x.'e^.,vVsze '� ..t`�"'- - ✓� ,,, rr,__• I - a,{-.a- ro-~ arM .F ,i. i #-. .. _ _ ♦• ar°n[-ry y _ .," 11 4 _ 1 11 —— — � i ' , I , I , t : I ".., _,,, ^ ., ..�",. x». . : :,, , . ,. _ ,. r, ! i 4 _ i-._l__-i..-1.,_.5.._ .1-. fr__s._ L... -....i,_1_.3_...-�I L d L' I,I .— —. . i ��) Yi _ ; : : - 1,,� I . I. . I IV, I F':;;�—,L'1-- 0- I. I", , � I I � � — — I � . L —, --- : I � r I � � � � t � % i � ; � I I � � I i ! 11 ^ — I � � � � ,.-,._..,,,. I; , I _ { ; 9 ' - I t,,� ':L",e'� � I , i i I , / � I -- i i I I . . I : ; � ; ! i i $ -j, — � t � . 1 "��(,`,a�wi � @ , } i i (� t 1 I G f�nj{ I^ r'i$'�u,+' . r _-_.,,__..-_..,__ __,_,.: , - 1 i !i _ 1 s�- it , _ n ? 1 { �' 1 9 1 i d' 1, It i---..,._,.-- „ 1 i E i �. .�, I ..__ -- I } 1 3..._.,.-_....,_..,_._.,4 k__- -- ! ,_ 1 ' �� i ; .¢y, i !e f f' �Jt�; } /�:, i + 1 7 ea rs_ �' i" 1"' ! 1 ji R! t .� ''i ,I `#" " �.-•,. -'"+! i , k '_ �.i+ - _., ;I ,j., , 11 1; i •I ., I - I : 3�q i '!• E '� I�, �. , 41 } I� :1 .i{ I 1l1 / -�I - i I 1 .f t 'e 1 j l. {3 .y ` k t i i � �r ,r t t l i� j 4 1 j' Il i ,- - -, •ti , l r �„, ��(( !! _ '0. „ - 3 e ..1 , , f _,,,,«�._,.. ._�j' ✓4.�-__.-. .-L', ice.-................."i -_.,._ -_ °I, i” r ; LLLe.�tl .I p 3 iT� t t o �.q's. -�W d i 1 ` f f S i _w ,t•. i � i M : 4 i' i is `> `" /' U t 1 I f x•�� YsS :(- ,% {1 r, 'S^„ ,1,` - .: 1 1 fA i 3 w'f 5+FY \ p 1 , 1 y6. V, S K {S f 1 ry I 3 ! it J ". u { C' 'i r 1 f : � 1 I �" r a t T 4 - xar�w» K I �,_,*' S-: {{ ff , �_ .L_, p mrd �."_ *1'R•,��:-.M.. t , : , r ' , x / — '— , • % i . .".. _ 1 �_ �_ �, _,. k•.:-w-, a..-z,.T h`>k'n'oY�'^?}",^M.i>x'Y]`� ,. N'G!'m5,.2'','�W,`.','pt"L'",.,yY L_._ .,•" ,!� ✓ -•+{. - ..aw,. ,. _ ��'", .2, ...'°•riG. 3Lt�;^'�. :T'k:.+�",i"' ^dA. _ :.Ad7pl%CPCrStl,d'Mp.J3%G`�i• - �', "r/4' �_ f - +' - ., - e NH.,",-�.fwl5 ., 'a^"II-^c^" rRT""'"e"„'*'m}!wf'R!'b"L.', _ _. .. ?a�°% -v.r LL 11� r E i 'r Ir .�..M., wi a+am.m.�w+++.wir „”` . -.-..--""""'",'.,." w:w..+.""""kw. "„-.rx.c. .,.....�,. -...- .,._...,+-.-we" ? i;+ '��, ,,}.,, ,A I-X ' s •+�....wwd...�.r:-.�+-+ �w+s '.aara*r„+c .....nw...ww �'. +a'+Ms4Rvwarws '�""w'w^"""`r""'. «.w...,,.,..«..„.e.....,�wrw. .rn+w•dea ..+-,.,.,,....+,w•,.-,a ..,...d..,.+......+,. .+-....,_n..,•.• .,.,.....,-_.«-,. aw>n.......-...,.•.+► «..,,.,., �.,..:,........,,.••,.. ._ .. _._- ... _ _ ._..___.. -. -_.. _. _ .. _ g .,+t 4 LY r�. �'y ..`,€.K 'Ye"' �'"W._ ...�.+.r:.r«.». 'r!ti+'.r"p."„r' '".+ "..,,"""' .""«""'-,'."" __ _ ,ww �. ...-.......,..+r,w+ ----�..n--* .*.+....�,..--+ ,w. ..o^'+�'..,...='^r _ "' -,.....r,'�'„ _. _ __'.,.,, -.-._.-. __ + --..._—............ . M�wiMwwY,. 14rwWM,YMwIi Fri �,° MMR , rw:Y rr+�w..+.r+r.e�-. r ..'w�+e•. ,,a 'Mmr" 1 4 �` . ,p�` gyp,. t , rn� S _3' tc // t?�'"�1Ts� +t .`'+it..Y -�� tpli, s ', ,�I� i, }+'' 41, ;, ..- `� .^Y'.i ;;%'��",,,,,J'.7.C4•t 1�t1 ,,, _ _._ _ ._.-.. ___,,..._.,,. _...-.__, ..-...,.. i '`'u •.•^,.'7�`.I�F�4 r '+yr`'a ✓�"".r.-4 ' ✓ y /F ,3 t w'7. +y' - `__-' n`••.fr} 1` ii .. __. .-- - ."_'�"'." ^F`y. y '1t t' /1r.. � ,;y•+ ''"'"! :,- +,^.,%, �".,- ,Ir 11 +w�,.am w a,..,�s•' 1.00.00 rrw d...�.4 .� �. ,./ ._•__.. ._ ,�V� L-,--,) I f— i �� �.00,..—� , d . I i ,�,� ---_ _ � . ., ; LTE � SAE ) T v . . . ,, L ti4 ,, 9- 1 . C f"'i N �) 1 �, . 4) -f4 j I t - -""IN "a �,w-.,�asa„p¢WY' F. ,'r '� �,r/'""faI 1.�� !� �1 � y.,._-... ,;;:r i� ' 'fr r i,,,.....d -� {!� ;�d f,,,,rr 1 3 .,r� iG.rw ! ,.' �' ..�. r, r '4;.,f'th'.F r,� j S,J I +��, 1 „�,. ..,ke V'Rd S.1 �....," i` ,r ,y ,, ' M,r} w4,.s'" ,A r1�' f i - �r Wr', r'#,:. R.en"!' 'r t'' �a'. i R ''w.H,.nM e,.J ,,� trj{ASA� ,,,.�,.�_a+11-rn=:r...-,-� ✓' ." ,•,i"- 'i' _ ;..� 1 . ,,r4` ,; f 4V*-^MJ:✓ I'^ G! `, 9 ^�' ,ir b ..J, /, , �rV.[r. - _. �i!'�'"�%.� �.�n `�f'�„'j }n' J .M I 1 S , �V�,__ � yam,r "�e �I f'fJ” - ^� t,� d � ' - r. __...- �: may+ I r111 r 4 V f:lf'a'I' '" '�/Z .A*-, �'€�P`' ! ,J { '•�. .$, F-1-1=..w-._: ...,....."-,_..T-_-^ 1. 1 -11 R".'�'e .:,�- -1!..'"!�` ',c'�"�`".;�`.-- ."'`� '. , 4� � G,wf {'Y.#K%3 , '+_s' - •a ,rj ..- - ,` E >, , . i-::' frr '1'"fi, �t •'"k.IY ..:. Ki -y. .:'' ' ` .�jof,t+ rte" "`�. =, € t } . L , — x . r T � ,::;n °). . . - - - - :6.00--_.,- a ._ ., �t> i� rf j -- 11 , _ �� I, - i �rw� - r ,/n' �� W.wM.�.�s I w,�w..• i .1l,It► M4rrr�,+' +wr► .�� .- •-_•,-. ,= A _..w.,.`N,,:,-._. ._ T-'^",�'._•__ .-_- - ,«+�t". "R' _ 1w`'t+�- i F -^ r~ "". ,,,�„ _' ._...=- .- . _ a' '""�". r � +F 7 _ _. . _ 3 - ..- .__. ... ..........�.,-_...-...'_ -• -__.__...._-.,...:___,_._.__,_. __ '."" "_. _._ _. '4.' i� } m,l°,• _ - --I--_-- - ..,-, _. _ _ _. _ - , ..,. _., _ _ - ...,. _ ,.. ._......_..._.,11)1"+ . - -_.-., ....._--. ,., . .-.",..,..�^,a..__ -.,,. .-_..... . ........ �.r/ ,,,.i''r✓ i i a t 1 .. - _-._ ''+�� , Y _.._ . - k, _ i 1 � i -..,w. _ :. _ rt . ._ _ - A' -. ._ o.�'" - i 1. i 1 1 i "_,r 1 - . � ,. i } r � [ �� �t -- i _._„ _. _ , , L --.. _._,-'- -- __, -- _...__.-- ..�. _...._ - ... - _.._ .. i �c r _._,.._„_..--- ( j _ N _ !+ F• 1 l �, ,{:: > ./,,• .. i I.. ..... ., 1.,,t a Y 1 ) �..o !_, .__C _!;. _:a, _1 <4. 3. ,...a .. >s,..i•< _ f- ..._. .1 ,_. - �� .. • ,_I,.2+.1:3...L_L.[ , ,4 >:.,,,,�,....,, .. „•«. .-�,, -: - - -a .- 11 .,�` -0 ' - i I _- ..- •. r - - J'' "'✓lk" a X17 I, y , 4 — . . __ -._ w� ._ _ ' i s 1 r' ;,�,, 3 _%XlL 7(„ i .�r.'`: 1 Fy 't I •, S f ,' ,. i1 , _,..",..... ,�Cr# f 'a';„: ',„r"'�..�,'`''k" -,�... S {t 'r'4;�' 4'` '"h. I C 1 , rr I - f�' .:t E , � a",., „+'' 3'"t`Y;Y,•'•,{1v,;1", r, !) I- . r,i1. 14 FT 7 "�'{�'• ?'`t.vr]r'!t.. � M r s r� y'r'S '��` ( W� 5�, ..r_+--gym.,,- -.,' "- :.___�._.... `� ' Fav- ^tiara;„ ,•,,,,p.,ww,... — ...„.,...-.,R 4! ,47 *w' �-----._,,,..._.__ aka axrac mnr +win*+ug crw,n rwcn w>,wo- .,mss>a w�sw' rn.a a ate' r rm y . .<�^r. i+r 3,!r ,V. _' - 1 -,, ,-,t' ,�,. ,.,+w, .w..i. 1+,-,sr •n r•.:~ru...,a..,r zrara'.,uraa,- .,,• ,ra....,„.>..»..e a r..aw...k,,..3,.. .«>n+�n,+�w.- --w.>M.r„+w.=... eu�u�r�'-ar._.u.,..x..-. cnc.�.,.s..,rnn. .. -. _ ___._ __ ,__ _ '_ ___ _ -.._ _ - _.. -- -. ..,. .- r . , r' k , I -a-u,...v,..,-_- ...a...r"n....n. ,u..au n,w:r +an+s'n reaww -am:'.-.wwsvaraw.,,.. ^• "”. '. .�M!�"^ ,', I i,4' w x ��" r..n.+ �. . ......w_+ ._.r.w.+ «..,_,..r . .._ _ _ _-___-_ __.-_.._,, _ _ _-- -.- --, __ _-_._. _«{, �' _ . ---..- -- .,-- - ;jr- u ...w.....,�.► wr..�.I a..+..,w.,.++•_... rv�w.-w,.m,— a:�..,r�,..r.,«w�.,. rw.a.-j., 'rw...+.nr.w-r+. - ++,a�+r+rt, •.-."+"-,_�-,-..+.+ - .� - f ,� 00. 9'. ", + 1 ' ' # � , � i)cam r f r . r •Y.-..R,� rx'-,yr .� t 4i �,+{�' r,:,";''k.1+,1,!!'.:{ �lp,+4r�'L, ` 1�'" ' '" '.x,A. ,,r� i �`,y+ M�,r,;,,�,.v1,�ai:1,,, ., ,J ,y ,,t� �n1�JJ ' !: t .1d,r `« � ,� �I , y ;' +f� +'_. CJ' C ililbar" c fr ay• vrrg f"#„r4 ,."e" .1 '':.!-k-4:- r;�'"Xti 1"„%o°kI p / r. AL 1 ���'��,,,��1.�.- j , ":r�{ "�?+'' �! ✓.+ i1 a�ur.a .rte. vw� .�wr vm� dm . �� arm . 1,�� ,,.� ,,, toom, �� , ��� *P11kN I ! :;,�-"\/),+��L I I .00,11'. �, "-, -j i " ,,,�� )[----,J - 0 . - 0 ;11� LT E r—.2 . I �—,%� ---1 � , 2 ' - rl -� IV4��\��Ot,:� 1*1 ,--,','A- -1 ,-6 " A F\ Al t-- � Y ..Y�€ ,xa�,fG �sl:i5� ., ,.,sem , �_ _ " ,�---- ) 1\4 ) 4 � IQC.I � r.u.wr ,..,r,.r..,�. -- C,A► R R E T T A . S T R A!V G "4ti y, - x t r . .; , ��,_. " . LOCATION t,,j, `' t,-€ ;S'e'A�ri✓,, .-- q'.`i-.i, ,00,,!4 1.ItinK` . t7v°k.,e_ �' architect __ SCALE 1, 7t{ REVISED DRAWING No Main Road P.Q. Box 1412 Southold N.Y. 1197# - DATE a V. f, , "r ��r'.. 516 - 765 - 5455 DRAWN sr e,,,* PROJECT NQ pA r�'-x „ - - ,,., ,_- {4 +A sem' • 4 `[ [a f.,..__.,_.r. �� P�f I�.,�....,.-_-_.._, !'�`iM'�w.��.'r`•3�W;G,''}SAV '�+n`I� t.-y� f YI 4,W-I.Wf_ At S .F ��.`�{ •� , � -� 1«Ii !`r r,' 1�x-41� �1 �1 !, j I ! -�}f�•��"i/r� t--,._._.Y. X71'2--�I•�V:� � ell �r ljr�# r��y���/py ff Gr. G�• , 7. 75 44 711 ez r' _ , >M 1 a — I - �r -......_....__.�..,...-.._ ,.,..... _.....�...-.,..,_ .•.":.-, ..�.................. .,,..._,,,.._, .....,-.. _.. _..., ....._.,._.....,_..,_.. � f , �.... _:..,ten„ ,«:_t+�+':.z:+a'r�'-s.�. -^--;;,c,.-- •::z.w�,.:� .-a.,.•... ,. - _'_-�-:;"'-'-'_•.... ,,,1i ..._„__,..a,.«. y , Y It � , -- — — — 1 _ k { - 3 - w : ----•--�r�•,• ---a.._._ _.w_... _..,.,,",..._...-. w-...... �...�,_. i!e'x'�`, �f 7:1 , . I 1 k ax .�- .*A"• - �"r'�` _ }�1 i 1 � � 1 Y E i �"JJ��",���,���{y�,r� i "„'..i ” 5 " • �f 4 z i�,� 'g i, , ' .•;�� , r >�07! � � w4� _ a' � r";,���;,' �k�o.:i � - ! I, � i "� `GF: W'.r ... r.kF", ,-,._.., .« ������ �, ,<.a�.:�,=a..aa. ....e...,.'r.,�,..•.,..._.,f.q..._.o,,..,........ __,-,_.._.,,„.,_._.... ......w:..:.gym+cw.,:...::ppna+-.w._,w .,,,,k..Ks�,...��. ,.�..,t,,..,,.....,n•�.... �'� s�,r";mart;�s,w.,.ww.....,w.�a�-+'tr'C"'�'-,.,_x�.,•+,�.�+-.r•.�"„4,Y,m�,ay,. - � � , Or -'rm,u� �z�,� z:•:xc� - :qr•_-" "$,_'_ �...,..,..+..,. w,-i.+x,w.w„o1 �� _ •1R+ f/`.Vi+" v ., nwr '" "s+ifRA^+K•rv9' ..... _ - ._... _. �_�» .. **�� // I .nnn..�4��„b�' f -....._...._.._..._..,..,.-,,,�...,,._......•_e.•�,..-,.T:'.:•+'�,.:::...�^.:,::".�#�-� L�"4�.'+1- s:.zC^-:,�,1'�9w.`�L�''',�.3�_.._^RS"�-_..._.,_,...�jy� ........... �„�,�,,�,�, D �„�,�,,.�,,,,�„�., 1 a ��"� '�'" _x'33 C}y �, f �.:.M.=ac...:me ...r....�-....ip wmw»a...�M � :arc•aw .p.�me.umiau..._ �.u... ,..r,..wY.r...-..r... ..t,w'M......r..w .+r..+.:.wr.. y.R.e...,A....e,., �,-•.o.V,o..e,�..�+ NM. .+.�fr�YI�M, .__..�i.�.....__._ ''M1 wawmmmmwm ror I c + . TERNATCNN • - �,. ,4 f TV , ice ,T � a ."' k' 1r t ', "�•re�`Y'���a'+y}/',j ..._.� ,� _ '� �" ,j�y� � r� ��r/'Y� �•�'`��t'.�.j`yG,r'y�✓,�r'T,J"'' fi" "�»,4i #may } .i,� f \` .�� k //x "L ".w."'." ,•.Li, !."".'.i I'`L+ V � � �`� I ,T'd•f" i,f f ,P"_...� FY I .'t�.'r y 1,nA �••.( .7.r1Ld-_�.'_."_"'e y�if�I� v�4 fj,¢ I/�,`/y,,��rt ,�,y��fY. r'.x,�✓y .- � � ��`e � < � t Y 11 �aM�+.• __.. - ✓v k /'"X,�y,`�},-.Ea.ld"'1"•'' iJ' �/ �.�,�..i r.5..• ,>',�'�k' ey L'`�4�q"`1: i. ✓', �j�.ar"r✓.Y "�G wr' _i'�+ aL� 4./•^`f'✓ I � � �f! y�.y/'/��'► e,.+t I r �� �� ,. F � 1 _ ;1"�r'"+�"�.� �r � -` l A � �� 1 iY /�'>i' ) o� �C+'�w,''� �i�/" J''",'�"1 pt •>F w.�t'' %+t�.',� ��� '� ,S -. .-li�t!� r j� i •'S P I l ��f'd13rE,4r/ -fir" f'�fi"/° „ �d I f� Y 1 t k ✓ 1 r ��,/,,�,'`� _ �.,,.. },-. _ ,I, •f J^':fir^ ���'.Y" , � } �>��1�� `�..._ -�`". ..d..� -� � --. - �� - - 's - �" i 7�+=� :. �;�} SIC-�-✓ ,...✓ � t .. x. r'a+ �•�'�'-• ...�.,_.,+..,.. .x ;-,+�.._. ���+,•^�d�. - .....^!�,r,. �rµd .«rw.u,+." ..,. �tr�.,�l'^,.:.�,.,?:.,x,��by„�+-.c �.,rr�.+,, -_. .. '""'""" �-. -.»�sx- �,_.�...,__..._, .., ._ .___. ... 4VI'1111, ��„� - 1 t i '1!! ,�x,w" ..... .,". t .,'-t.•-u ,._-,_}.F,. i: j/P j j i"-- q >�'�',p / ," y"L i, F'u �.• •ii- >i - 44F i - ' i.€ ,�i[ I-{�} •k.{ .! f .",+,} Hi^ -j ,,,s-5 t,,,.`' '� i+�. t...,.,�'*n. !,-i' .-,5. 'f 3, �. .„�.� .�.j '' ii .a# 44 i xJ I _'� '.•�.....__..., ,''-��,,�, tri�,�"�.� k ��e �",..�.;��" �yS Y` s; (!„7�{! \.,.1= ._. .,j .�. - :• t; �I"+i'",;,, ,+' ,,.'' 4 19a !� 41N t , , a. _-,... ,_.,.,,xce,xrr�'r. ,._..__._..,.-.-.._....,.-._....,_ ... � - Jl�.._.-_„-+�...+«.,.... , r. +...-....+.,-.,+wh-,.-.w,w+.,4.�--�+xi,-._,,,,M.•-.-_.-�•_r_.++..+„-.-�,.._..•,._..r,.,_..,..._-._.,,.+M.-u.r++,..+nr r.,._.a.,.r...r•. ...,_ .X Y'..._. „{,�y..�M ..-_.4,1♦ .,.n,y-. �,' -.e .� ., .,... , .r��'��+11�Y'+e%tlY+Yate"VE't"Sui'tF`,:E['t.'�Ig-3�'L^'74�.,�.'�.`'iiSK.4�'..y _. - .- - - .. w••T^�'�•,' Ym'_-.,+W.1'1,Ai[!Y! 'Y,YS4 fR. ._ .2'R�VN}A' _-.._,.-. ,,....-.�...--+-�..___ __ —,_+._..........,_.•..�.._._-.. '."^w,^'.'i.,^w. ,TYtrr � -,y}: 1au.•u,.•. , '- @JTNKdM'�`.._9.,4�rLa+w."'...�'�L,',"fW ,..`�,'..._k:G - :'.'.�IMF1F., _..._.._. _,.�--Hntlr.�i.�'YP4GWNf, ._ .. '..`..-..Ct'_ �' " .._ ,,�.y, , F � ", �`� '�•�P�I"�'� Fa€ 'r^'4! ,` 17.✓sfi'..,,} �' ......,. E«•+'✓ '�.F�.„� .+r'"{t�'` ``;+" !rvt '}^--- ^i jS.t'.s"t,..7� h.. `r'-•f'"(�sy.r , r." x. , G o1�8 .A, '+ tL }+.' i�; 'f ic� :" 1 i } Y�( 'l r ! .::.<, i a "•r 'F+ ,,,C ,onY�ruur 71w1Yl"w" A r ,mow ,..l.I, +Y04� a +r 911111100w vmnmwm w r'+" ✓ i '"T" ►^" Y a" 'k , y+{''t�t' 4,�1'e! "'"t � ,+�''/¢y ' .+�/ / ,,,+ i... aaMY,M✓Y* „_ -."'i' r 4t;��i� .te�� kp',.,r+n.f�f.+- �� � .ate'"` `.�^� .S�f .�� �,�`4 � �x.+/ �~"`*+��...,�.�,�...,�,,,, .�,. },.•"y"'.,,..,+t'',....,r^^'' � r ....�,w"`��Ff 3 ,....� } rr,�a>ym�..+aswrss.�a+c-tar�sa:Yk7'•,,".J~M.9n°Cs§.�""t'ELw;, .+�,.,��.."11:; p .....-.-_._. .. _ _...- / �' rte•', r= {^'`��1 �, i �.r' / ,!%3 F�,i ;� �,_.��"� w �-'. � .,� kr '�.,,- t'.�. s Y TITLE GARR! ETT A. STRAND LOCATION x architect SCALE '+{" REVkSE.D DRAWING No Main Rcoad P.O. Box 141'2 Southold N.Y. 11971 DATE 4. 516 765 - 5455DRAWN BY { PROJECT No rd,✓ I * �4_ — " "I 'r -! ;'.-�.M,;�;, ,-, �,4 -, "17" y1ur- i f y i 'R , �r�f. *�, �l , .. ,- ,.` , ' yl, f': iIF"x' '.'`'`jai/;• -,Jy L-'' ,t+, '. V� ",, R+, _ r`�.uy; tl , '� 6 , /Jry ,: '%' I j i ,. 1,, # li' ,#I;X,,! ,a'S; ' . '`ti r _"""� ls'0 �E1, .' ' 4 hl Y 7 ,� �,/�*, - .° ��'CVS:a,i i,� �,/ 'y,�f, y t'A s !Yy�!'•". [ / y i�r•�},,,,� ��"t',;P"I �.,fr".i' r F' S � 1 ,,'" '`1' �.7 F 'f"'J'�Ws..i .g,. rl.--+ "C�a' ,, 1"'`iQ. :','75€ � *,.T'�,r I,�k•,` /*� '! �1�tm ' rte „ '111 � ►� fi rto r _ �` r ° � 1 +, 1 t 3 ,,,,�,g ,Y G' {v� �1 "� N� A. �� L""• ;."' °,'`�' fr? v.+" ifs" 1'�F +`�•" f 4�e9fr ,1 # y .�r'�j�i ?L '? �� f" { E� 1j7ry� n r`I1�i� / ! ° w '4 . , i / {ilrtr ' tyrv+,�'y �''-�✓ y.' ✓ .it -✓ "�.`: /'r ,_ ,4�i • �`it 4 irpV � � � ' .� M� � v�w 1J !f T rill ; Gl� rrL'. f + V ,1 _< X y, ^Im-, " y "` y, ' �] '�,,�`gyp + a ayY, ' b ,r p Y v y.r ,L - S jr 6in ,^ ..ti"�� X`Y-, F'��• 1/i#;+„ r{ ( �r �a- ,�t�y1i�I 1( ' �rir �, ",'(,;.T• /' .',t`ik 'L,.4^. , 'r' ;r.', S'' 4y+�,t�,''AY airy. f( ,y4 2 r' e�'4.�YA�° C>4m' ^+d,' f / ,I� t�F`?f�'� } � J 14, I1 ! J ____. ':+'4✓ G/ ! !M!n Y' '..'Y"Y.A&Y:p , 'ti* �. a•„'�i, lr,�,:."��"'' - ,.` Y :',"„_. ,•�_Ay}, ) �Rm } ��y �3 �{" �t� p �i S F f✓+; J} 1 w €f qq i v f /�y, �f t� ��f �s , f�e� .c J.. - s r z,`_ += r �» j ,i i- ti'' I'' i' ,r 3 },.;'r' !'' 3`, i�` ,. f' - '�i'i f{rr..,av',�, ',/'YEbr^; /f f '!• , �_; w'" 4 A, £ �!A '�;�'+�•, ` {...`'.F�4? ,� �, �r'y/79i�.,3+: Y�..• , }I`�:,t: ("I�>r '•'ter', I �. - , +�.^'. { ',C,,,..a 1 i I ' l iK�{ �t �l ✓+ ,�"{3 Ao ! '1 :r'"�T' 4Z) ti,t '�t.�'��' "x*a !'l`� ¢'` sill+€. ?�'4� w�' �' ��?t f M't�v �.�Yty_ I" IrIA���� ,�t.'�. �� ` "' x r.�,�fT r s i _ -1 �is ,4' , \' �!9 io,., �i' '.R)� p%�l` r, ?t fly 1"'0�` ":j `uti "." .Y�yS/� j` i ``. ' ', I� , f - f� r'y. y",��YIf•+E fi+ +i, ; v t,�tt,Yi . �`'`''� iM. ,,v«e'y,i - '1i ,�# �,,r,n r` r•_.... "N' I 4`t / k'��i/ �y' ''.i^ '`"y •,, - `wir ,; �,:tP',,t. r -;�f ( ; ! [. -.'ff�,.Yi.,, - �• 1�q, f,,} j Ile '',!?� ;lIK",r�R- j+�� ; ,, 3`7�' q�;✓' 'P€1 `�3 ,f` ,.'#a,�f'f"' " 1 ,y'•µ ° C -1': ,,`,"'qr/ri'"`. ''�y " ` y«. r.r „.r.... ....�.� ',..I,�„�.. .rwr 1 �� L i, 7.�'�✓ Y �,r.rF`t•:� f,, r !' V �h u w 'M l - fr r' _ _.a __ _ __ I .�__ ' � f , x Y 4 1J , -t,,. • f _ ,. //�/� r .s a r , ,,.w w..,r �,..,..,.. 'x.,_.,'....mm«a....r+. '.,,.F..w.,..a.. .,s.•>_- ..,,...,,-,..-.�,..,..^�. ... - ":c'. 401+ r, ..J�1 'r Yom' Y r< ,.,r�` i , -,. ,:. .....»rnY,w•.. nt« •-,x.- w ,. .A1" .,,«. m.,s,. ..,..w "`_, "`.�"+.." s ,y�X f ,'..�"',�` 1 ,� _r_"'k"" - ._»_t`- ,w-n.tn,.. fr'"'�'.. ., aw.•-•..,:.W,., ,,,.,r'„j. �±'�t.� '.' ::�' `` .,,,'� •+"• +f if^' ,^ 1 ,. ._.,.- ..,.,... .a.^..'.Mw_-+• .+Y+'^.+,^^'M.«.r+w..'...1�M•. .,.... ... . ..,rvwe,. ..,w.nw.v._ .r.-,. ,«.r": , .,q .'w':- i,...".-. _,.:..,1'S'_^'� y a if r'�, , y TM _ t w , _ 5 r +'r } - ,« a a �'t% '`iC. b ' , � ..�` .;�:- .,.mss:• ��_ .._.�..r.,-,...�..� _ _ . . / f ...-. .. u.-+rv..r yr��1�M' ., .... -r,.� ,..,,,w-Y .. ,,. .a,.,.._. , ,,,.,, !_'h ••Yu R auric* e.e:.ti4 ,-,:. _^CC.,.ar-,._.:,-. .F i}F yl ,yq,�y� w irl _ +.wM.t.r+.:-•• ^a+.�r�'fl• ;,x,M*M+"s'w^'..r.".,_ „✓.. ,...r.<,..,...uu..,- «.- ., .`�''s' y� ,«:9. .�:"ZY" '-'W" s'_,Mlxa,,:,.'a:.G - - ,. _JY, Vf" # G"Y �+ f''z�"/r J ,��• ! -„,,..,..1�-,..r _ _ , .Iw"`�' .,va,.,- ,...,. ,,, i't'+`:F„i.�?�y^'�-+ �.'1 - ,....-» .,_ .,,._.-t} - ,., _ _ -ll .,(�I• .� ✓^".'. f,.!” .,1,�,�'. ro� i, ,� ,., y x� ,1�ry y ., . F'� ;' - YW=�- ,.,,_ .'.... ifti"`%” .9"t!a!':.. :-f".' '.1-,: _ y}{a�.. .. :..� "�, ,�' ,.,. ..+#,�:.. } ..!!- ^wt. k !. il- -' ' _� 7 '',,#,k y' \ l - _ ! i S ,r 33 ?y +. # - /` v d` € �- S1. l I ',3' ,;,1 i' ��, '(i}i -11• c: -'�` {b '4t � "+' 1* � I � '� ''"1 � �+ , ` ,r'r'L ` , fr All e n ,v �*,'." >a .i' , i re IT } 1 -- - ra� �•,,y• ,-ro y - 'rti 4A0 y- ^«'•'p>_ "�„ J T# 4 yf + )�� - y _F rv,R } 7V'� / .q_., ,'i `5... , • tr". f'` "'7' n/p�^,,y�ir`e, J a`f �Y,i �*}j P _-_....._. .. r l I - F i V t ....=ti."k::''6 `.a»..,.., .,.. ..>. s.wl,:...;>,.>v.w a: -,.., T`^• ., ., sr' ted. ,. �' }.°, -E 'b`', .'� „d , w , ...,_ ._.,..-.,,_,-.__._.....�..�'_ .-__....� i• ..,.y�: ,.»-'..» '._.._.II � .�-'fir} '-.{"•rvr --'--• ,__..-. �/ f ,:.. . .. �. r� �' ,1 1, ,. ., x ,� ..-' #� -,W0�1 ,^ 3 '1i' L ..,- -+.'+1 ,*...�'i,., = +'.✓ ,...,,�.�. .rql- - .k`', Ilk *_�._.. .,. ., -- x' ,', -- .+�" r,�.5.. _ \.S l Jj!. - .YrMI - > } t M x } il �^�.._ ,_M" .-._: - .. -11 - tit f� I *, \ .!` a( f 1 114 �+ f t } I/V E. , V ^•' -11 ,} '�' -y., „*r- -.-s ^€;-s..scu,:': aucar;- ,,:r.:c'�art+s+ay . .-.,.,.,. - _ __ ,. ,. ., �,�....° •w. � I u. _ *" - _ - , i`t+l ...+ ',..;, __-__. -___.__ - .- _,.w.,.. .r<-.-s._..,,_ - .aecc;,._ ""'y=,,,' .. '*".' 3 {� �,(, t T i , ' 'T ''� ' �`'V n.✓'�l ....f! df I �[.___I_ , I .� .. �I ..' }t}L ' -, i�} t 1 "X.A"' ' -, ?E {, i�-- `'Y ��" k"`� a3 f i txC' 1 y.. j *�,M t r �',� ! 'r;/ '" ,rt t-f. Mme.# ; , l `t ;. ' ,.• v1 - , - t ...YaK - __,. _ __ .� fi I . I''- i, 1 1 � I i , i 1, - a:;. 't u Y I � i�a4 k rw� _.__-. # '" i - '. r l f , � ;} t'_ iF to i ; V� " # r` s � � 3� '"° r,r y.`, �'# i+ : ,:`, tliv , �.i 1' ; : 'I , + q w �y�y" y +,,,,� +1�`�' , : . 'n + l M' °_t",;,1��"y15,,.+1 I �, _ YI :�,C:T.�.�A•.r`1 M F«r")r' W i ,L-,+_ J { i "" -_-V=_-.-�- _ . __,. p c� /rt'+ .,� i I y- ,t �. ""M+`ir"J Y _.�,._.«,._ , .ai I ..- ,..,w1 i s . .^, i _,r...,^+_ Jnr yy r. ^ y 1 W �� �""", t-"�r' { , -: ,Y"' .d,h,"`�r's''', .. ,'"�' '"�t _ i*a"c :.wac�_._-.- _ _ ._ y I,E �,,,Z,.,-,. �.._ +y"'� 'I /'. ,., y I �, '::Y+?Jt' i ;,j 's "�j' #,/ ,«•r',.«i.+' b'�`t�'�!,Lf•F" •^" u !, �h � I T, r e.., #, �� �" p _,_. ,+' "/ 1 __. _..�,_.. ---- _ ..- ___. _ 'at �q", 1 ...,_,_ - ,�.._ - I 1, I i-- y� � r _� .-�'" � i � ;: ��� ' k� "���-"" _# �,-• .' �/�,,., ' ..._.,_.._,_.,..,, __._ - __.-`- - "!" '' ,�;"� _„ _._..w .,__,_ .._ .i �'" ' i y y ,(,•,;t 1, 4 ''� '.",.. /S'r` f.'t rr;�,"' reL r' tl _� 1t. s r r s I:eI :r �l sir". " ## �,;0i �;n,,, Pi-,$l :, li a tf'� I i b, 1 . r ,., i 1 _. + ! - �'�- i s e^ w"_ ( 4 • » R_ _.._ - /r1 `f` '� ti " t _ . :.', r , , ., ;. �� �,- ..,.-..,>r.„,.. _.,. -..,„ . .-., � e i __ � ter' - ,,., �. -mow ,,: __ _, . 4,_ _,.__._. -- - ,_. . __ w ,.-.-.:- ,. ri�� ) ,, a .,, - ..,,.,_,__. - - «..,%.d". - ,M,;` a^r.�+i.+9rrv'-,. ::nwwk9va.._,' w ;w i i ." _ .� wxX .'w .,:..1.:. -+.'r, -«,,C f.- ,. ..•'RTw.f+w-it'-..,*!'!r'+er9Mre_^..'a',c'I'ils'n''.F., araf,' ,.,.` .` , ^�.. 4 ...r.�rGta"'r'.,a 4r�`. _.y...{ '-__ .-_._.. .._...-..- -__-. - _ *'i- ..«SC.swr,.... .,i...+,..,.r,-Nh!sn ..'xr-�f'_�..�'[-�w1kkM,�...,.�wR�",•:`+i�ciR�”+ ..,. ..,-_.. ..-..,.,-,.__,."_. ... ,y�,r} 4.ir^M+y1t." •.i,-,.MC; y:SJ„1 , ,yam yas�p'. -.Hwrr-,ti:.,'++wwe+'`' _ .. 1--l- ..- . ...-_. . . _...._.__,_._._,..., _ ,,.,<. ,...-.' ,_,F. 'cam .-. ... -___. -. .. -_. ,...y.p.+•^,.wgnMe'+a win-:," ..' '`'y?� "^ 44 sd %I „ yam. `;.:,rto;,;�•-,�.ar,wi :'a' ..-ac.Mar 17:`w.".r„-_ ,,. �� .�, , '•,_F ' ` :;;I ! .n s f »:,-. '. »:yI i }.`a f" it t"`+',« -4 �_,r^') '-'-. .__-• '1 ,r 1 tr. -,.".l - !.;•--,. y. "�i r-, �' 3 "? Iia"a-7} �, h_.__ -�7d.� ^S'>'` '4^"". 'S �/'•..A+ ,Y= 1'� :." `rT, `� _ _. .. __,.__ Bks ` ,_�" L,d t_i.-.i _�/ ; � ';,iii � r�GY ':.1,'� R , . �t�`. '�' !''1 'ly '' �- __ v",3 t . ,� �71 , v -Ai ' I "-.* . I I .----I\-,..- ,I I tri , '�.�Ilrr �i/ 1,/+' d,..,r•T.1,jv, i1 rq'r•",.!. # 1__,.-'x'J� '� � ✓ 'S a;'i.•'Y{+ " ;X f` h�te.�, � }�.,ai At •1�jGr/- Si"' 1`''^- ai`:•'•. �N �'? w t, o NX— -?q „ ���� 'z� %'!� 1.� Ali r ,t, � j i��e� , �!c» },m', }'wry l f� F, .:� J' a i" � p �ytm�Ott° . I a 3?.r � I F'r a t; Y ��+ .,,, `.r ,A-, � - 1 11 .moi' .�` ,r 't""" w.i}t M"'ff�4 f.'`' ,.�"+•'� — f # ,: V. \7aa_. .% ALTERNATE - , .�-� ; � ,;, V.�,�- , �.- ,,J.�\ A I ..� i, w w"Al rI .. t �a , `±", �f ' ^+ 11 r ��' 0 iUA �-`e4-1,1�� �,�*,UP _7i�, R l ! �.: ; I�I , " �,- � �Fs,�h 7 'iii its'/ 00016 I L01 —,,,,s -� ��,,;,,, — ) A � I ,— �44j ill r .-. ,,10 — 4�60� , $ ' r^ V'G^^, ,� „_�.,_,.�,,,_,.,-.. 1 +'�^ > �5.++1 k�^ `* - i _ _ �, `I'.f"',,,_-, "-.1'..., 1. 1,..�.w pt,-g,,;.�..,+R,�`,•,y ,. j 1 I Y',:.,. G:'',:r, . k," � �A �""� r Y /' .pC fir' �� �, e. 'k}� � ; 'i -�. '` ,' "� v ?u t . "a -10 } lf i •Yr",- ° f, , -~I �•� �'A °��f''".+nt� '�� �S+a' �'{'�f i ,€"„�l �,t"dlt.,',,�' ._.,.-,._-..-.-...__....,,..,,__.... -`""�',...""�,+i,.��"�«.k ,� x'-I ``i}'S""�I:r'^r' ""✓Y".^/1't".,��i `�''�1'�� �'- "%' '`', .,,.r r'" , ,y+� ,I G i i r. r. :_ t I I-— V vft�4".t'.03, . "Ir +`+i�L+r„iG�c °..ri` `„ '.'^"'..,,..-....,�",- - - - ., v - a...."�t�utFY� M" .. I I i Ye" +iss .int �'+` t i " � I ' p r� ` 1j9 I rg 'a .# 1 , r'' ,4 -' iyti,� j '4✓' ,'i.r __,..rr,.W.--.�.-........, _ 11 -•--.Mry_..,,..,..� '�`"'ti....r+r"' .,,:.:w�-,:... 'p 2/E'�►:t4,�:p iM �. T.1 y �; 1 , i + ' - 1 ,I � ,, i 'fto,w , ..,. _ ,-.. - «�.."".. =tee' w -04 11 I E' ti _ ..._._. ___.,...,,. .. .�,., -.-, » „_ - -_, µ,,rt.wy «� ,,< � p I + 4 t t fCJ. = k: - _111- «Ml _ ,.,.,, . _ _ ..,Y_ .. ✓ } . rr ._ _..__. _ , .., ,. ,,rt r '` 1 w 1_ .... w. w _, __ ... , 2 ,,_,, ..,.«. .. �__m ... .- . . _ .a r ._�: _. .... ,. _. I _Ae . ... ,_: .. , M w� L• _re'aC � _._.,......, �. .,_._, _ �. I __ ..-�__ .,_... _ ,.. _..__.. ..__. -r-_-.,. ._ _�. . _ :_. _. W ._ .. _a _. . ,., w.-_.... ._� _, ; _ .,. _ ._ _ _ __- ,.�.. -i4�wI I t, __ — _ _,_. .. _._.. ,. x b .. �_. �.... ......_ .. l4wA91 rY -�— _ . ,.._ _ .__, �_.- . s . .11,14 m__. .., _ ,•. ., _ _ , __.. � _...rt-._ �..,_ V i _ __ _ ,,. _ _. -71 , _ g , _ _ _ _.__ _._ _ :__.. . __ , �w _ i11 _... _ _ .. .. _ w�' _ 1. I /' .,yl.:_- I I _ CYC f . � } + , "1100w " _ �` r # y+ ., =,ice Y�} !, x i,` -` I 10a Gam/ f y7 ,, ,{ ,RC1. wo" i1. �,! �(. l : '�'�yy r .,._.a, 1 1 .ti.;.' .;.T"s I •"M.,,.•- {��,,,qq .y, .T" "+1 .L04 i+ ,R.✓". , 1 ,,te�tt,�^} ..k"' "-;'N-' i .i*' . . - �a 4 y,� :�".t� ,rte ! , q$ ',.N'A�,, ' /]S,3'�V ~ '",•"..�4 "*..' • .:'%F" Y'�k.. ---4+w ��t _ , �J'S'T`'1 y 1^ST�� �,�.I! 1 �`""'T'•Y r1# f r ; 4, -. - '�r.a,s, C+' . -,__...-._._,_..-_______,....,..._,_ •� .ya� 4"r' _. , ': 7 ' ' s,., rVel � _.. i, - ,. ' ,- ..,,- ..,.. .-..,._.._-.w..._�,--+ "_ .. _ -..- :.. ..,:...,..n, .f_ r.. ... ,.i_,':-3+-,, i _,} u. .1�'} :IE .Yi'S+r:,'"'i....r.:. li'i 6XR ' 1 ' , -4 - , - ,1 F �€, l ;, � 7 �-�,.�.1,- Al :I I i , Z ; l t { �,-,f� 1 _._. _. , .. l ,5 ! :Yrs , _ x li^,�' "� ..,...,....-__" ,�•.-.:-r. __._.,_ , ? 1'1, r^-y 4:1 _ 11 .a 4+ 6 i ..■......n.......n..'..-a - —--i� '�r�;,.�,�w......,�_...._.�i l�.a��"'�"+Fw�tl :�� 1�. ..�."....s.� ,i w �m � � � -- } a � yyINS r �3'��'NI■y ..m'�.�./.?..•�►. i r .S:la■ rfs / .r.,.� < r''�i'� -wAw' '•"-"" .�%" ✓ i.. s,a�t / a~ri .. , s•;Jle - - � -- :n Irl.•- i : . 1 f .�MIN ' i• fr ,:' ✓' /fI ' r.Y ilts. fw/'7KXi+Ie+Y ''� "' ,�A�c'ii R: 'fJsi�u !If..l"+iw.L. �f, w+jl�i�.lf►yi:�i- ■!� / � .i' �.*`<: �,:i :1 ,!A',�'fJ: nctowNw•'u �"�lyl, ! 1 ! ! ! � 1 i ! r ! i! AI► '' /� � f �.. w* r iir'1" r 1 w s +y�1AM M 11 � r 1 ! N A low rI ljj i j" �R29 «.,.�„ I I w ■ frrrw��■caro i Frfwtir # # ' 1 r, r7PM rw rw►."twv J '� -+ms-.*'��- .a . v w R r t ■ n�■r/ `�'i4Lj/jam! PwF.r'+•-w:•.-rwa mnw x..r'"wwr'.Frw•Mma'r a,.A.'.+•..a•sn'=F��u rawrn+orw,r.+wa^+ r 1 1 -imlY■ ��!nf� l�rr ii�, p'I. .I� d,Y/.'rr "aRyY�IrY�•M�r■N'r^7'. ^I' qa rm"'.n;w iW(�r• M^�j r`'YAI\l�Fi�k L / 9�t■/" { 1 �.. „.. /r /IK'�Ir'x ✓� . rA,:+`FY.►. nr/ rrllAr"1...`r,�.p�l'►/ ��,�7yy/Il .Lf'i �iY ii! ,fr" �xl�` J!„�,�v■q rl ,.Y �k9tl! r',A�I �5 * 'r * 1 / ' /r+ �!'�,Frr;✓' ' F'' �iAu�1aiirf uG kt� l; t/iYlii�rZt' ,` YY4 4 ! r/ al'r-v'�or3�� .,.•'''�."�, ;,,wi° . ,.. ,,,. .,.. rf. i .��<r .ir.. ✓; '"��i s / r '�,� Al .% .'r!:�'IF iG� . ,�r,ra 'w' II 4," /'' s�;"`" � ,. r ';x:71. 'E �' 'i!a. Td� '. y /` .R;� i'.ir�r�r,u► f '/ '// ' ����='� %yr � ":m.f - .. w•S,. ' y'rll s�i C ." .rr b :■r�al�e"JR;+i ! 1 i fr �✓/ Iw�I� Iil i�i�7''i• /,. [!�. _ -fllA.i'"� �i'r �" .k�r;,+s"".C_;�r 'pi�� ! 1 # • • r1 i 1 1 l •.,„F,.arr. r r .p / / 'I JR M•t ! rn fir,( ! !,!.+, .f: ice' _ t" '`".. .s.. rs"' .�' '!- wr•,.a_•.�-ws: .-'��-�''!_!�" `��!e� '✓'}�'� ;! ;'�A � /I � a ■■3 ..��al�� i fir' f .✓0 / I '!�,_ �,' fW m {I r e".7�'s"."`. { i•'1 b t -�,�� �' '.// FW"�.�',du' F �a�-"� all' �- i1.1 � l�J� ��♦ r�I ArS WnL' +YYf�..�l.a•< Y ^' �. 4. Ilr�l FORINNOW WIN AW �e so Moll, i" ,f ►�bi�ir. ■.�• � ��r�R•F!� r r ' 1 # b # IMMERSION IN 1 r r r ' ! • i • 1 r r ` r { r 1 1 r r { ! 1 I I 'J�ll��1i I Ir•-- i "�" fmd �l� I rl III I j � I �Shlf!Itr3l111 "'! r f I I ! � � I�II�INwww�jl� w Il !w f mf NO rn fl 1 ■N ..w,.....,�....�w+....,.u'..n., .*...rd.....n......r..+.Mx,,.n.•�..•.' -......r�...� .w,«..;,...w ..�.+.w+.+."t�.r,.,w..p+..",....w.a. .F� ++r-�1�',1�i ��sTi 9■rr r.rFlr r '"7""�:s:i r"' :'� i r.■r•r� w�'�r• w, rr�w ��0d•�Nti) r' ��W NMr ,jii� rw b.iiui rt1�'y ^+ r rrll,i►/,' 1 Vii..iM, W '.'w J % ./_ f,F�Yrj'fF= � r39md C; ww•Wr � �raelrr�iiA" A ^ Iw . �pl�amiR•' ar- r*".F• i u•` i✓✓ rR■P� [+"..�: ."'/ !- �w,Ir►rn7pwt�� riralll 4f1'a�'myi "Y�kif'Y� y,�t,1j�.�gw�w�. . kAll W."nliMhlMlwN { r' '■ A.iF.iFi.... 4 rAi'ai..rrra`rw.r,F ,m ditlF' x tln m" NFT HYr9wx, ",+rY■.rM`071■5�W1giIFF;.'M1�MR 6+.wrrrr�1ryyrrApP,,1,'NIMMW*�r�lpp4 w ?' "' kYMr' ,, �j- ""- '1r"'3 '' i i MoMovokwAft rl. r! .fi L9�drkirkww.i'.µr't o.+ur " aM'.�!■wlINr1IY,iwc.' aF,.,.aAstt..�� /eHY.IIIIK.IM�F tTmi;fX•,.-ri ? F 4;i,lr fixi!" uvnanw.erea»•, '�"rM wy�i'• „"}ilANi+'°ir'"r-0w'A' 4MI�T��1i.�F w�iM Y1C;l AN��� � _ rx.rr...,:s, - w'+�"' "'" '!`r �) I' it�7� •7 .I•]1,�1a1 .m- ,.-.;.nFr+,s=xs.*ac.• � - .� rM�+'+r■■Aai/kw�cos tm ■Ntiwll.ww�NlF�mrw�F� `iQ.�r�� LLfld�;>�Lrl:.�l6rl►.�:.,3 MOM Oft yy +Mrlwai•..n.IbFFP/r-.i..,...�ar��,+rC...�r. _ r rarFw.n•.w.+■Fmrer'n+w�w,.w.+ws�wrt.w.."a. �.awmow.■p w�r'�.r ,,:fix','~ A! 'r .w�r■■amrwo.W■ ..■Rnn+.a.mr■n'y,,a'+*•I!'FRF,v a".� YiRww'm.>P,x, +WtYT1Na'M,ittF affe■smfP+■rF- �• YM��M' r:. xN � '�'� t'�'�.�'Jw "l'i� '' t"' f: „l.r.#A�+`IINp'a i' Y L l�Y'r ifY"'^a1��11 frTY`.iWm-P'a ■II Skl .un.•F.wMM rY_iS+R�rY r' i5,'+.. r fir nMa 1y�svw-..w■!'.'ml■W'>n4"Ww ail w.a'...WhM'■YYrNw.J'N ' g -' y �'�r� :tlLurre la'_. - .�� � q�.ab,f�iFfi w4,„1M4+q.d,_,:rIM'j.'..al.Ar 31rs6nWr'Y6'Yrf ■N T i '�` '�7�7■' 'r'Y'l T.�ilfi�� .m.elRi.tr"tYaa�.bnYaRRk�nWxri■ ryMlllr■n w u4 x• '+a�rn�. �i�f" iA item".�'.ar2s�W:+:aXMF++, �^,rM&� .'�'9 FAMaYarrM,x,.r1�l.7Yax ..' . �" +�cnlin.�•►FMr��a.�z■rk■�n+I�JIRMIG� _ _ _ m■rrrtl"!iY �'�Mr.:,Ms. r"F�,t.. i 'Y !�/AI' )i■7/ .1f1.> �IM'1R-II I.P 11 fiYTr � d'iy�aerl�R'm' ... .,, .. i �Y�i.1� d� t F . s_ - .� !�I •, a 1' r. - r i I 'M• i;iraw� _ a'�� e,.l,� �rc/iriiru!•'.rwrwt"ais ' - p/■m+r■!i! 'ir. Oar:Ntie1N''att �r#gaNFrlRM��MM"'Yft!�k!■'lwat '�F'II'' ib % /"'.'7• TI'",�?✓ i 'uv llw 'y.� r' fA�Iye l! 'N5"iM7* "r 'N MEL a�'�,..n n,`�i rue an.^.vt N "rrar'aralx,a ,r'+,Ri YAM, t,r• sr Y ,�'i' .,. sc� =• rellrwVVJr"�d� •N - rr< Wlq s ..+,a:I. NF1MItAs C f}Y wneub.GY�'WII.'wrlWwYr6irl91 WtlF■IrFFY.'•+rWns'NImnY.MJM : -FJs �r✓� +S1rA ,7C'ti.r.a..: �.. N WY. 1 A VM •r" " .Y1 Y.rMlY' �!I' F'l�i..��iIJ P� lroriw'-.rr..lr .Tr ltw J^%,'.�v�l IR AwlMS,� A rii� idr . .. �]IAb flna�rCiRl Mrm�`RR a Ara r. n'-:,i.. _w:iai v N ww�., rww clime r rlr t r� w in #Ri�elllli i17l�illwE� "��..'v� ■• ,rr. T s •re �: r w ,.R....�w...� a,wnca. "�.r /' i►•C x -rii ' R!.c t�� .mrb .'A�'_""�e""m�"'+�"'■r"�•�ef,%F,�.l+Ir,w,,s'.,rre � � .w�� .r.'.,r.<" "� s;°'�i•�rw�.r�w.1�'.,r rrarR.�� ����.I���■rwaY■wlwr �rM■rr s.w, Y� Pr.r.Arr arf r■w r uw■■ �,„, l:ari yr;„;}mi'Y r :+^J.�+r a'r i.ewi��� rliraip,4 FCAwmsifS ae. Wu'",`a'A � -emiFr>.eu w+iwwr.r f�Yr! /r�yylr• �tia m f ID>r Fs1`lfv r�w:� , �ill'f. �wm•` �Y mNP'•,nom' +e^W' yY nFii•..�-x. r'%�'+'' .�,+ rims'n.,c�r'+�'u n w w'eArt a�`"'• 'iF� awr�t SM MWO " Sam Wo I WON" * ,• ..em.aw r�;m=dF.w. rMY �'� t •!'+tH��fb ariYk Pelf °j�wwWw wefiw.wW-” qi1�e r� s Y � .n..N■r �. _ r 1 li �� p 1illilY'�Fl ieui�t(i,...^►r +aa , '� f lblM'I!/ pw .mrJ ?a„ir' k, A'7 " wi4 1!f' .." M. s y;�� ■y � MrNMF'Fr',R.. yy VC AeAil" 'A, w• �4.VMMg11�� �.Ii'EN+,1iWh.' f a.`," "'��r+ PI 1wlp>Ak'A3..df¢:,as...�AIA w.,W'a,:F.e' "tllwilwl90MllwllAilMii7116@rlAwwlaileirw'_`^'"il�ii(r a:i�I! ',�Irlr'!!1'1! OR vry u,o•�wv.c r� ■•.r■w.r ire F. r wi rW.ar �'w.w,.r.wrrvuF..rlrr+NY.r++�rml.. . w+,•atww r�„u.w .er.,n,n;.,'-w",,,""-u�':"w■r'a""rww:.:.:.�"w.w.tFM �i �► e l�� Milli .rr T' i� ------ - bi!#i1M PJW .Fr.RLRn ea■rr'Rl■lFn= ■i1FPPr' r- �jrI•I I 11 �I ■ wry .ir.. 17C r.:li � _ ,, Mkv IMTN— Pill ' I IRIR'■ iFw , iM ® .rr.�..+..oww"-,w•.�,..."... -__w,+.++++'". �«.a.._a.+.w..�r.� ...�. .r�.....r...+.,....,re _• .w,rwywa ^"^"^„.. .wrw.u",.,,wr.....",..r,.,,.",.,.,,,,....M,.,r .+r.,r....., - --...,."+.+.. l 4■"` e.l RI N.�..".." '.."„r ! i sR^A'I��r Rlri Clfl .i �'iK'~ �r a f w s• {I ....��-.�..---`— -.......w. `—-• - - ��_ � � � x« i � s '. iFT•f.,..ar J'yF1'' � t�, .Z �. � � ��`� r !� �w ,'�' ..Fr■RRwnr ! mowe �iJN{�' � ',i a'�F.�ry rr�iti��,r :o r"w "'°r■ r': � M 1� �%/' !�" `!,/„' "JI _t,r. / p ar`r�.cs... �.,.. —- -a•'�r.a�+u+n ,".v""'."".`."w" ✓ IOA �ey,�li� WA �y'� ax...a `"� •dry° w rr� + ■"`rl opal • -� i aarr�Riw irr LLa.;w.iswas i .;.-_„r.vr-.rte f •r±,r' m vw ". .� Mfr ' .!„F /l F �ljrll-:.Q«Asw:AM,::Iiw► [I .._- i1�1 1L".i'" /•' i7iMlr�sl[�' /' F .+rlril""711-JP4 'y IFtIY � ���Mr '.'il��{YA.t:/ �rr��I /: .-ir'�j / '..i �'.•."r /J ,"4 F. II' r.� �,la ri loll 112.1 ��J .l .m' r'. ✓/ilelF. •iR - rsr� ,w nF"r.:.'w`.Aatil^.'..a�i�" ✓,. _ _ — t .rf.Y►flY i.✓'e w'iN�_NII.V ��"�a!w0 "lar ,.'1T1 / suF R' A, A• ��J rl.■m rw:. '■.n.r' iv�Y��■� 9w'YftF."'w■IMaF,i�.- '1• oil lifrlaA�■frr.•r .rw'srFs.i/yF+,s�•�.r�'.F�rv"mrF.f�■w.� MOM RrN�! �N! y/ll7 1•f/CS A'.l;"�°M..�'w'.r rr'. ''>�':..li�� yrllr4111 milli 01 � �S..s' �K �'�1� wr :r'ltlr ..t ��� �,'�:ri'u�.l"'iw.`.:. f. �■w.-.•,.s SSM ,� � ww��r�s rrrr+rr+-_,"'"w'.,,"".■''Cy�l�w�'",. �! y�rw+ w..i�.F. �n Y�Ir V's'�t'.■�.rn- '�■YA■r..'.a.rt a■`+w, �c e.!^�n';m i••w I�ww'�'r•nii i��f �•"IRiR4W wf I �� ♦ �� / . .�! /V �, I rli i'yFI%P.ff f/J� / i �r//d•.' � .✓` +�'f'Yl flW�=n' gllY aYY'STr'T Y:, C if AY:,'!. ERE r�:�fr,� .r i. 'r ?i�L'rr 9• 'i _�f t ■i a� s i WAY/ Y!r {.. /�.1 gi" s ,,ill.rY/•' f:Y, r'�■!�I � WI f ♦�F s/ aR�' �� i' *� Ad iMn,M...Y.Jw'r ll■r' F 7 :./" I'll's . MEN lots- :111111111111M � � f � � '� •y'm' !tea►i � ■ �, NOW SIMON ON= own � I _��.� Fj'0•- .r "" #7�"frm '7"a' ,rf■ ;`;.'"lwrt,r"ir �... Il�iq IIr "....",-.Mw ,w.".W 'l ipi d ��II �� Tf /.:!r I� +r-a.'' iirwM^/+a�■r w-.+�a' i�ir°71i.�n .°fie. .e.Q,■: _ N yl' 1 i ■I r i I r -l l rll 71rr1 � I � ■ ^ 1 fir■ _._ � iiwll�k� V II N�� p ■fr I Ii1ra MINI I� iro a M}I� 6 YIL1Yn fw ■ rV ■ I ��I•r• 1r�ll Ilii II �f R _ _ __ _ __ 1 I I I I I I`N I f l I I ! r I 1 I r �� ��■� r 1 r - iWHMMMWM Wall .Ir a nvr � r • .. +nim..uo.w+�w�ucAe..J'rruAM�«U+.w,;s anw,.axfa wx,.ve..er. ,. ;.•:—..--. :.•.:i„wA: sri.u,eY..ue.4,E5.i;.wrw•,«+i,Hca a:...a3MalY:lCni:x.Xkr:faUfa'.4ea :.iat&,i+rktiaal=Fi wr.{iWlru'ral.ar,:..:ie9w.M::"#MM�4uiasxmr.-•:wu'k':�d:.Lrt,:bYr+Ocd.9M_.e; H.Y,.ierMi.iw;.Wwiai' Y..oY=:t;wF.iwklXwi6i,bwa n„vw1r'er:.oMa:,«f+arr.;au%hfat:sS:'ws.f]e'ad+tolniri�A SIU hF"nlf4aww:Yv:d:r.;N.,",.',UG*a^i°:.°'.:?1+3:Klx.,i: .N ..;:,.e&:tM4K;•1,.WY"i•f,v!['„ .w v.,rn�y.-..*e`-w.,.i w�WGYLuGN3wCl�-w•i+w+Wv:"`',..o.,.n..waw..-aw.,.ww..x -)UL-E EO U I PMF_�- NT 5CHEL CARRIER OIL FIRED FURNACE, MODEL 588U, SIZE 125, SERIES 100-CA, 3040 CFM, 3/4 M1 H.P. BLOWER MOTOR, BURNER OUTPUT 125 MBTO/H, FIRING RATE (AT. MAXIMUM OUTPUT) 1.1 GPH. OPTIONS TO BE INCLUDED: 28VQ-060 COOLING COIL, 47FH HUMIDIFIER I W/I3UMIDISTAT, 31MP ELECTRONIC AIR CLEANER, 'HEAT/COOL THERMOSTAT, AIR PLENUM. UNIT WEIC:HT APPROXIUNIT DIMENSZONS T950C�k S(WiTHSACCESSORIES) .: LENGTH 0"FLUED6" 0 MIN. HEIGHT 7'-0". t . i CARRIER OIL FIRED FURNACE, MODEL 58HM LOBOY, SIZE 200, SERIES 100 BA/CA, mAX OUTPUT) 1.75 G:PH, WITH "THERMOSTAT xc r I 2.3.00 CFM, ! 1/2 H.P. BLOWER !ACTOR, BURLIER OUTPUT 200 MBTU/H, FIRING RATE (AT ��-x:? GFt""� x 3 __._.__ AND AIR FILTER. UNIT DIMENSIONS: p r I LENGTH 66", WIDTH 30", HEIGHT 54". UNIT WEIGHT APPROX. 400 POUNDS. FLUE 9' - — 230V, PHASE, 60 CYCLE, MIN. CIRC. AMPERAGE 1.348. WI BTU/H NOMINAL, .. .,.. I 1 / T, COOLING CARRIER 3BUD-448 CONN WSER C'OM RESSOR UNI 4100 mum ma • I 1.3, MIN'. WIRE SIZE (AWG) �8, �--'. MAX. FUSE 50A. UNIT DIMENSIONS: HEIGHT 31-3", UNIT WT. APPROX. 278 #, �-� . �,,,� qt's GREEAiI�IECK CEILING EXHAUST k"AI�1, MOpEL SP-25, 2b7 CFM AT 25" S P. , 24V, . G' DIMENSIONS: LENTH 11�-3/�3" WIDTH 14", HEIGHT �� _ �� _ � . ' PHASE b0 CYCLE, 1/94 H.P.H P _ 11-1/4". ACCESSORIES TO BE INCLUDED: MANUAL OR TIME DELAY SWITCH, RJSP ROOF CAP. . (OR APPROVEDAMCA CERTIFIED EQUAL) �a s -D�i , L-) IFFU5ER L H E_D U L,E Sly,11\60 L 111 i ! j _ ; _ ANEMOSTAT (OTS EQUAL} CEILING DIFFUSER, TYPE EA-1, SIZE G (12 X 12) WITH { . '�..� DAMPER. FINISH BY ATtCiT. 4,K4 wI 9 ANEMOSTAT (OR UAL) CEILING DIFFUSER, TYPE EA-1, SIZE 8, WITH D?IMFER, FINISH BY ARCH. ;` J � E w � ANEtdO$ AT CEILING SUPPLY (DUCT MOUNTED) , TYPE C-7, SIZE 20, WITHDAMPER. I ><I ISH BY ARCH. FILL T � D � vzF:1 Cf '� # ✓ _ pyNIMOSTAT CEILING RETURN, MODEL GC-10, SIZE 18 X 12, WITH DAMPER. FINISH BY `�� - -1 & / ARCH. i 9 t�� S E `X(c _.. FAJII Int;" I+ C �..., # �C�1 _` Ti L ( ?Co cj ANEMOSTAT CEILING RETURN, MODEL GC-10, SIZE' 12 X 12, WITH DAMPER. FINISH BY a I fix,I z it) ANO40STAT DUC.. MOURTED RETURN, MOPEt GC-1, SIZE 36 X 24. FINISH BY RRCH. ' 500 CFM 3DU CFM 115 Cf' + - C SS �- ' � ! • NOT Imo!? ALL WOW SHOWN ON THESE t)t�iWINGS IS DIAGRAWh,�IC° CONTRACTOR g I SHALL Cfl 1RDIN3kTE '»I13 TitIORK WITH THAT OF OTHER TR�i►DES. D LIQT SCALE DRAWINGS Pi. "`!' Cit QfJT7cE')' OR CONVECTOR LOCATIONS' IS. V'ERIT'Y ALL EQUIPMENT,_ 3 FOR DUCT AIR I 9 *=t DU�ING�P�.LOCA'�'I43+YS WITH AItCNTT$CTURAI, AND' ELECTRICAL DRAWINGS BEFORE 3. WEATHE �ROOP ALL RXT)�'+IIOR DUCT-WORK AND SEAL ALT. BUILDING C3I'EtZILkGS. i 2. INSULATE ALL DUCT AS REQilIRED BY N. Y. S. ENERGY CODE. t r 4PtOVID3 FIRE DAMPM A5 QJIRED 5. PROVIDE DRIP PAW 'AND CONDwNSATE DRAIN ^ACILITI7S 6. HVAC CONTRACTOR TO FURNIS:� AND MOUNT ALL CONTROLS AND URNISH CONTROL WIRING j p DIAGRAM TO ELECTRIC CONTRACTOR WHO WILL WIRE ALL CONTROLS, j i 7. GRILLES, REGISTERS AND DIFFUSERS BY TITUS OR A�OSTA"'. RN DUCTS �.._ 6. PROVIDE BALANCING DAMPERS ON ALL SUPPLY AAR3 RETURN .MI RN AIR GRILLE Ir'I`_.TERS. OF AN DISCHARGYvS 9 Pt�fJVIF3E UfiITT Atm/O't � . � . ' 10. PROVIDE' SOUND DEADENING LININ IN ALL DL�CT"ra WITHIN 20 FEET F 11. PROVIDE VIR ATION ISOLATION FOR HVAC UNI:`. 12. BALANCE ALL SYSTEMS AND CONDUCT PRESSURE, PERFORMANCE AND OPERATING TESTS AS SPECIFIED OR REQUIRED FOR SYSTEM AND/OR UNIT. TESTING SHALT, PROVE CONCLUSIVELY THAT MECHAVICAL SYSTEM'S OPERATE PROPERT,`_', EFFICIENTLY AND 3 , � ` QUIETLY TO TM. SATIS7ACT1OF 0? THE ARC111TECT AND OWNER, � _ 13. FURNISH AND INSTALL Ai.'_. NECESSARY SUPPORTS. HANGERS, BRACING. .ASTENERS, ,; r ' INSERTS, ETC. TO INSLPZ PROPER DUCT SU7?ORT FREE 3F VIB'_1A,'IO?'• �1b;IT:� Ham# ,' }-}tJ-'� TSw... �n�r�. -.. 19. PROVIDE PROPER AND NECESSARY LUBRICATION OF ALL OPERATING EQUT?MSN'", t . Aj' ,ANC ON t'MCLC':*T CXR#L �0E. 15. SUPPLY MANUFACTU.TtFR'S 3PERATING AND SERVICE ITaSTRUCTIOI!1 ?300KS �R EAC4 PIECE j OF EQUIPMENT. s 16. CODES AND STANDARDS: ALL HEATING, VENTILATING AND AIRCOi+iflITIO'�?INt= `a0?��C AND ° MATERIALS SHALL COMPLY WITH Tu:, APPLICABT.E LOCAL, STATS AND rTA"_`?OI+'Aa CODES, ?� ORDINANCES AND REGULATIONS AFFECTING !MATERIALS AND MST114CODS 02' YNSTALLA`I'ION.L T E K '�AT CF/r FOLLOW RECOMMiWDED PRACTICES AS SET DOWN 3Y ANSI, ASMM, ASFR14E w Nr-PA: OSHA AND UNIFORM MECHANICAL CODE AS `i`?EY APPLY "."0 THIS PROJECT. 17. ALL EXPOSED WORK SHALL OE INSTALLED IN A ?�EA`I' AND W4?:�:G.�1Ah':�I.C1 `"A�?'�E=�. 18. ALL HVAC EQUIPMENT71g0VIDSD UNDER THIS CONTRACT SMALL "o C0. ''I.3:'^'-.Y CLEANED _ - INSIDE AND OUTSIDE PRIOR TO T:TE ACCEPTANC3 OF TETE WORK BY "!E ARCRTTVICT AND OWNER. 19. CONTRACT ;ADMINIS'TRATION AND PROJECT SUPERVISION ARE NOT BZING nROVIDED BY THE ENGINEER* i r ` 20, WORK SHALL BE PERFORMED BY MECHANICS SKI*,LHD IN THEIR RES2ECTI'VE TRADES AND a SHALL PRESENT APP ANCE AND FUNCTION OF BEST TRAD': •?:"tAC:'ICE. WORK Aid OR MATERIALS Nd" TI STALLED IN THIS MANNER SHALL HF. RE?:A?i�0 OR REPLACED. D 4 ♦ersaes. r�ereic ...e.....� PLAL� ° y �u p L REV. DATE NATURE OF REVISION MEL H AN I LzNDE E ........,..m,�w..+.w+rua.o�A...w.=......:.....,k.,..nn,..w,�.+. ..-u,.... ,rv,,..�..,........,«.:,+.,�.�urw,.-,....-,.+.,.._,..,........:.,....,.,�.,-.,.,...,...,.,.,_._....�-......-.,-,_.a...._._.._.,,..- .,..,,..,......-u._,.,,.»._. .....w«....,.,«...,..-.........•m..,.............a_.,.-.,......,......,......-,..,.,..,., ... GULDI & SHOWERS NOTICE GARRETT A . STRAND CONSULTING PROFESSIONAL ENGINEERS THIS ARCHITECTURAL AND EN GINEERING DRAWING IS GIVEN architect WESTHAMPTON BEACH, N.Y. (516) 288-6201 IN CONFIDENCE. NO USE OR DISSEMINATION MAY BE MADE DRAWN BY DATE SHEET DWG NO WITHOUT PRIOR WRITTEN CON- Main Road P.O. Box 1412 Southold N.Y. 11971 ;�yX_ 1/'!i / SENT OF THE ARCHITECT. ALL COMMON RIGHTS OF LAw 516 - 765 - 5455 CHECKED BY SCALE � COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY ., .,.,...a.. ��� �� � e.��.�,- v - RESERVED. :..uF, _ xcx.r�A�.;:-...^��:,ni=uw,.�^.+x'.�^�rw4°'k��.�w'. kx..� - I• .�,,-. G _ , : t St w.,r+• � f Y �i Wfi 1 � 1 { w......% �,.✓"� � � �,-s if �M✓' d•�-..,.�..,�_r __— -._ -,. .__.,.. ._......__,_..,.___., ..-__•_ .." u < ... e' :H•' �J L ,G•jY _.�-.„' ��'f.r�' r,.}C”` fn _.t..✓�.�, r✓4" ��^i� -'�t � ' ' ,.ft, ! !"" y"� � � � �� �r�r.�N,i:'..'� �'".� '��!r C- ,��=',�ti e��.�..... � ``wY�'��:'!-•` a �, s='�.:',i•-�,ir',,"�"t''!", �,9r,! K: '?"�, ... �.t.r'i�� 3 1 � n d- f i..1 ; v!�-' � �•. .��4a'�!�. s i�`�b ...��...-�#�::", �,;."e„-.. �:..L r t i..._ ...,. ... ... -- -- � n .__. K?'�;,,+ �.: �4..sa, `C� .�� —�<: f1,.i �j1�.a,fc, �>1~�'r~,w,l j"� ,.,.�,.✓:» .}._,x -.'C.,,�•?``^.l nom' ,t••..:�� °r. i it�.�":a. I . r www ' 11"n 4 i t l ; �� t� Y v i �..' p'v`",; h c�.^✓ ,� ,.J� '�i,_..'s x S_....+i a...`F..''b �= ,. �,J, "'ri,.,,t F` '�✓ i i�ZZ., .. b ' t , , r — C_.y .--, .,M`u~f i`.S�• r1('t"'.. -,✓j \r f �. _, !f'"=..;;• 1'�',. ) r r r f ( .r- e / AN • � E•?'"��"Y4�'n �.�'��,����+� '� 4 f �� b a + s• � �. ...� ' `..� h:. � v i _ • I 1 , l l •.y.? ^Y.�,, .,,. ,•�-.•. ,. ' ' i � � � ,_._...,...,...-.-+,�. �L/>�T t ' �Py��..✓' ,� 4� � ._._,-_...---•._...,...,.—.._.-._.,.._.�,.._.,.».....,_�,._-..-...,,_._..._ ......__ -.....-_-....�_..,.-`,......_I.._.._._.....__ -� *'�M�h�"" i 4_+. .�t�.tl .��°+k �v`" tb! '� ++ ..'.. i 1. j 77 VF`s r �h . c a b-1 _. .._ 1�._.. ,.,._ t { i j t V' ` i 1 j ^'r�'� 3'^✓ 1''-+ N (.. ' } .. � Lwr` 'v�w...li.a,� 7"'Y'•�!!'nq�'\X l✓ !4/I ,v fS A It✓F �. �•\.� �'c9, Ifs -� M _ — , I � ! 14, `HCl ;7j /'� v . `� � 1( , T77T A A AI t ' QTc: - .m_ ._. • , _ NJ y_ 1 _ _ }}4 4-4-- A- A- -A-:Z REV. DATE NATURE OF REVISION 7-0 - -a-.c:�av�rvtK. �,.-.nm�. _•c-e,r '--,�-., ,...h�....-._r>.�«.,n•a,.,.,,.m..�.»�..-,w*'-,...,�w...�.,.,��r.,.,„,....e.._....,,».�...ww„-.,...................�......,.___«�..,•..._..r..,..»k.�.�.W,.w...�..._.,,,...,....�....,_,,.,.,,,....:_,._..._,..-..,-,.a�._..,«.•a NOTICE GULDI & SHOWERS THIS ARCHITECTURAL AND EN_ G A R R E T T A ■ S T R A N D GiNEERfNG DRAWING IS GIVEN CONSULTING PROFESSIONAL ENGINEERS IN CONFIDENCE. NO USE ORa r C h •� t e C t WESTHAMPTON BEACH, N.Y. (516) 288-6201DfSSEMiNATiON MAY BE MADE WITHOUT PRIOR WRITTEN CON- DRAWN 6Y LATE SHEET DWG NO ,00,00) SENT OF THE ARCHITECT. ALL Main Road P.O. Box 1412 Southold N.Y. 11971 i COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY 516 - 765 - 5455 CHECKED BY SCALE t RESERVED. `: s+2q+ !�3,'r+rvra+;�lna .iaamro!6 -ase. _ _____...v_._._._.._.._�� �,� .:._._.___....._.�__�_.� -_ .. _____.__-_. ��r-al.✓"�"i�'�.J ._ ��;:, _ -________._____� ;�,..- '� . ,`. , ',...�',> , � �fir/ �M�,_,..i ------------- a Ll F!��-(� ✓� '.-'k �U 1. PROVIDE SEAvic : CONNECTION TO POWER COMPA9Y TRANSFORMER IN, ACCORDANCE WITH UTILITY COMPANY REWIREMENI3S. OVERHEAD SERVICE TO BE .ARRANGED PER OWNER AND 1 l IGi "t" J4f`(1 ? ARCHITECT. _-- _ - � N "", 'l -TOUNC) FAu ji 2. PROVIDE SERVICE" ENTRANCE AND POWER'DISTRIBUTION EQUIPMENT AS SHOWN. e_-_._,___ w_�__.._,_... --•----____-._- .._ _! _ __ �...„_.____._.s__-_-._.-_. _ { .4�+� ",, [ { { i G� 3. CONNECT ALL HVAC EQUIPMENT AND CON'T'ROLS. 4. PROVIDE GROUND FAULT PROTECTION CIRCUIT BREAKERS FOR ALL W. P. RECEPTACLES _. AND AS SHOWN ';'4J ✓t1 �"["C71\ __ _ _ __ .. _] 5. ALL FEEDER AND POWER WIRING SHALL BE 600 VOLT TYPE "THW". BRANCH CIRCUIT WIRING SHALL BE 600 VOLT TYPE "TW", #12 AWG MINIMUM, OR "BX", OR "MN" WHEREVER PERMITTED BY CODE. ALL CONDUCTORS SHALL BE COPPER. g 6. BOTTOM OF ALL PANELS SHALL BE 40 INCHES ABOVE FLOOR. &fh eANvioAL I 7.: SUBMIT CUTS OF ALL EQUIPMENT FOR APPROVAL. 8. WIRE SIZE DERATING FACTORS SHALL BE APPLIED WHERE CONDITONS SO REQUIRE. : 9. CONDUIT SHALL BE SIZED IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE. 10. PROVIDE CODE SIZE GROUNDING CONDUCTORS FOR ALL EQUIPMENT. , k .': r7`4 � f � 11. PROVIDE MOTOR CONTROL DEVICES AND WIRE SAME AS REQUIRED. . ALL WORK SHOWN ON THESE DRAWINGS IS DIAGRAMMATIC. ELECTRICAL CONTRAC'T0 22 1 � # � ^...... �' f ._._r_ ..�.. H FOR r1' A- � � ��" �' ° SHALL COORDINATE IS WORK WITH THE. OTHER TRADES. DO NOT SCALE DRAWINGS OUTLET LOCATIONS. VERIFY ALL OUTLETS AND EQUIPMENT LOCATIONS BEFORE Fk COMMENCING WORK. COORDINATE ALL WORK WITH ARCHITECTURAL AND EQUIPMENT fsDRAWING S. 13. WIRING -METHODSBBURIED, OR RUN IN SLAB-, USE RIGID CONDUIT. ABOVE THE SLAB, , : USE "EMT" OR ", OR "MN" WHERE PERMITTED BY LOCAL, STATE AND NATIONAL CODES. M j 14. ALL HV C AND EQUIPMENT SHALL HAVE A POWER FACTOR OF 85$ MINIMUM. ANY EQUIPMENT NOT MEETING THIS REQUIREMENT SHALL BE EQUIPPE , BYTHE MANUFACTURER '�,� - i OR SUPPLIER, WITH POWER FACTOR•CORRECTIONEQUIPMENT, POKER FACTOR TO MORE THAN 90%. i S 15. CONTRACTOR TO FILE ALL APPLICATIONS FOR ALL .PERMITS AND SERVICE CONNECTIONS _ -- AND PAY ALL FEES, INSTALLATION AND CONNECTION CHARGES FOR SAME:. ,�.�._..�.,,....�.,. __ ,...• _ .._...._�_._..� ._,_.....� .�. ...._..._ __. ..__._.____ _ APPROVAL OF ALL 16. 4N COMPLETION, FURNISH A CERTIFICATE OF INSPECTION AND p €,,,,,,�,`,,T- ji _.____ _ __-.. �� ELECTRICAL WORK AS ISSUED BY THE DESIGNATED INSPECTION AUTHORITY AND/OR THE BOARD OF FIRE UNDERWRITERS. 7 E E SPARE FUSE R EACH TYPE AND SIZE OF FUSE USED. t - - -- _ .� PROVIDE �`NRIU (3� S' Ib EA . f 18WORK SHALL BE PERFORMED MECHANICS SKILLED IN THEIR RESPECTIVE { Y L TRADES AND SHI�I.L PRESENT APPEARANCE AND E'UNCTION TYPICAL OF BEST TRADE ,PRACTICE. WORK r __ _ .....___. : !.—_�.____ _,r_ _. _ - 4 r � "�` ! 1 '. 1 AND/OR MATERIALS NOT INSTALLED IN -THIS MANNER SHALL BE REPAIRED OR REPLACED. j 19. CONTRACT ADMINISTRATION AND PROJECT SUPERVISION ARE NOT BEING PROVIDED BY THE ENGINEER. : i - AI c , k ur ' / , I _ .a.er.n...a,ww.wrw.r+.rxr..+>.r,.vw:rrn..+rsu.+,+e-..w.er...o.w.u,ruu.-n.,.r•rrv+u.-,+*,.r,,.ur.".,.r,_....n.+.w� ALTERN Al FF*^^ _1777 , f f E f REV. DATE NATURE OF REVISION a✓ 1 _ - 4i :+ (_ b ._ nt,1 el�I',." I , i .. w ,.a '°,,, ' - -,...r .yy1 N.' - . -:,✓+ :n„y,1 `d'" .,'�-',. _.,.,il :� M l. !b'�A'- &S; J.�:..r''1 'i.: »t�.-t I ,ly 1 .�.r" v r..r'{S✓ �...•N'-/ { i A hr• "+ 'C 8w'i`4'',ii I .'v,,; (.w�'1{.. •-, k r'{_.�^�'! { Ftrk',...L� i k4.trr"?!h1.6.,..�•^- � �'"-{zs^' (L, .»�,Nr r t,�a!*. M "tiµr'•.� ....w�...:«... ..,,..+m.. , ._._..wt.:,.r.� s t.-...- ,. ,-, - - -r.. i. .. -....,- .....,..t-,. .,. .,-.-. ". .. . NOTICE GULDI & S ¢ A GARRETT A . STRANG THIS ARCHITECTURAL AND EN- CONSULTING PROFESSIONAL ENGINEERS GINEERING DRAWING IS GIVEN ' W IN CONFIDENCE. NO USE OR ItzC ,'°` '� �'' �" eV. ° '� !ice I =i-a; �` f architect ESTHAMPTON BEACH N.Y. (516) 288-6201 DISSEMINATION MAY BE MADE -,,t cT. .� � DRAWN BY DATE SHEET DWG NO WITHOUT PRIOR WRITTEN CON- SENT OF THE ARCHITECT. ALL COMMON LAW RIGHTS of Main Road P.O. Box 1412 Southold N.Y. 11971 COPYRIGHT AND OTHERWISE 516 - 765 5455 CHECKED BY SCALE ` ' ARE HEREBY SPECIFICALLY RESERVED. . _ r " :WW.+1`36..W.'w�"+FMK+�m':,,nble .�a'.4.r.,w:+» .a1o.+xtt;ml.a.nrrv#.v».�'.++�cv.Y 3.4.5w1'Jnan.,mak 'r!JIU,rod4iM/. ✓�sWilh .'+uaca'Y'wan.. - WsrafYY.dRkMMW'f�-fdI�dRb' +tc°W.%Y re3w+.:1N+:".fir yyl 'y,gGY'NM+ kWlkint- _ _ - *WvY..Y.".Y..#:, ,.y,,1vyM'r'Ad'kEMB'iMi4k�Fra4.anKadi*'r,r,=.lra , - _