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PRE 2010 DOCSCity of Fridley, Minn.. BUILDING ' PE IT M516 7 Date:_ Owner: d M? A Builder Address _ Address 6---. �r.�► ��TI M F BUILDING No. Street _ l _ Part f �i.o 6 - Lot l x , Block Addition or Sub-Divisi Corner Lot ._.. Inside Lot �'�Setback Sewer Elevation ___ _ Foundation Elevation — DESCRIPTION OF BUILDING To Used t &./ Front Depth Height p Sq. Ft. Ftp 4 %Fronf& Depth H ght M Sq. Ft.. Cu. Ft. Type of Construction, Est. To be Completed — In consideration of the issuance to me of a permit to construct the building described above, I agree to do the proposed work in accordance with the description above set forth and in compliance with all provisions of ordinances of the city of Fridley. dk– In consideration of the payment of a fee of &AMOLlEat is hereby granted to to construct the building or addition as described above. This permit is granted upon the express condition that the person to whom it is granted and his agents, employees and workmen, in all work done in, around and upon said building, or any part thereof, shall conform in all respects to the ordinances of Fridley, Minnesota regarding location, construction, alteration, maintenance, repair and moving of buildings within the city limits and this permit may be revoked at any time upon violation of any of the provisions of said ordinances. e.44 --4rdoW Building Inspector NOTICE: This permit does not cover the construction, installation for wiring, plumbing, gas heating, sewer or water. Be sure to an the Building Inspector for separate permits for these items. 4 0 APPLICATION FOR BUILDING PERMIT CITY OF FRIDLEY, MINNESOTA• Owners Name , - 1 - 1 e ki In o- der ��' - `� re f4 Address Address k fl C /y ✓ �6 LOCATION OF BUILDING No. Street `F- z t h C/a r °e Pert of Lot Lots / -� „� -M ck . „, Addition or Sub.Div. w Ald Corner Lot.Inside Lot t Back'LSide-Yard_,�1�-�iAs SEWER ELEVATION FOUNDATION ELEVATION Applicant attach to this form Certificate of Survey of Lot and proposed building location. DESCRIPTION OF BUILDING To be used as: I - .Lbe )c Front Depth �( Height -I- Sq, Ft. C cu. Ft.. Front Depth Height Sq. Ft. Cu. Ft. Type of Construction - r��sr�s�i�,�� Estimated To be completed The undersigned hereby makes application for a permit for the work herein specified, agreeing to do all work in strict accordance with the City Ordinances and ruling of the Department of Buildings, and hereby declares that all the facts and representa- tions stated in this application are true and correct. DATE_ ��r / SIGNATURE - (A Schedule of Fee costs can be found on the Reverse Side.) Appr e Bu' ' g Inspector 1 &� Application for Power Plants and Heating, Cooling, Ventilation, .Refrigeration and -� Air Conditioning Systems and Devices PARTIAL RATE SCHEDULE Dept. of Bldgs. Phone SII 4-7470 " GRAVITY WARM AIR:61 RATE TOTAL, Location. Furnace Shell & Duct Work .......................... 8.00 $ Replacement of Furnace ............................. 5.00 $ City of Fridley: The undersigned hereby makes application for a permit for the work herein Repairs & Alterations—up to $500.00 .................. 5.00 $ specified, agreeing to do all work in strict accordance with the City Ordinances Repairs &Alterations each add. $500.00 ............... 2.50 $ and ruling of the Department of Buildings, and hereby declares that all the facts and representations stated in this application are true and correct. MECH. WARM AIAFridley, Minn- = d 1� Owner Furnace Shell & Duct Work to 120,000 BTU ............ 8.00 each add. 60,000 BTU ........................ 2.00 Replacement of Furnace .............................00 & • $ Kind of Building Repairs & Alterations—up to $500.00... ............ 5.00 Used as Repairs & Alterations each add. $500.00 .............. 2.50 $ STEAM or HOT WATER SYSTEM Tobe completed about Furnace Shell & Lines—to 400 sq. ft. EDR Steam....... 8.00 $ Estimated Cost, $ 1 Furnace Shell & Line—to 640E �� sq. ft. EDR Hot Water .. 8.00 $ Old—New. Building Permit No. Permit No. Each add. 200 sq. ft. EDR Steam ...................... 2.50 $ Each add. 320 sq. ft. IDR Hot Water .................. 2.50 $ DESCRIPTION OF WORK OIL BURNER—to 3 gal. per hour ........................ 5.00 $ HATING or POWER PLANTS -ate Hot Water,: Farm Air—No over 3 gal. per hour—See Fee Schedule Trade Nam;Size No- d �� GAS BURNER (up to 400,000 BTU) ....................... 5.00 It GAS FITTING FEES: NO RATE TOTAL Capacity Sq. Ft. E.D.R 61 BTU H.P. M n —� 1st 3 Fixtures ...................... x $1.50 $� Total Connected Load 4 ,v ,4f Sind of Fuel aL n t Additional Fixtures ............ 4 x 50 $ BURNER — Trade Name—� �- ".'Size No- 1-2 /K Gas Range to 200,000 BTU ........... x 2.00 $ Capacity Sq. Ft. E.D.R B'[T H.P. AIR CONDITIONING $ s FAN HEATING SYSTEM See Fee Schedule VENTILATING SYSTEM $ ,, Signe - �` �&"fit ALTERATIONS & REPAIRS TOTAL FEE $ HIER ST®LPE o PAARD INC. ROUGH � By eetiny retia ia, a pc�� 42 2Y1 r.s9 Business 4�YN7,h ST. s CA_ 7-7573 FINAL (REMARKS—OVER) % G7YOF FRIDLEY FRIDLEY MUNICIPAL CENTER • 6431 UNIVERSITY AVE. N.E. FRIDLEY, MN 55433 • (612) 571-3450 • FAX (612) 571-1287 May 17, 1995 Mr. Darwin Lindahl, Architect 3836 Hampshire Ave N Minneapolis, MN 55427 Re: Code Requirements for Renovation of Apartments Located at 380 58 Place NE, 5908 & 5916 2 1/2 Street NE, and 6008 2 Street NE, Fridley Dear Mr. Lindahl: This letter is in response to your questions regarding construction requirements for renovation of the above noted buildings. The following Code requirements must be met: *Uniform Building Code, Chapter 12, Section 1204 Exits and Emergency Escape - Every sleeping room shall have at least one operable window or door approved for emergency escape or rescue which shall open directly into a public street, alley, yard or exit court. All escape or rescue windows shall have a minimum net clear openable area of 5.7 square feet with the finished sill height not more than 44 inches above the floor. *UBC 3305 - Corridor wall construction shall be not less than one-hour fire resistive construction and the ceiling shall be not less than one- hour. Doors shall be not less than 20 minute, self-closing, with smoke and draft control door assembly. >*UBC 3306 - Handrails shall extend 6 inches beyond the top and bottom �- risers and return into wall. *UBC 4304 - Opening of electrical boxes shall be separated by the minimum of 24 inches. *State Building Code 4715.1380, Subp 5 - Provide anti -scald devices on showers. *UBC 4304 - Penetrations of wall and floor assemblies shall be firestopped with an approved material securely installed and capable of maintaining its integrity. Mr. Darwin Lindahl, Architect Re: 380 58 Place NE, 4908 & 5916 2 1/2 Street NE Page 2 and 6008 2 Street NE *UBC 3208 - Roof covering materials shall meet the fire retardant requirement set forth as per Table #32-A, Class B. *UBC 1210 - Smoke detectors shall be located in corridors and in dwelling units. *UBC 1707 Flashing and Counterflashing - Exterior openings exposed to the weather shall be flashed as to make them waterproof to include vents opening in walls and roof. *UBC 5406 - Safety glazing required subject to human impact. *UBC 3207 - Roof drainage shall not drain over public property. Your attention is directed to the above statements pertaining but not limited to the plan review for the renovation of the noted buildings. If you have any questions, do not hesitate to call me at 572-3602. I trust you will comply with requirements as set forth by the State of Minnesota and its adoption of rules and the City of Fridley. Sincerely, JOHli4ALACIO Chief Building Official JP/mh 1 1 1 1 1 1 1 1 1 1 1 1 1 RENOVATION OF CITY VIEW APARTMENTS 380 - 57TH PLACE N.E. FRIDLEY, MN FILE #9503 I hereby certify that this specification was prepared by me or under my direct s ision and that I a duly Registered Architect under th law of the State of nneso a. DATE: March 31. 1995 REG. NO. 15248 RENOVATION OF ' CITY VIEW APARTMENTS 380 - 57TH PLACE N.E. FRIDLEY, MINNESOTA FILE NO: 9503 1 TABLE OF CONTENTS 1 TITLE PAGE AND CERTIFICATION ' TABLE OF CONTENTS INVITATION TO BID ' BIDDING REQUIREMENTS INSTRUCTIONS TO BIDDERS ' SUPPLEMENTARY INSTRUCTION TO BIDDERS BID PROPOSAL I CONTRACT FORM FORM OF AGREEMENT CONDITIONS OF THE CONTRACT ' GENERAL CONDITIONS OF THE CONTRACT SUPPLEMENTARY CONDITIONS ISPECIFICATIONS ' DIVISION 1 - GHAT• CONDITIONS 01005 - ADMINISTRATIVE CONDITIONS 01300 - SUBMITTALS ' 01400 - QUALITY CONTROL 01500 - CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS 01600 - MATERIALS AND EQUIPMENT ' 01700 - CONTRACT CLOSEOUT DIVISION 2 - SITE WORK 02072 - MINOR DEMOLITION FOR REMODELING 02218 - LANDSCAPE GRADING 02513 - ASPHALTIC CONCRETE PAVING t 02936 - SEEDING 02950 - PLANTS I TABLE OF CONTENTS - 1 DIVISION 3 - CONCRETE 03001 - CONCRETE DIVISION 6 - WOOD AND PLASTIC 06001 - CARPENTRY WORK DIVISION 7 - THERMAL AND MOISTURE PROTECTION 07311 - ASPHALT 'SHINGLES 07631 - GUTTERS AND DOWNSPOUTS 07900 - JOINT SEALERS , DIVISION 8 - DOORS AND WINDOWS 08210 - WOOD DOORS 08214 - INSULATED STEEL ENTRANCE DOOR SYSTEM 08360 - SECTION OVERHEAD DOORS 08610 - WOOD WINDOWS 08712 - DOOR HARDWARE DIVISION 9 - FINISHES 09250 - STUCCO REPAIR AND REDASHING 09260 - GYPSUM BOARD SYSTEMS 09310 - CERAMIC TILE FINISH 09650 - RESILIENT FLOORING 09688 - CARPET 09900 - PAINTING 09910 - WOOD FINISHING DIVISION 12 - SPECIALTIES 12390 - MEDICINE CABINETS - BATHROOM ACCESSORIES DIVISION 15 - MECHANICAL 15400 - PLUMBING 15700 - HEATING AND VENTING DIVISION 16 - ELECTRICAL 16100 - BASIC MATERIALS AND METHODS 16500 - LIGHTING 16700 - SMOKE DETECTORS 16800 - INTERCOM SYSTEM END OF TABLE OF CONTENTS TABLE OF CONTENTS - 2 15700 - FINNED TUBE RADIATION 15800 - VENTILATION SYSTEMS DIVISION 16 - ELECTRICAL 16100 - BASIC ELECTRICAL MATERIALS AND METHODS 16500 - LIGHTING 16700 - SMOKE DETECTORS 16770 - INTERCOMMUNICATION SYSTEM END OF TABLE OF CONTENTS TABLE OF CONTENTS - 3 r Ll Fi 0 INVITATION TO BID Owner: Anoka County Community Action Program, Inc. 1201 89th Avenue N.E. - Suite 345 Blaine, MN 55434 Architect: Darwin-Lindahl - Architect 3836 Hampshire Ave. N. Minneapolis, MN 55427 Date: March 31, 1995 Contractors are invited to submit an offer under seal to the Owner located at the above address before 2:00 p.m. local -time on Tuesday, the 18th day of April, 1995, for the following project: Renovation of four unit apartment building known as City View Apartments located at 380 - 57th Place N.E., Fridley, Minnesota. Bid Documents for a Stipulated Price/Sum contract may be obtained from the office of the Owner for a refundable deposit of $30.00 per set. Documents can only be obtained by general contract bidders. Plans may view the Bid Documents at the office of the Owner. Plans will be on file at the Minneapolis Builder's Exchange and St. Paul Builder's Exchange. A payment/performance bond of 100% of the contract amount is required by the Owner for this project. Pre -Bid inspection of apartment building will occur from 1:00 pm to 4:00 pm on Thursday, April 6th and Friday April 7th. Refer to other Bidding requirements described in Instructions to Bidders. Submit your offer on the Bid Form provided. Bidders may supplement this form as appropriate. Your offer will be required to be submitted under a condition of irrevocability for a period of 60 days after submission. The Owner reserves the right to accept or reject any or all bids and to waive informalities or irregularities in bidding. Patrick McFarland Executive Director Anoka County Community Action Program, Inc. 'T H E 1. DEFINITIONS A M E R I C A N I N S T I T U T E go AIA Document A701 O F A R C H I T E C T S Instructions to Bidders 1987 EDITION TABLE OF ARTICLES ' 6. POST -BID INFORMATION 2. BIDDER'S REPRESENTATIONS 7. PERFORMANCE BOND AND PAYMENT BOND 3. BIDDING DOCUMENTS 8. FORM OF AGREEMENT BETWEEN OWNER 4. BIDDING PROCEDURES AND CONTRACTOR 5. CONSIDERATION OF BIDS i I CAUTION: You should sign an original AIA document which has this caution printed In red. An original assures that changes will not be obscured as may occur when documents are reproduced. Copyright 1970, 1974, 1978, ©1987 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 written permission of the AIA violates the copyright laws of the United States and will be subject to legal prosecution. AIA DOCUMENT A701 • INSTRUCTIONS TO BIDDERS • FOURTH EDITION • AIA° • ©1987 • THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 AlO1-1987 1 WARNING: Unlicensed photocopying violates U.S. copyright laws and is subject to legal prosecution 1 SUPPLEMENTARY INSTRUCTIONS TO BIDDERS 1.01 MODIFICATION OF INSTRUCTION TO BIDDERS The Instructions to Bidders, AIA Document A701, 1987 Edition, Articles 1 through 8, are hereby incorporated as the Instructions to Bidders for this project. The Articles contained in this Document may modify, delete or add to the provisions of the Instructions to Bidders, AIA Document A701, and shall take precedence over the Instructions to Bidders. 1.02 SUBSTITUTIONS Add the following to Paragraph 3.3: 3.3.5 Each Bidder, Sub -bidder, manufacturer and material supplier in submitting his request for substitution agrees that if his proposed material, product or equipment is provided and subsequently used in the Work, he shall assume all costs incurred on account of additional work and changes required to incorporate his product into the Work, including all such work and changes performed under other contracts including additional services performed by the Architect or his Consultants. Each Bidder shall include sufficient sums in his bid to cover such costs. 1.03 FORM AND STYLE OF BIDS Delete Subparagraph 4.1.1. and substitute the following: 4.1.1 Bids shall be submitted in duplicate (1 original and 1 photocopy) on a form identical to the form included in the Bidding Documents. Forms will be provided by the Architect. 1.04 MODIFICATION OR WITHDRAWAL OF BID Delete Subparagraph 4.4.1 and substitute the following: 4.4.1 A Bid may not be modified, withdrawn or canceled by the Bidder for a period of 60 days following the time and date designated for the receipt of Bids, and the Bidder so agrees in submitting his Bid. 1.05 REJECTION OF BIDS Delete Subparagraph 5.2.1 and substitute the following: 5.2.1 The Owner reserves the right to accept or reject SUPPLEMENTARY INSTRUCTIONS•TO BIDDERS - 1 an or all bids or an art of an bid and to waive ' Y Y P Y any defects of technicalities or to advertise for new bids where the acceptance, ejection, waiving or , advertising of such would be in the best interest of the Owner. 1.06 ACCEPTANCE OF BID (AWARD) I Delete subparagraph 5.3.1 and substitute the following and add Subparagraph 5.3.3. fir. -::. 5.3.1 It is the intent of the Owner to award a Contract an or all bids or an art of an bid and to waive ' Y Y P Y any defects of technicalities or to advertise for new bids where the acceptance, ejection, waiving or , advertising of such would be in the best interest of the Owner. 1.06 ACCEPTANCE OF BID (AWARD) I Delete subparagraph 5.3.1 and substitute the following and add Subparagraph 5.3.3. ' 5.3.1 It is the intent of the Owner to award a Contract to the lowest responsible Bidder provided the Bid has --been submitted in accordance with the ' requirements of the Bidding Documents and does not exceed the funds available. The Owner shall have the right to waive informalities or irregularities ' in a Bid received and to accept the Bid which, in the Owner's judgment, is in the Owner's own best interests. ' The bid award shall be based on, but not necessarily limited to the following factors: ' 1. Adherence to all bid requirements; 2. Time of completion; ' 3. General reputation and experience of bidders; 4. Owner's evaluation of the bidder's ability to ' service the Owner in terms of its requirements as called for in these documents including a ' bidder's financial capability to successfully complete the contract; 5. The Owner's prior knowledge of or experience ' with the bidder's past performance; 6. The needs and requirements of the Owner. ' 7. Amount of Bid. 1 END OF SUPPLEMENTARY INSTRUCTIONS TO BIDDERS I SUPPLEMENTARY INSTRUCTIONS TO BIDDERS - 2 ' 1 BID PROPOSAL RENOVATION OF CITY VIEW APARTMENTS 380 - 57TH PLACE N.E. FRIDLEY, MINNESOTA Due in the Anoka County Community Action Program, Inc. Office 1201 - 89th Ave. N.E., Blaine, MN 55343 at 2:00 p.m. on Tuesday, April 18, 1995 TO: Anoka County Community Action FROM: Program, Inc. 1201 - 89th Ave. N.E. Blaine, MN 55343 r - L This Bid is in accordance with the requirements and terms specified in the Contract Documents which were distributed with this Bid Proposal form, and any addenda to the above. 2. The Bidder certifies that this Bid has been arrived at independently, without consultation, communication, or agreement as to any matter relating to this Bid with any other Bidder or with any competitor. 3. Bidder hereby agrees to execute a purchase contract within fifteen (15) days of mailing of contract. 4. The Bidder acknowledges receipt of Addendum Number(s): 5. The bidder declares that the total amount to be charged the Anoka County Community Action Program, Inc. for the renovation of City View Apartments as described in the Contract Documents is as follows: Base Bid Dollars. (figures) 6. The Bidder, if requested by the Owner, agrees to submit a cost breakdown of their bid to the Owner within 5 days after the bid date. 7. The Bidder acknowledges payment/performance bond for 1000 of the Contract amount is required by the Owner. 8. Designated person to be contacted for contract administration ' in the event of an award: ' Name: Title: ' Address: Telephone: PROPOSAL SUBMITTED BY: For Corporations Corporate Seal affixed ' Proposer's corporation does not employ a seal ' Name of Firm (type or print) State of Incorporation: Address For Partnerships ' Telephone Signature of Partners: By: By: Signature Signature ' Name (type or print) ' Name/Address (type or print) ' By: Signature 1 ' Name/Address (type or print) IAGREEMENT - AIA AGREEMENT AIA Document A101 Standard Form of Agreement Between Owner and Contractor where the basis of payment is a Stipulated Sum (1987 Edition), forms the basis of Contract between the Owner and ' Contractor. All provisions which are not so amended or supplemented remain in full force and effect. END OF AGREEMENT 1 1 H E A M E R I C A N AIA Document A201 O F A R C H I T E C T S General Conditions of the Contract for Construction THIS DOCUMENT HAS IMPORTANT LEGAL CONSEQUENCES, • CONSULTATION WITH AN ATTORNEY IS ENCOURAGED WITH RESPECT TO ITS MODIFICATION 1987 EDITION TABLE OF ARTICLES 1. GENERAL PROVISIONS 8. TIME 2. OWNER 9. PAYMENTS AND COMPLETION 3. CONTRACTOR 10. PROTECTION OF PERSONS AND PROPERTY 4. ADMINISTRATION OF THE CONTRACT 11. INSURANCE AND BONDS 5. SUBCONTRACTORS 6. CONSTRUCTION BY OWNER OR BY SEPARATE CONTRACTORS 7. CHANGES IN THE WORK 12. UNCOVERING AND CORRECTION OF WORK 13. MISCELLANEOUS PROVISIONS 14. TERMINATION OR SUSPENSION OF THE CONTRACT This document has been approved and endorsed by the Associated General Contractors of America. Copyright 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1967, 1970, 1976, ©1987 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 written permission of the AIA violates the copyright laws of the United States and will be subject to legal prosecutions. 1 i CAUTION: You should use an original AIA document which has this caution printed in red. An original assures that changes will not be obscured as may occur when documents are reproduced. AIA DOCUMENT A201 • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • FOURTEENTH EDITION AIA® • ©1987 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 A201-1987 1 WARNING: Uaiicensed photocopying violates U.S. copyright taws and is subject to legal prosecution. INDEX Acceptance of Nonconforming Work ......... 9.6.6, 9.9.3,12.3 Acceptance of Work ........... 9.6.6, 9.8.2, 9.9.3, 9.10.1, 9.10.3 Access to Work ........................... 3.16, 6.2.1, 12.1 Accident Prevention .............................. 4.2.3,10 Acts and Omissions ... 3.2.1, 3.2.2, 3.3.2, 3.12.8, 3.18, 4.2.3, 4.3.2, 4.3.9, 8.3.1, 10.1.4, 10.2.5, 13.4.2, 13.7, 14.1 Addenda ..................................... 1.1.1,3.11 Additional Cost, Claims for ......... 4.3.6, 4.3.7, 4.3.9, 6.1.1, 10.3 Additional Inspections and Testing ....... 4.2.6, 9.8.2, 12.2.1, 13.5 Additional Time, Claims for ............. 4.3.6, 4.3.8, 4.3.9, 8.3.2 ADMINISTRATION OF THE CONTRACT ....... 3.3-3,4, 9.4, 9.5 Advertisement or Invitation to Bid ...................... 1.1.1 Aesthetic Effect ............................... 4.2.13, 4.5.1 Allowances ........................................ 3.8 All-risk Insurance ................................. 11.3.1.1 Applications for Payment .. 4.2.5,7.3.7,9.2,9.3,9.4,9.5.1,9.6-3, 9.8.3, 9.10.1, 9.10.3, 9.10.4, 11.1.3, 14.2.4 Approvals .... 2.4, 3.3.3, 3.5, 3.10.2, 3.12.4 through 3.12.8, 3.18.3, 4.2.7, 9.3.2, 11.3.1.4, 13.4.2, 13.5 Arbitration ..................... 4.1.4, 4.3.2, 4.3.4, 4.4.4, 4.5, 8.3.1, 10.1.2, 11.3.9, 11.3.10 Architect .......................................... 4.1 Architect, Definition of ............................... 4.1.1 Architect, Extent of Authority ........ 2.4, 3.12.6, 4.2, 4.3.2, 4.3.6, 4.4, 5.2, 6.3, 7.1.2, 7.2.1, 7.3.6, 7.4, 9.2, 9.3.1, 9.4, 9.5, 9.6.3, 9.8.2, 9.8.3, 9.10.1, 9.10.3, 12.1, 12.2.1, 13.5.1, 13.5.2, 14.2.2, 14.2.4 Architect, Limitations of Authority and Responsibility . 3.3.3, 3.12.8, 3.12.11, 4.1.2, 4.2.1, 4.2.2, 4.2.3, 4.2.6, 4.2.7, 4.2.10, 4.2.12, 4.2.13, 4.3.2, 5.2.1, 7.4, 9.4.2, 9.6.4, 9.6.6 Architect's Additional Services and Expenses .......... 2.4, 9.8.2, 11.3.1.1, 12.2.1, 12.2.4, 13.5.2, 13.5.3, 14.2.4 Architect's Administration of the Contract .......... 4.294-3.6, 4.3.7, 4.4, 9.4, 9.5 Architect's Approvals 2.4, 3.5.1, 3.10.2, 3.12.6, 3.12.8, 3.18.3, 4.2.7 Architect's Authority to Reject Work .... 3.5.1, 4.2.6, 12.1.2, 12.2.1 Architect's Copyright ......... .... .................. 1.3 Architect's Decisions.......... 4.2.6,4.2.7,4.2.11,4 . 2.12, 4.2.13, 4.3.2, 4.3.6, 4.4.1, 4.4.4, 4.5, 6.3, 7.3.6, 7.3.8, 8.1.3, 8.3.1, 9.2, 9.4, 9.5.1, 9.8.2, 9.9.1, 10.1.2, 13.5.2, 14.2.2, 14.2.4 Architect's Inspections ........... 4.2.2, 4.2.9, 4.3.6, 9.4.2, 9.8.2, 9.9.2, 9.10.1, 13.5 Architect's Instructions .. 4.2.6, 4.2.7, 4.2.8, 4.3.7, 7.4.1,12.1, 13.5.2 Architect's Interpretations ................. 4.2.11, 4.2.12, 4.3.7 Architect's On -Site Observations ........ 4.2.2, 4.2.5, 4.3.6, 9.4.2, 9.5.1, 9.10.1, 13.5 Architect's Project Representative ..................... 4.2.10 Architect's Relationship with Contractor ....... 1.1.2, 3.2.1, 3.2.2, 3.3.3,3.5.1,3.7.3,3.11,3.12.8,3.12.11,3.16,3.18,4.2.3,4.2.4, 4.2.6, 4.2.12, 5.2, 6.2.2, 7.3.4, 9.8.2, 11.3.7, 12.1, 13.5 Architect's Relationship with Subcontractors .... 1.1.2,4.2-3,4.2.4, 4.2.6, 9.6.3, 9.6.4, 11.3.7 Architect's Representations ................. 9.4.29 9.5.1, 9.10.1 Architect's Site Visits ........ 4.2.2, 4.2.5, 4.2.9, 4.3.6, 9.4.2, 9.5.1, 9.8.2, 9.9-2, 9:10:1, 13.5 Asbestos ....................... 10.1 Attorneys' Fees ........................ 3.18.1, 9.10.2, 10.1.4 Award of Separate Contracts ........................... 6.1.1 Award of Subcontracts and Other Contracts for Portions of the Work .............................. 5.2 Basic Definitions .................................... 1.1 Bidding Requirements ............... 1.1.1, 1.1.7, 5.2.1, 11.4.1 Boiler and Machinery Insurance ..................... 11.3.2 Bonds, Lien .................................. 9.10.2 Bonds, Performance and Payment ..... 7.3.6.4, 9.10.3, 11.3.9, 11.4 Building Permit .................................... 3.7.1 Capitalization ....................................... 1.4 Certificate of Substantial Completion .................... 9.8.2 Certificates for Payment ....... 4.2.5, 4.2.9, 9.3.3, 9.4, 9.5, 9.6.1, 9.6.6, 9.7.1, 9.8.3., 9.10.1, 9.10.3, 13.7, 14.1.1.3, 14.2.4 Certificates of Inspection, Testing or Approval :.... 3.12.11, 13.5.4 Certificates of Insurance .................. 9.3.2,9.10.2,11-1.3 Change Orders...... 1.1.1, 2.4.1, 3.8.2.4, 3.11, 4.2.8, 4.3.3, 5.2.3, 7.1, 7.2, 7.3.2, 8.3.1, 9.3.1.1, 9.10.3, 11.3.1.2, 11.3.4, 11.3.9, 12.1.2 Change Orders, Definition of .......................... 7.2.1 Changes........................................... 7.1 CHANGES IN THE WORK .... 3.11, 4.2.8, 7, 8.3.1, 9.3.1.1,10.1.3 Claim, Definition of ................................. 4.3.1 Claims and Disputes ................ 4.3, 4.4, 4.5, 6.2.5, 8.3.2, 9.3.1.2, 9.3.3, 9.10.4, 10.1.4 Claims and Timely Assertion of Claims ................ 4.5.6 Claims for Additional Cost ........ 4.3.6, 4.3.7, 4.3.9, 6.1.1, 10.3 Claims for Additional Time ............ 4.3.6, 4.3.8, 4.3.9, 8.3.2 Claims for Concealed or Unknown Conditions ........... 4.3.6 Claims for Damages ... 3.18, 4.3.9, 6.1.1, 6.2.5, 8.3.2, 9.5.1.2, 10.1.4 Claims Subject to Arbitration ................. 4.3.2, 4.4.4, 4.5.1 Cleaning Up ................................... 3.15,6.3 Commencement of Statutory Limitation Period .......... 13.7 Commencement of the Work, Conditions Relating to ....... 2.1.2, 2.2.1, 3.2.1, 3.2.2, 3.7.1, 3.10.1, 3.12.6, 4.3.7, 5.2.1, 6.2.2, 8.1.2, 8.2.2, 9.2, 11.1.3, 11.3.6, 11.4.1 Commencement of the Work, Definition of ............... 8.1.2 Communications Facilitating Contract Administration ........................ 3.9-1,4.2.4,5.2.1 Completion, Conditions Relating to ....... 3.11, 3.15, 4.2.2, 4.2.9, 4.3.2, 9.4.2, 9.8, 9.9.1, 9.10, 11.3.5, 12.2.2, 13.7.1 COMPLETION, PAYMENTS AND ......................... 9 Completion, Substantial ......... 4.2.9, 4.3.5.2, 8.1.1, 8.1.3, 8.2.3, 9.8, 9.9.1, 12.2.2, 13.7 Compliance with Laws ...... 1.3, 3.6, 3.7, 3.13, 4.1.1, 10.2.2, 11. 1, 11.3, 13.1,13.5.1,13.5.2,13.6,14.1.1,14.2.1.3 Concealed or Unknown Conditions ..................... 4.3.6 Conditions of the Contract .................. 1.1.1, 1.1.7, 6.1.1 Consent, Written ................... 1.3.1, 3.12.8, 3.14.2, 4.1.2, 4.3.4, 4.5.5, 9.3.2, 9.8.2, 9.9.1, 9.10.2, 9.10.3,10.1.2, 10.1.3, 11.3.1, 11.3.1.4, 11.3.11, 13.2, 13.4.2 CONSTRUCTION BY OWNER OR BY SEPARATE CONTRACTORS .............................. 1.1.4, 6 Construction Change Directive, Definition of .............. 7.3.1 Construction Change Directives .... 1.1.1, 4.2.8, 7.1, 7.3, 9.3.1.1 Construction Schedules, Contractor's ............... 3.10, 6.1.3 Contingent Assignment of Subcontracts ................ 5.4 Continuing Contract Performance .................... 4.3.4 Contract, Definition of ...... . ........................ 1.1.2 CONTRACT, TERMINATION OR SUSPENSION OF THE .................. 4.3.7, 5.4.1.1,14 Contract Administration ..................... 3.3.3, 4, 9.4, 9.5 Contract Award and Execution, Conditions Relating to ...... 3.7.1, 3.10, 5.2, 9.2, 11.1.3, 11.3.6, 11.4.1 Contract Documents, The ....................... 1.1, 1.2, 7 Contract Documents, Copies Furnished and Use of... 1.3, 2.2.5, 5.3 Contract Documents, Definition of ..................... 1.1.1 Contract Performance During Arbitration ............ 4.3.4,4 .5.3 Contract Sum ................... 3.8, 4.3.6, 4.3.7, 4.4.4, 5.2.3, 6.1.3, 7.2, 7.3, 9.1, 9.7, 11.3.1, 12.2.4, 12.3, 14.2.4 Contract Sum, Definition of ............................ 9.1 Contract Time ................. 4.3.6, 4.3.8, 4.4.4, 7.2.1.3, 7.3, 8.2.1, 8.3.1, 9.7, 12. 1.1 Contract Time, Definition of .......................... 6-1 .1 AIA DOCUMENT A201 • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • FOURTEENTH EDITION 2 A201-1987 AIA® • ©1987 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 WARNING: Unlicensed photocopying violates U.S. copyright laws and is subject to legal prosecution. 1 1 1 �1 1] �l LFi 11 F, 1 1 1 1 CONTRACTOR .......................... 3 ............ Contractor, Definition of ......................... 3.1, 6.1.2 Contractor's Bid .................................... 1.1.1 Contractor's Construction Schedules ............. 3.10, 6.1.3 Contractor's Employees ....... 3.3.2, 3.4.2, 3.8.1, 3.9, 3.18, 4.2.3, 4.2.6, 8.1.2, 10.2, 10.3, 11.1.1, 14.2.1.1 Contractor's Liability Insurance ....................... 11.1 Contractor's Relationship with Separate Contractors and Owner's Forces ...... 2.2.6, 3.12.5, 3.14.2, 4.2.4, 6, 12.2.5 Contractor's Relationship with Subcontractors ....... 1.2.4, 3.3.2, 3.18.1, 3.18.2, 5.2, 5.3, 5.4, 9.6.2, 11.3.7, 11.3.8, 14.2.1.2 Contractor's Relationship with the Architect .... 1.1.2, 3.2.1, 3.2.2, 3.3.3,3.5.1,3.7.3,3.11,3.12.83.16,3.18,4.2.3,4.2.4,4.2.6, 4.2.12, 5.2, 6.2.2, 7.3.4, 9.8.2, 11.3.7, 12.1, 13.5 Contractor's Representations .. 1.2.2, 3.5.1, 3.12.7, 6.2.2, 8.2.1, 9.3.3 Contractor's Responsibility for Those Performing the Work ................. 3.3.2, 3.18, 4.2.3, 10 Contractor's Review of Contract Documents ...... 1.2.2, 3.2, 3.7.3 Contractor's Right to Stop the Work ...................... 9.7 Contractor's Right to Terminate the Contract .............. 14.1 Contractor's Submittals ....... 3.10, 3.11, 3.12, 4.2.7, 5.2.1, 5.2.3, 7.3.6, 9.2, 9.3.1, 9.8.2, 9.9.1, 9.10.2, 9.10.3, 10.1.2, 11.4.2, 11.4.3 Contractor's Superintendent ...................... 3.9, 10.2.6 Contractor's Supervision and Construction Procedures...... 1.2.4, 3.3, 3.4, 4.2.3, 8.2.2, 8.2.3, 10 Contractual Liability Insurance ................. 11.1.1.7, 11.2.1 Coordination and Correlation ............... 1.2.2, 1.2.4, 3.3.1, 3.10, 3.12.7, 6.1.3, 6.2.1 Copies Furnished of Drawings and Specifications ... 1.3, 2.2.5, 3.11 Correction of Work ..................... 2.3, 2.4, 4.2.1, 9.8.2, 9.9.1, 12.1.2, 12.2, 13.7.1.3 Cost, Definition of ............................ 7.3.6, 14.3.5 Costs .... 2.4, 3.2.1, 3.7.4, 3.8.2, 3.15.2, 4.3.6, 4.3.7, 4.3.8.1, 5.2.3, 6.1.1, 6.2.3, 6.3, 7.3.3.3, 7.3.6, 7.3.7, 9.7, 9.8.2, 9.10.2, 11.3.1.2, 11.3.1.3,11.3.4,11.3.9,12.1,12.2.1,12.2.4,12.2.5,13.5,14 Cutting and Patching ........................... 3.14, 6.2.6 Damage to Construction of Owner or Separate Contractors 3.14.2, 6.2.4, 9.5.1.5, 10.2.1.2, 10.2.5, 10.3, 11.1, 11.3, 12.2.5 Damage to the Work ..... 3.14.2, 9.9.1, 10.2.1.2, 10.2.5, 10.3, 11.3 Damages, Claims for .. 3.18, 4.3.9, 6.1.1, 6.2.5, 8.3.2, 9.5.1.2, 10.1.4 Damages for Delay .................... 6.1.1, 8.3.3, 9.5.1.6, 9.7 Date of Commencement of the Work, Definition of ......... 8.1.2 Date of Substantial Completion, Definition of .............. 8.1.3 Day, Definition of ................................... 8.1.4 Decisions of the Architect ...... 4.2.6, 4.2.7, 4.2.11, 4.2.12, 4.2.13, 4.3.2, 4.3.6, 4.4.1, 4.4.4, 4.5, 6.3, 7.3.6, 7.3.8, 8.1.3, 8.3.1, 9.2, 9.4, 9.5.1, 9.8.2, 9.9.1, 10.1.2, 13.5.2, 14.2.2, 14.2.4 Decisions to Withhold Certification .......... 9.5, 9.7, 14.1.1.3 Defective or Nonconforming Work, Acceptance, Rejection and Correction of ............ 2.3, 2.4, 3.5.1, 4.2.1, 4.2.6, 4.3.5, 9.5.2, 9.8.2, 9.9.1, 10.2.5, 12, 13.7.1.3 Defective Work, Definition of ......................... 3.5.1 Definitions ...... 1.1, 2.1.1, 3.1, 3.5.1, 3.12.1, 3.12.2, 3.12.3, 4.1.1, 4.3.1, 5.1, 6.1.2, 7.2.1, 7.3.1, 7.3.6, 8.1, 9.1, 9.8.1 Delays and Extensions of Time .......... 4.3.1, 4.3.8.1, 4.3.8.2, 6.1.1, 6.2.3, 7.2.1, 7.3.1, 7.3.4, 7.3.5, 7.3.8, 7.3.9, 8.1.1, 8.3, 10.3.1, 14.1.1.4 Disputes ............ 4.1.4, 4.3, 4.4, 4.5, 6.2.5, 6.3, 7.3.8, 9.3.1.2 Documents and Samples at the Site ...................... 3.11 Drawings, Definition of .............................. 1.1.5 Drawings and Specifications, Use and Ownership of..... 1.1-1,1.3, 2.2.5, 3.11, 5.3 Duty to Review Contract Documents and Field Conditions ..... 3.2 Effective Date of Insurance ...................... 8.2.2, 11.1.2 Emergencies ................................. 4.3.7,10.3 Employees, Contractor's .......... 3.3.2, 3.4.2, 3.8.1, 3.9, 3.18.1, 3.18.2, 4.2.3, 4.2.6, 8.1.2, 10.2, 10.3, 11.1.1, 14.2.1.1 Equipment, Labor, Materials and .......... 1.1.3, 1.1.6, 3.4, 3.5.1, 3.8.2, 3.12.3, 3.12.7, 3.12.11, 3.13, 3.15.1, 4.2.7, 6.2.1, 7.3.6, 9.3.2, 9.3.3, 11.3, 12.2.4, 14 Execution and Progress of the Work ....... 1.1.3, 1.2.3, 3.2, 3.4.1, 3.5.1, 4.2.2, 4.2.3, 4.3.4, 4.3.8, 6.2.2, 7.1.3, 7.3.9, 8.2, 8.3, 9.5, 9.9.1, 10.2, 14.2, 14.3 Execution, Correlation and Intent of the Contract Documents .......................... 1.2, 3.7.1 Extensions of Time ............ 4.3.1, 4.3.8, 7.2.1.3, 8.3, 10.3.1 Failure of Payment by Contractor .............. 9.5.1.3, 14.2.1.2 Failure of Payment by Owner ................ 4.3.7, 9.7, 14.1.3 Faulty Work (See Defective or Nonconforming Work) Final Completion and Final Payment ........ 4.2.1, 4.2.9, 4.3.2, 4.3.5, 9.10, 11.1.2, 11.1.3, 11.3.5, 12.3.1, 13.7 Financial Arrangements, Owner's ....................... 2.2.1 Fire and Extended Coverage Insurance ................... 11.3 GENERAL PROVISIONS ................................ 1 Governing Law .................................... 13.1 Guarantees (See Warranty and Warranties) Hazardous Materials ............................ 10.1, 10.2.4 Identification of Contract Documents ................... 1.2.1 Identification of Subcontractors and Suppliers ............. 5.2.1 Indemnification ....... 3.17, 3.18, 9.10.2, 10.1.4, 11.3.1.2, 11.3.7 Information and Services Required of the Owner..... 2.1.2, 2.2, 4.3.4, 6.1.3, 6.1.4, 6.2.6, 9.3.2, 9.6.1, 9.6.4, 9.8.3, 9.9.2, 9.10.3, 10.1.4, 11.2, 11.3, 13.5.1, 13.5.2 Injury or Damage to Person or Property ................ 4.3.9 Inspections ......................... 3.3.3, 3.3.4, 3.7.1, 4.2.2, 4.2.6, 4.2.9, 4.3.6, 9.4.2, 9.8.2, 9.9.2, 9.10.1, 13.5 Instructions to Bidders ............................... 1.1.1 Instructions to the Contractor .... 3.8.1, 4.2.8, 5.2.1, 7, 12.1, 13.5.2 Insurance ....... 4.3.9.6.1.1, 7.3.6.4.9.3.2, 9.8.2, 9.9.1, 9.10.2, 11 Insurance, Boller and Machinery .................... 11.3.2 Insurance, Contractor's Liability ...................... 11.1 Insurance, Effective Date of ..................... 8.2.2, 11.1.2 Insurance, Loss of Use ............................. 11.3.3 Insurance, Owner's Liability .......................... 11.2 Insurance, Property ........................... 10.2.5,11.3 Insurance, Stored Materials .................... 9.3.2, 11.3.1.4 INSURANCE AND BONDS ............................. 11 Insurance Companies, Consent to Partial Occupancy .. 9.9.1, 11.3.11 Insurance Companies, Settlement with ................. 11.3.10 Intent of the Contract Documents ................ 1.2-3,3.12.4, 4.2.6,4.2.7,4.2.12,4.2.13,7.4 Interest ........................................... 13.6 Interpretation ........ 1.2.5, 1.4,1.5, 4.1.1, 4.3.1, 5.1, 6.1.2, 8.1.4 Interpretations, Written .................. 4.2.11, 4.2.12, 4.3.7 Joinder and Consolidation of Claims Required ............. 4.5.6 Judgment on Final Award ................ 4.5.1, 4.5.4.1, 4.5.7 Labor and Materials, Equipment .... 1.1.3, 1.1.6, 3.4, 3.5.1, 3.8.2, 3.12.2,3.12.3,3.12.7,3.12.11,3.13,3.15.1, 4.2.7, 6.2.1, 7.3.6, 9.3.2, 9.3.3, 12.2.4, 14 Labor Disputes ..................................... 8.3.1 Laws and Regulations ....... 1.3, 3.6, 3.7, 3.13, 4.1.1, 4.5.5, 4.5.7, 9.9.1, 10.2.2, 11.1, 11.3, 13.1, 13.4, 13.5.1, 13.5.2, 13.6 Liens .................. 2.1.2, 4.3.2, 4.3.5.1, 8.2.2, 9.3.3, 9.10.2 Limitation on Consolidation or Joinder ................ 4.5.5 Limitations, Statutes of ................... 4.5.4.2, 12.2.6, 13.7 Limitations of Authority .................... 3.3.1, 4.1.2, 4.2.1, 4.2.3, 4.2.7, 4.2.10, 5.2.2, 5.2.4, 7.4, 11-3. 10 AIA DOCUMENT A201 • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • FOURTEENTH EDITION AIA® • ©1987 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 WARNING: Unlicensed photocopying violates U.S. copyright laws and Is subject to legal prosecution. A201-1987 3 Limitations of Liability ..... 2.3, 3.2.1, 3.5.1, 3.7.3, 3.12.8, 3.12.11, 3.17, 3.18, 4.2.6, 4.2.7, 4.2.12, 6.2.2, 9.4.2, 9.6.4, 9.10.4, 10.1.4, 10.2.5, 11.1.2, 11.2.1, 11.3.7, 13.4.2, 13.5.2 Limitations of Time, General ........... 2.2.1, 2.2.4, 3.2.1, 3.7.3, 3.8.2, 3.10, 3.12.5, 3.15.1, 4.2.1, 4.2.7, 4.2.11, 4.3.2, 4.3.3, 4.3.4,4.3.6, 4.3.9, 4.5.4.2, 5.2.1, 5.2.3, 6.2.4, 7.3.4, 7.4, 8.2, 9.5, 9.6.2, 9.8, 9.9, 9.10, 11.1.3, 11.3.1, 11.3.2, 11.3.5, 11.3.6, 12.2.1, 12.2.2, 13.5, 13.7 Limitations of Time, Specific ......... 2.1.2, 2.2.1, 2.4, 3.10, 3.11, 3.15.1, 4.2.1, 4.2.11, 4.3, 4.4, 4.5, 5.3, 5.4, 7.3.5, 7.3.9, 8.2, 9.2, 9.3.1, 9.3.3, 9.4.1, 9.6.1, 9.7, 9.8.2, 9.10.2, 11.1.3, 11.3.6, 11.3.10, 11.3.11, 12.2.2, 12.2.4, 12.2.6, 13.7, 14 Loss of Use Insurance ............................. 11.3.3 Material Suppliers .............. 1.3.1, 3.12.1, 4.2.4, 4.2.6, 5.2.1, 9.3.1, 9.3.1.2, 9.3.3, 9.4.2, 9.6.5, 9.10.4 Materials, Hazardous .................... . ...... 10.1, 10.2.4 Materials, Labor, Equipment and ..... 1.1.3, 1.1.6, 3.4, 3.5.1, 3.8.2, 3.12.2,3.12.3,3.12.7,3.12.11,3.13,3.15.1,4.2.7,6.2.1, 7.3.6, 9.3.2, 9.3.3, 12.2.4, 14 Means, Methods, Techniques, Sequences and Procedures of Construction .......... 3.3.1, 4.2.3, 4.2.7, 9.4.2 Minor Changes in the Work .......... 1.1.1, 4.2.8, 4.3.7, 7.1, 7.4 MISCELLANEOUS PROVISIONS ........................ 13 Modifications, Definition of ........................... 1.1.1 Modifications to the Contract ........... 1.1.1, 1.1.2, 3.7.3, 3.11, 4.1.2, 4.2.1, 5.2.3, 7, 8.3.1, 9.7 Mutual Responsibility ................................ 6.2 Nonconforming Work, Acceptance of .................. 12.3 Nonconforming Work, Rejection and Correction of ........ 2.3.1, 4.3.5, 9.5.2, 9.8.2, 12, 13.7.1.3 Notice ............. 2.3, 2.4, 3.2.1, 3.2.2, 3.7.3, 3.7.4, 3.9, 3.12.8, 3.12.9, 3.17,4.3, 4.4.4, 4.5, 5.2.1, 5.3, 5.4.1.1, 8.2.2, 9.4.1, 9.5.1, 9.6.1, 9.7, 9.10, 10.1.2, 10.2.6, 11.1.3, 11.3, 12.2.2, 12.2.4, 13.3, 13.5.1, 13.5.2, 14 Notice, Written ............... 2.3, 2.4, 3.9, 3.12.8, 3.12.9, 4.3, 4.4.4, 4.5, 5.2.1, 5.3, 5.4.1.1, 8.2.2, 9.4.1, 9.5.1, 9.7, 9. 10, 10.1.2, 10.2.6, 11.1.3, 11.3, 12.2.2, 12.2.4, 13.3, 13.5.2, 14 Notice of Testing and Inspections ................ 13.5-1,13-5.2 Notice to Proceed ................................... 8.2.2 Notices, Permits, Fees and ...... 2.2.3, 3.7, 3.13, 7.3.6.4, 10.2.2 Observations, Architect's On -Site ................. 4.2.2, 4.2.5, 4.3.6,9.4.2,9.5.1,9.10.1, 13.5 Observations, Contractor's ....................... 1.2.2, 3.2.2 Occupancy ......................... 9.6.6, 9.8.1, 9.9,11.3-11 On -Site Inspections by the Architect .......... 4.2.2, 4.2.9, 4.3.6, 9.4.2, 9.8.2, 9.9.2, 9.10.1 On -Site Observations by the Architect ......... 4.2.2, 4.2.5, 4.3.6, 9.4.2, 9.5.1, 9.10.1, 13.5 Orders, Written ............ 2.3, 3.9, 4.3.7, 7, 8.2.2, 11.3.9, 12. 1, 12.2, 13.5.2, 14.3.1 OWNER............................................. 2 Owner, Definition of ................................. 2.1 Owner, Information and Services Required of the ........ 2.1.2, 2.2, 4.3.4, 6, 9, 10.1.4, 11.2, 11.3, 13.5.1, 14.1.1.5, 14.1.3 Owner's Authority ......... 3.8.1, 4.1.3, 4.2.9, 5.2.1, 5.2.4, 5.4.1, 7.3.1, 8.2.2, 9.3.1, 9.3.2, 11.4.1, 12.2.4, 13.5.2, 14.2, 14.3.1 Owner's Financial Capability ................... 2.2.1, 14.1.1.5 Owner's Liability Insurance .......................... 11.2 Owner's Loss of Use Insurance ........................ 11.3.3 Owner's Relationship with Subcontractors ............... 1.1.2, 5.2.1, 5.4.1, 9.6.4 Owner's Right to Carry Out the Work ........ 2.4, 12.2.4, 14.2.2.2 Owner's Right to Clean Up ........................... 6.3 Owner's Right to Perform Construction and to Award Separate Contracts ......................... 6.1 Owner's Right to Stop the Work ................... 2.3, 4.3.7 Owner's Right to Suspend the Work ..................... 14.3 Owner's Right to Terminate the Contract ................. 14.2 Ownership and Use of Architect's Drawings, Specifications and Other Documents ................ 1.1.1,1.3, 2.2.5, 5.3 Partial Occupancy or Use ................. 9.6.6, 9.9, 11.3.11 Patching, Cutting and .......................... 3.14, 6.2.6 Patents, Royalties and .............................. 3.17 Payment, Applications for ................ 4.2-5,9.2,9.3,9.4, 9.5.1,9.8.3,9.10.1,9.10.3,9.10.4, 14.2.4 Payment, Certificates for ........... 4.2.5, 4.2.9, 9.3.3, 9.4, 9.5, 9.6.1,9.6.6,9.7.1,9.8.3,9.10.1,9.10.3, 13.7, 14.1.1.3, 14.2.4 Payment, Failure of .......................... 4.3.7, 9.5.1.3, 9.7, 9.10.2, 14.1.1.3, 14.2.1.2 Payment, Final ............ 4.2.1, 4.2.9, 4.3.2, 4.3.5, 9.10, 11.1.2, 11.1.3, 11.3.5, 12.3.1 Payment Bond, Performance Bond and .............. 7.3.6.4, 9.10.3, 11-3.9,11.4 Payments, Progress .......................... 4.3.4, 9.3, 9.6, 9.8.3, 9.10.3, 13.6, 14.2.3 PAYMENTS AND COMPLETION ...................... 9,14 Payments to Subcontractors .................... 5.4.2, 9.5.1.3, 9.6.2, 9.6.3, 9.6.4, 11.3.8, 14.2.1.2 PCB.............................................. 10.1 Performance Bond and Payment Bond ................. 7.3.6.4, 9.10.3, 11.3.9, 11.4 Permits, Fees and Notices ....... 2.2.3, 3.7, 3.13, 7.3.6.4, 10.2.2 PERSONS AND PROPERTY, PROTECTION OF ............ 10 Polychlorinated Biphenyl ............................. 10.1 Product Data, Definition of ........................... 3.12.2 Product Data and Samples, Shop Drawings .... 3.11, 3.12, 4.2.7 Progress and Completion ................... 4.2.2, 4.3.4, 8.2 Progress Payments ............................ 4.3.4, 9.3, 9.6, 9.8.3, 9.10.3, 13.6, 14.2.3 Project, Definition of the ............................. 1.1.4 Project Manual, Definition of the ...................... 1.1.7 Project Manuals .................................... 2.2.5 Project Representatives ............................. 4.2.10 Property Insurance ........................... 10.2.5,11.3 PROTECTION OF PERSONS AND PROPERTY ............. 10 Regulations and Laws ............ 1.3, 3.6, 3.7, 3.13, 4.1.1, 4.5.5, 4.5.7, 10.2.2, 11.1, 11.3, 13.1, 13.4, 13.5.1, 13.5.2, 13.6, 14 Rejection of Work ......................... 3.5.1,4.2.6,12 * 2 Releases of Waivers and Liens ......................... 9.10.2 Representations ......................... 1.2.2, 3.5.1, 3.12.7, 6.2.2, 8.2.1, 9.3.3, 9.4.2, 9.5.1, 9.8.2, 9. 10.1 Representatives ............................ 2.1.1, 3.1.1, 3.9, 4.1.1,4.2.1,4.2.10,5.1.1,5.1.2,13.2.1 Resolution of Claims and Disputes .................. 4.4, 4.5 Responsibility for Those Performing the Work ............ 3.3.2, 4.2.3, 6.1.3, 6.2, 10 Retainage ............... 9.3.1, 9.6.2, 9.8.3, 9.9.1, 9.10.2, 9.10.3 Review of Contract Documents and Field Conditions by Contractor ............ 1.2.2, 3.2, 3.7.3, 3.12.7 Review of Contractor's Submittals by Owner and Architect ............. 3.10.1, 3.10.2, 3.11, 3.12, 4.2.7, 4.2.9, 5.2.1, 5.2.3, 9.2, 9.8.2 Review of Shop Drawings, Product Data and Samples by Contractor ........................ 3.12.5 Rights and Remedies ............. 1.1.2, 2.3, 2.4, 3.5.1, 3.15.2, 4.2.6, 4.3.6, 4.5, 5.3, 6.1, 6.3, 7.3.1, 8.3.1, 9.5.1, 9.7, 10.2.5, 10.3, 12.2.2, 12.2.4, 13.4, 14 Royalties and Patents ............................... 3.17 AIA DOCUMENT A201 • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • FOURTEENTH EDITION 4 A201-1987 AIA° • ©1987 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 WARNING: Unlicensed photocopying violates U.S. copyright laws and Is subject to legal prosecution. r 1 1 i 1 1 1 1 1 1� 1 1 I I 1 C 1 .3 Contractor's costs for unloading and handling at the site, labor, installation costs, overhead, profit and other expenses contemplated for stated allowance amounts shall be included in the Contract Sum and not in the allowances; .4 whenever costs are more than or less than allowances, the Contract Sum shall be adjusted accordingly by Change Order. The amount of the Change Order shall reflect (1) the difference between actual costs and the allowances under Clause 3.8.2.2 and (2) changes in Contractor's costs under Clause 3.8.2.3. 3.9 SUPERINTENDENT 3.9.1 The Contractor shall employ a competent superinten- dent and necessary assistants who shall be in attendance at the Project site during performance of the Work. The superinten- dent shall represent the Contractor, and communications given to the superintendent shall be as binding as if given to the Con- tractor. Important communications shall be confirmed in writ- ing. Other communications shall be similarly confirmed on written request in each case. 3.10 CONTRACTOR'S CONSTRUCTION SCHEDULES 3.10.1 The Contractor, promptly after being awarded the Con- tract, shall prepare and submit for the Owner's and Architect's information a Contractor's construction schedule for the Work. The schedule shall not exceed time limits current under the Contract Documents, shall be revised at appropriate intervals as required by the conditions of the Work and Project, shall be related to the entire Project to the extent required by the Con- tract Documents, and shall provide for expeditious and practi- cable execution of the Work. 3.10.2 The Contractor shall prepare and keep current, for the Architect's approval, a schedule of submittals which is coordi- nated with the Contractor's construction schedule and allows the Architect reasonable time to review submittals. 3.10.3 The Contractor shall conform to the most recent schedules. 3.11 DOCUMENTS AND SAMPLES AT THE SITE 3.11.1 The Contractor shall maintain at the site for the Owner one record copy of the Drawings, Specifications, addenda, Change Orders and other Modifications, in good order and marked currently to record changes and selections made during construction, and in addition approved Shop Drawings, Prod- uct Data, Samples and similar required submittals. These shall be available to the Architect and shall be delivered to the Archi- tect for submittal to the Owner upon completion of the Work. 3.12 SHOP DRAWINGS, PRODUCT DATA AND SAMPLES 3.12.1 Shop Drawings are drawings, diagrams, schedules and other data specially prepared for the Work by the Contractor or a Subcontractor, Sub -subcontractor, manufacturer, supplier or distributor to illustrate some portion of the Work. 3.12.2 Product Data are illustrations, standard schedules, per- formance charts, instructions, brochures, diagrams and other information furnished by the Contractor to illustrate materials or equipment for some portion of the Work. 3.12.3 Samples are physical examples which illustrate materials, equipment or workmanship and establish standards by which the Work will be judged. 3.12.4 Shop Drawings, Product Data, Samples and similar sub- mittals are not Contract Documents. The purpose of their sub- mittal is to demonstrate for those portions of the Work for which submittals are required the way the Contractor proposes to conform to the information given and the design concept expressed in the Contract Documents. Review by the Architect is subject to the limitations of Subparagraph 4.2.7. 3.12.5 The Contractor shall review, approve and submit to the Architect Shop Drawings, Product Data, Samples and similar submittals required by the Contract Documents with reason- able promptness andin such sequence as to cause no delay in the Work or in the activities of the Owner or of separate con- tractors. Submittals made by the Contractor which are not required by the Contract Documents may be returned without action. 3.12.6 The Contractor shall perform no portion of the Work requiring submittal and review of Shop Drawings, Product Data, Samples or similar submittals until the respective submit- tal has been approved by the Architect. Such Work shall be in accordance with approved submittals. 3.12.7 By approving and submitting Shop Drawings, Product Data, Samples and similar submittals, the Contractor represents that the Contractor has determined and verified materials, field measurements and field construction criteria related thereto, or will do so, and has checked and coordinated the information contained within such submittals with the requirements of the Work and of the Contract Documents. 3.12.8 The Contractor shall not be relieved of responsibility for deviations from requirements of the Contract Documents by the Architect's approval of Shop Drawings, Product Data, Samples or similar submittals unless the Contractor has specifically informed the Architect in writing of such deviation at the time of submittal and the Architect has given written approval to the specific deviation. The Contractor shall not be relieved of responsibility for errors or omissions in Shop Draw- ings, Product Data, Samples or similar submittals by the Archi- tect's approval thereof. 3.12.9 The Contractor shall direct specific attention, in writing or on resubmitted Shop Drawings, Product Data, Samples or similar submittals, to revisions other than those requested by the Architect on previous submittals. 3.12.10 Informational submittals upon which the Architect is not expected to take responsive action may be so identified in the Contract Documents. 3.12.11 When professional certification of performance criteria of materials, systems or equipment is required by the Contract Documents, the Architect shall be entitled to rely upon the accuracy and completeness of such calculations and certifi- cations. 3.13 USE OF SITE 3.13.1 The Contractor shall confine operations at the site to areas permitted by law, ordinances, permits and the Contract Documents and shall not unreasonably encumber the site with materials or equipment. 3.14 CUTTING AND PATCHING 3.14.1 The Contractor shall be responsible for cutting, fitting or patching required to complete the Work or to make its parts fit together properly. 3.14.2 The Contractor shall not damage or endanger a portion of the Work or fully or partially completed construction of the Owner or separate contractors by cutting, patching or other- wise altering such construction, or by excavation. The Contrac- tor shall not cut or otherwise alter such construction by the AIA DOCUMENT A201 • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • FOURTEENTH EDITION AIA® • ©1957 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 WARNING: Unlicensed photocopying violates U.S. copyright laws and is subject to legal prosecution. A201-1987 9 Owner or a separate contractor except with written consent of the Owner and of such separate contractor; such consent shall not be unreasonably withheld. The Contractor shall not unrea- sonably withhold from the Owner or a separate contractor the Contractor's consent to cutting or otherwise altering the Work. 3.15 CLEANING UP 3.15.1 The Contractor shall keep the premises and surround- ing area free from accumulation of waste materials or rubbish caused by operations under the Contract. At completion of the Work'the Contractor shall remove from and about the Project waste materials, rubbish, the Contractor's tools, construction equipment, machinery and surplus materials. 3.15.2 If the Contractor fails to clean up as provided in the Contract Documents, the Owner may do so and the cost thereof shall be charged to the Contractor. 3.16 ACCESS TO WORK 3.16.1 The Contractor shall provide the Owner and Architect access to the Work in preparation and progress wherever located. 3.17 ROYALTIES AND PATENTS 3.17.1 The Contractor shall pay all royalties and license fees. The Contractor shall defend suits or claims for infringement of patent rights and shall hold the Owner and Architect harmless from loss on account thereof, but shall not be responsible for such defense or loss when a particular design, process or prod- uct of a particular manufacturer or manufacturers is required by the Contract Documents. However, if the Contractor has rea- son to believe that the required design, process or product is an infringement of a patent, the Contractor shall be responsible for such loss unless such information is promptly furnished to the Architect. 3.18 INDEMNIFICATION 3.18.1 To the fullest extent permitted by law, the Contractor shall indemnify and hold harmless the Owner, Architect, Archi- tect's consultants, and agents and employees of any of them from and against claims, damages, losses and expenses, includ- ing but not limited to attorneys' fees, arising out of or resulting from performance of the Work, provided that such claim, dam- age, loss or expense is attributable to bodily injury, sickness, disease or death, or to injury to or destruction of tangible prop- erty (other than the Work itself) including loss of use resulting therefrom, but only to the extent caused in whole or in part by negligent acts or omissions of the Contractor, a Subcontractor, anyone directly or indirectly employed by them or anyone for whose acts they may be liable, regardless of whether or not such claim, damage, loss or expense is caused in part by a party indemnified hereunder. Such obligation shall not be construed to negate, abridge, or reduce other rights or obligations of indemnity which would otherwise exist as to a party or person described in this Paragraph 3.18. 3.18.2 In claims against any person or entity indemnified under this Paragraph 3.18 by an employee of the Contractor, a Subcontractor, anyone directly or indirectly employed by them or anyone for whose acts they may be liable, the indemnifica- tion obligation under this Paragraph 3.18 shall not be limited by a limitation on amount or type of damages, compensation or benefits payable by or for the Contractor or a Subcontractor under workers' or workmen's compensation acts, disability benefit acts or other employee benefit acts. 3.18.3 The obligations of the Contractor under this Paragraph 3.18 shall not extend to the liability of the Architect, the Archi- tect's consultants, and agents and employees of any of them arising out of (1) the preparation or approval of maps, drawings, opinions, reports, surveys, Change Orders, designs or specifica- tions, or (2) the giving of or the failure to give directions or instructions by the Architect, the Architect's consultants, and agents and employees of any of them provided such giving or failure to give is the primary cause of the injury or damage. ARTICLE 4 ADMINISTRATION OF THE CONTRACT 4.1 ARCHITECT 4.1.1 The Architect is the person lawfully licensed to practice architecture or an entity lawfully practicing architecture iden- tified as such in the Agreement and is referred to throughout the Contract Documents as if singular in number. The term "Architect" means the Architect or the Architect's authorized representative. 4.1.2 Duties, responsibilities and limitations of authority of the Architect as set forth in the Contract Documents shall not be restricted, modified or extended without written consent of the Owner, Contractor and Architect. Consent shall not be unrea- sonably withheld. 4.1.3 In case of termination of employment of the Architect, the Owner shall appoint an architect against whom the Con- tractor makes no reasonable objection and whose status under the Contract Documents shall be that of the former architect. 4.1.4 Disputes arising under Subparagraphs 4.1.2 and 4.1.3 shall be subject to arbitration. 4.2 ARCHITECT'S ADMINISTRATION OF THE CONTRACT 4.2.1 The Architect will provide administration of the Contract as described in the Contract Documents, and will be the Owner's representative (1) during construction, (2) until final payment is due and (3) with the Owner's concurrence, from time to time during the correction period described in Para- graph 12.2. The Architect will advise and consult with the Owner. The Architect will have authority to act on behalf of the Owner only to the extent provided in the Contract Documents, unless otherwise modified by written instrument in accordance with other provisions of the Contract. 4.2.2 The Architect will visit the site at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the completed Work and to determine in general if the Work is being performed in a manner indicat- ing that the Work, when completed, will be in accordance with the Contract Documents. However, the Architect will not be required to make exhaustive or continuous on-site inspections to check quality or quantity of the Work. On the basis of on- site observations as an architect, the Architect will keep the Owner informed of progress of the Work, and will endeavor to guard the Owner against defects and deficiencies in the Work. 4.2.3 The Architect will not have control over or charge of and will not be responsible for construction means, methods, techniques, sequences or procedures, or for safety precautions and programs in connection with the Work, since these are solely the Contractor's responsibility as provided in Paragraph 3.3. The Architect will not be responsible for the Contractor's failure to carry out the Work in accordance with the Contract Documents. The Architect will not have control over or charge of and will not be responsible for acts or omissions of the Con - AIA DOCUMENT A201 - GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION - FOURTEENTH EDITION 10 A201-1987 AIA® - ©1987 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 WARNING: Unlicensed photocopying violates U.S. copyright laws and Is subject to legal prosecution. 1 L� �I t t Rules and Notices for Arbitration ..................... 4.5.2 Safety of Persons and Property ....................... 10.2 Safety Precautions and Programs ........... 4.2.3, 4.2.7,10.1 Samples, Definition of .............................. 3.12.3 Samples, Shop Drawings, Product Date and ... 3.11, 3.12, 4.2.7 Samples at the Site, Documents and ................... 3.11 Schedule of Values ............................. 9.2,9.3.1 Schedules, Construction .............................. 3.10 Separate Contracts and Contractors .......... 1.1.4, 3.14.2, 4.2.4, 4.5.5, 6, 11.3.7, 12.1.2, 12.2.5 Shop Drawings, Definition of ......................... 3.12.1 Shop Drawings, Product Data and Samples .... 3.11, 3.12, 4.2.7 Site, Use of .............................. 3.13, 6.1.1, 6.2.1 Site Inspections ... 1.2.2, 3.3.4, 4.2.2, 4.2.9, 4.3.6, 9.8.2, 9.10.1, 13.5 Site Visits, Architect's ................. 4.2.2, 4.2.5, 4.2.9, 4.3.6, 9.4.2, 9.5.1, 9.8.2, 9.9.2, 9.10.1, 13.5 Special Inspections and Testing .............. 4.2.6, 12.2.1, 13.5 Specifications, Definition of the ....................... 1.1.6 Specifications, The .......... 1.1.1,1.1.6, 1.1.7, 1.2.4, 1.3, 3.11 Statutes of Limitations .................... 4.5.4.2, 12.2.6, 13.7 Stopping the Work ............. 2.3, 4.3.7, 9.7, 10.1.2, 10.3, 14.1 Stored Materials ........... 6.2.1, 9.3.2, 10.2.1.2, 11.3.1.4, 12.2.4 Subcontractor, Definition of ........................... 5.1.1 SUBCONTRACTORS .................................. 5 Subcontractors, Work by .................. 1.2.4, 3.3.2, 3.12.11 4.2.3, 5.3, 5.4 Subcontractual Relations .............. 5.3, 5.4, 9.3.1.2, 9.6.2, 9.6.3, 9.6.4, 10.2.1, 11.3.7, 11.3.8, 14.1.1, 14.2.1.2, 14.3.2 Submittals ......... 1.3, 3.2.3, 3.10, 3.11, 3.12, 4.2.7, 5.2.1, 5.2.3, 7.3.6, 9.2, 9.3.1, 9.8.2, 9.9.1, 9.10.2, 9.10.3, 10.1.2, 11.1.3 Subrogation, Waivers of ................. 6.1.1, 11.3.5,11.3.7 Substantial Completion ............. 4.2.9, 4.3.5.2, 8.1.1, 8.1.3, 8.2.3, 9.8, 9.9.1, 12.2.1, 12.2.2, 13.7 Substantial Completion, Definition of .................... 9.8.1 Substitution of Subcontractors .................... 5.2.3, 5.2.4 Substitution of the Architect ........................... 4.1.3 Substitutions of Materials ............................. 3.5.1 Sub -subcontractor, Definition of ...................... 5.1.2 Subsurface Conditions .................... .......... 4.3.6 Successors and Assigns ............................ 13.2 Superintendent ............................... 3.9, 10.2.6 Supervision and Construction Procedures ...... 1.2.4, 3.3, 3.4, 4.2.3, 4.3.4, 6.1.3, 6.2.4, 7.1.3, 7.3.4, 8.2, 8.3.1, 10, 12, 14 Surety ............... 4.4.1, 4.4.4, 5.4.1.2, 9.10.2, 9.10.3, 14.2.2 Surety, Consent of ....................... 9.9.1, 9.10.2, 9.10.3 Surveys ..................................... 2.2.2, 3.18.3 Suspension by the Owner for Convenience ............. 14.3 Suspension of the Work ............. 4.3.7, 5.4.2, 14.1.1.4, 14.3 Suspension or Termination of the Contract ...... 4.3.7, 5.4.1.1, 14 Taxes...................................... 3.6, 7.3.6.4 Termination by the Contractor ........................ 14.1 Termination by the Owner for Cause ............. 5.4.1.1,14.2 Termination of the Architect .......................... 4.1.3 Termination of the Contractor ........................ 14.2.2 TERMINATION OR SUSPENSION OF THE CONTRACT ...... 14 Tests and Inspections ..... 3.3-3,4.2.6,4.2.9, 9.4.2, 12.2.1,13.5 TIME............................................... 8 Time, Delays and Extensions of .............. 4.3.8, 7.2.1, 8.3 Time Limits, Specific ......... 2.1.2, 2.2.1, 2.4, 3.10, 3.11, 3.15.1, 4.2.1, 4.2.11, 4.3, 4.4, 4.5, 5.3, 5.4, 7.3.5, 7.3.9, 8.2, 9.2, 9.3.1, 9.3.3, 9.4.1, 9.6.1, 9.7, 9.8.2, 9.10.2, 11.1.3, 11.3.6, 11.3.10, 11.3.11, 12.2.2, 12.2.4, 12.2.6, 13.7, 14 Time Limits on Claims ......... 4.3.2, 4.3.3, 4.3.6, 4.3.9, 4.4, 4.5 Title to Work ................................. 9.3.2, 9.3.3 UNCOVERING AND CORRECTION OF WORK ............. 12 Uncovering of Work ................................ 12.1 Unforeseen Conditions ..................... 4.3.6, 8.3.1, 10.1 Unit Prices .................................. 7.1.4, 7.3.3.2 Use of Documents ................. 1.1.1, 1.3, 2.2.5, 3.12.7, 5.3 Use of Site .............................. 3.13, 6.1.1, 6.2.1 Values, Schedule of ............................ 9.2, 9.3.1 Waiver of Claims: Final Payment ........... 4.3.5, 4.5.1, 9.10.3 Waiver of Claims by the Architect ...................... 13.4.2 Waiver of Claims by the Contractor ......... 9.10.4, 11.3.7, 13.4.2 Waiver of Claims by the Owner .............. 4.3.5, 4.5.1, 9.9.3, 9.10.3, 11.3.3, 11.3.5, 11.3.7, 13.4.2 Waiver of Liens .................................... 9.10.2 Waivers of Subrogation ................... 6.1.1, 11-3.5,11-3.7 Warranty and Warranties ......................... 3.5, 4.2.9, 4.3.5.3, 9.3.3, 9.8.2, 9.9.1, 12.2.2, 13.7.1.3 Weather Delays ................................... 4.3.8.2 When Arbitration May Be Demanded .................. 4.5.4 Work, Definition of ................................. 1.1.3 Written Consent .............. 1.3.1, 3.12.8, 3.14.21 4.1.2, 4.3.4, 4.5.5, 9.3.2, 9.8.2, 9.9.1, 9.10.2, 9.10.3, 10.1.2, 10.1.3, 11.3.1,11.3.1.4,11.3.11,13.2,13.4.2 Written Interpretations ................... 4.2.11, 4.2.12, 4.3.7 Written Notice ........... 2.3, 2.4, 3.9, 3.12.8, 3.12.9, 4.3, 4.4.4, 4.5, 5.2.1, 5.3, 5.4.1.1, 8.2.2, 9.4.1, 9.5.1, 9.7, 9.10, 10.1.2, 10.2.6, 11.1.3, 11.3, 12.2.2, 12.2.4, 13.3, 13.5.2, 14 Written Orders .. ........................... 2.3, 3.9, 4.3.7, 7, 8.2.2, 11-3.9, 12.1, 12.2, 13.5.2, 14.3.1 AIA DOCUMENT A201 • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • FOURTEENTH EDITION AIA° • ©1987 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE. N.W., WASHINGTON, D.C. 20006 WARNING: Unlicensed photocopying violates U.S. copyright laws and Is subject to legal prosecution. A201-1987 5 GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION ARTICLE 1 GENERAL PROVISIONS 1.1 BASIC DEFINITIONS 1.1.1 THE CONTRACT DOCUMENTS The Contract Documents consist of the Agreement between Owner and Contractor (hereinafter the Agreement), Conditions of the Contract (General, Supplementary and other Conditions), Drawings, Specifications, addenda issued prior to execution of the Contract, other documents listed in the Agreement and Modifications issued after execution of the Contract. 'A Modifi- cation is (1) a written amendment to the Contract signed by both parties, (2) a Change Order, (3) a Construction Change Directive or (4) a written order for a minor change in the Work issued by the Architect. Unless specifically enumerated in the Agreement, the Contract Documents do not include other documents such as bidding requirements (advertisement or invitation to bid, Instructions to Bidders, sample forms, the Contractor's bid or portions of addenda relating to bidding requirements). 1.1.2 THE CONTRACT The Contract Documents form the Contract for Construction. The Contract represents the entire and integrated agreement between the parties hereto and supersedes prior negotiations, representations or agreements, either written or oral. The Con- tract may be amended or modified only by a Modification. The Contract Documents shall not be construed to create a contrac- tual relationship of any kind (1) between the Architect and Con- tractor, (2) between the Owner and a Subcontractor or Sub - subcontractor or (3) between any persons or entities other than the Owner and Contractor. The Architect shall, however, be entitled to performance and enforcement of obligations under the Contract intended to facilitate performance of the Architect's duties. 1.1.3 THE WORK The term "Work" means the construction and services required by the Contract Documents, whether completed or partially completed, and includes all other labor, materials, equipment and services provided or to be provided by the Contractor to fulfill the Contractor's obligations. The Work may constitute the whole or a part of the Project. 1.1.4 THE PROJECT The Project is the total construction of which the Work per- formed under the Contract Documents may be the whole or a part and which may include construction by the Owner or by separate contractors. 1.1.5 THE DRAWINGS The Drawings are the graphic and pictorial portions of the Con- tract Documents, wherever located and whenever issued, showing the design, location and dimensions of the Work, generally including plans, elevations, sections, details, sched- ules and diagrams. 1.1.6 THE SPECIFICATIONS The Specifications are that portion of the Contract Documents consisting of the written requirements for materials, equip- ment, construction systems, standards and workmanship for the Work, and performance of related services. 1.1.7 THE PROJECT MANUAL The Project Manual is the volume usually assembled for the Work which may include the bidding requirements, sample forms, Conditions of the Contract and Specifications. 1.2 EXECUTION, CORRELATION AND INTENT 1.2.1 The Contract Documents shall be signed by the Owner and Contractor as provided in the Agreement. If either the Owner or Contractor or both do not sign all the Contract Documents, the Architect shall identify such unsigned Docu- ments upon request. 1.2.2 Execution of the Contract by the Contractor is a repre- sentation that the Contractor has visited the site, become famil- iar with local conditions under which the Work is to be per- formed and correlated personal observations with require- ments of the Contract Documents. 1.2.3 The intent of the Contract Documents is to include all items necessary for the proper execution and completion of the Work by the Contractor. The Contract Documents are comple- mentary, and what is required by one shall be as binding as if required by all; performance by the Contractor shall be required only to the extent consistent with the Contract Docu- ments and reasonably inferable from them as being necessary to produce the intended results. 1.2.4 Organization of the Specifications into divisions, sections and articles, and arrangement of Drawings shall not control the Contractor in dividing the Work among Subcontractors or in establishing the extent of Work to be performed by any trade. 1.2.5 Unless otherwise stated in the Contract Documents, words which have well-known technical or construction indus- try meanings are used in the Contract Documents in accord- ance with such recognized meanings. 1.3 OWNERSHIP AND USE OF ARCHITECT'S DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS 1.3.1 The Drawings, Specifications and other documents prepared by the Architect are instruments of the Architect's service through which the Work to be executed by the Con- tractor is described. The Contractor may retain one contract record set. Neither the Contractor nor any Subcontractor, Sub - subcontractor or material or equipment supplier shall own or claim a copyright in the Drawings, Specifications and other documents prepared by the Architect, and unless otherwise indicated the Architect shall be deemed the author of them and will retain all common law, statutory and other reserved rights, in addition to the copyright. All copies of them, except the Contractor's record set, shall be returned or suitably accounted for to the Architect, on request, upon completion of the Work. The Drawings, Specifications and other documents prepared by the Architect, and copies thereof furnished to the Contrac- tor, are for use solely with respect to this Project. They are not to be used by the Contractor or any Subcontractor, Sub - subcontractor or material or equipment supplier on other proj- ects or for additions to this Project outside the scope of the AIA DOCUMENT A201 - GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION - FOURTEENTH EDITION 6 A201-1987 AIA° - ©1987 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 WARNING: Unlicensed photocopying violates U.S. copyright Ism and Is subject to legal prosecution. 11 1 1 C] 1 1 Work without the specific written consent of the Owner and Architect. The Contractor, Subcontractors, Sub -subcontractors and material or equipment suppliers are granted a limited license to use and reproduce applicable portions of the Draw- ings, Specifications and other documents prepared by the Architect appropriate to and for use in the execution of their Work under the Contract Documents. Ail copies made under this license shall bear the statutory copyright notice, if any, shown on the Drawings, Specifications and other documents prepared by the Architect. Submittal or distribution to meet official regulatory requirements or for other purposes in con- nection with this Project is not to be construed as publication in derogation of the Architect's copyright or other reserved rights. 1.4 CAPITALIZATION 1.4.1 Terms capitalized in these General Conditions include those which are (1) specifically defined, (2) the titles of num- bered articles and identified references to Paragraphs, Subpara- graphs and Clauses in the document or (3) the titles of other documents published by the American Institute of Architects. 1.5 INTERPRETATION 1.5.1 In the interest of brevity the Contract Documents fre- quently omit modifying words such as "all" and "any" and arti- cles such as "the" and "an," but the fact that a modifier or an article is absent from one statement and appears in another is not intended to affect the interpretation of either statement. ARTICLE 2 OWNER 2.1 DEFINITION 2.1.1 The Owner is the person or entity identified as such in the Agreement and is referred to throughout the Contract Documents as if singular in number. The term "Owner" means the Owner or the Owner's authorized representative. 2.1.2 The Owner upon reasonable written request shall furnish to the Contractor in writing information which is necessary and relevant for the Contractor to evaluate, give notice of or enforce mechanic's lien rights. Such information shall include a correct statement of the record legal title to the property on which the Project is located, usually referred to as the site, and the Owner's interest therein at the time of execution of the Agreement and, within five days after any change, information of such change in title, recorded or unrecorded. 2.2 INFORMATION AND SERVICES REQUIRED OF THE OWNER 2.2.1 The Owner shall, at the request of the Contractor, prior to execution of the Agreement and promptly from time to time thereafter, furnish to the Contractor reasonable evidence that financial arrangements have been made to fulfill the Owner's obligations under the Contract. [Note: Unless such reasonable evidence were furnished on request prior to the execution of the Agreement, the prospective contractor would not be required to execute the Agreement or to commence the Work.] 2.2.2 The Owner shall furnish surveys describing physical characteristics, legal limitations and utility locations for the site of the Project, and a legal description of the site. 2.2.3 Except for permits and fees which are the responsibility of the Contractor under the Contract Documents, the Owner shall secure and pay for necessary approvals, easements, assess- ments and charges required for construction, use or occupancy of permanent structures or for permanent changes in existing facilities. 2.2.4 Information or services under the Owner's control shall be fumished by the Owner with reasonable promptness to avoid delay in orderly progress of the Work. 2.2.5 Unless otherwise provided in the Contract Documents, the Contractor will be furnished, free of charge, such copies of Drawings and Project Manuals as are reasonably necessary for execution of the Work. 2.2.6 The foregoing are in addition to other duties and respon- sibilities of the Owner enumerated herein and especially those in respect to Article 6 (Construction by Owner or by Separate Contractors), Article 9 (Payments and Completion) and Article 11 (Insurance and Bonds). 2.3 OWNER'S RIGHT TO STOP THE WORK 2.3.1 If the Contractor fails to correct Work which is not in accordance with the requirements of the Contract Documents as required by Paragraph 12.2 or persistently fails to carry out Work in accordance with the Contract Documents, the Owner, by written order signed personally or by an agent specifically so empowered by the Owner in writing, may order the Contrac- tor to stop the Work, or any portion thereof, until the cause for such order has been eliminated; however, the right of the Owner to stop the Work shall not give rise to a duty on the part of the Owner to exercise this right for the benefit of the Con- tractor or any other person or entity, except to the extent required by Subparagraph 6.1.3. 2.4 OWNER'S RIGHT TO CARRY OUT THE WORK 2.4.1 If the Contractor defaults or neglects to carry out the Work in accordance with the Contract Documents and fails within a seven-day period after receipt of written notice from the Owner to commence and continue correction of such default or neglect with diligence and promptness, the Owner may after such seven-day period give the Contractor a second written notice to correct such deficiencies within a second seven-day period. If the Contractor within such second seven- day period after receipt of such second notice fails to com- mence and continue to correct any deficiencies, the Owner may, without prejudice to other remedies the Owner may have, correct such deficiencies. In such case an appropriate Change Order shall be issued deducting from payments then or thereafter due the Contractor the cost of correcting such defi- ciencies, including compensation for the Architect's additional services and expenses made necessary by such default, neglect or failure. Such action by the Owner and amounts charged to the Contractor are both subject to prior approval of the Archi- tect. If payments then or thereafter due the Contractor are not sufficient to cover such amounts, the Contractor shall pay the difference to the Owner. ARTICLE 3 CONTRACTOR 3.1 DEFINITION 3.1.1 The Contractor is the person or entity identified as such in the Agreement and is referred to throughout the Contract Documents as if singular in number. The term "Contractor" means the Contractor or the Contractor's authorized representative. AIA DOCUMENT A201 • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • FOURTEENTH EDITION AIA° • ©1987 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 WARNING: Unlicensed photocopying violates U.S. copyright laws and is subject to legal prosecution. A201-1987 7 3.2 REVIEW OF CONTRACT DOCUMENTS AND FIELD CONDITIONS BYICONTRACTOR 3.2.1 The Contractor shall c Contract Documents with m furnished by the Owner pun shall at once report to the Ar omissions discovered. The Cc Owner or Architect for damaf tencies or omissions in the Contractor recognized such r and knowingly failed to repo tractor performs any construc a recognized error, inconsiste Documents without such not for shall assume appropriate mance and shall bear an apprc costs for correction. 3.2.2 The Contractor shall tali field conditions and shall car surements and conditions and Contractor with the Contract activities. Errors, inconsistence be reported to the Architect a 3.2.3 The Contractor shall pc with the Contract Document suant to Paragraph 3.12. 3.3 SUPERVISION AND CO] 3.3.1 The Contractor shall sI using the Contractor's best ski shall be solely responsible for tion means, methods, technic and for coordinating all portic tract, unless Contract Docum, tions concerning these matter; 3.3.2 The Contractor shall be i and omissions of the Contras and their agents and employee portions of the Work under a 3.3.3 The Contractor shall not form the Work in accordance either by activities or duties o administration of the Contra approvals required or perforr Contractor. 3.3.4 The Contractor shall be i tions of Work already perforn mine that such portions are in Sequent Work. 3.4 LABOR AND MATERIA( 3.4.1 Unless otherwise provi( the Contractor shall provide ai ment, tools, construction eql heat, utilities, transportation, necessary for proper executic whether temporary or permar rated or to be incorporated it refully study and compare the .h other and with information rant to Subparagraph 2.2.2 and hitect errors, inconsistencies or (tractor shall not be liable to the : resulting from errors, inconsis- ;ontract Documents unless the Tor, inconsistency or omission : it to the Architect. If the Con - on activity knowing it involves icy or omission in the Contract �e to the Architect, the Contrac- responsibility for such perfor- >riate amount of the attributable 3.5 WARRANTY 3.5.1 The Contractor warrants to the Owner and Architect that materials and equipment furnished under the Contract will be of good quality and new unless otherwise required or permit- ted by the Contract Documents, that the Work will be free from defects not inherent in the quality required or permitted, and that the Work will conform with the requirements of the Contract Documents. Work not conforming to these require- ments, including substitutions not properly approved and authorized, may be considered defective. The Contractor's warranty excludes remedy for damage or defect caused by abuse, modifications not executed by the Contractor, improper or insufficient maintenance, improper operation, or normal wear and tear under normal usage. If required by the Architect, the Contractor shall furnish satisfactory evidence as to the kind and quality of materials and equipment. `orm the Work in accordance and submittals approved pur- PROCEDURES iervise and direct the Work, and attention. The Contractor Id have control over construc- ts, sequences and procedures s of the Work under the Con - its give other specific instruc- ponsible to the Owner for acts is employees, Subcontractors and other persons performing )ntract with the Contractor. ie relieved of obligations to per - with the Contract Documents the Architect in the Architect's L, or by tests, inspections or ed by persons other than the onsible for inspection of por- under this Contract to deter - Der condition to receive sub- �d in the Contract Documents, J pay for labor, materials, equip- ipment and machinery, water, nd other facilities and services I and completion of the Work, -nt and whether or not incorpo- the Work. 3.4.2 The Contractor shall en orce strict discipline and good order among the Contractor's employees and other persons carrying out the Contract. The Contractor shall not permit employment of unfit persons or persons not skilled in tasks assigned to them. 3.7 PERMITS, FEES AND NOTICES 3.7.1 Unless otherwise provided in the Contract Documents, the Contractor shall secure and pay for the building permit and other permits and governmental fees, licenses and inspections necessary for proper execution and completion of the Work which are customarily secured after execution of the Contract and which are legally required when bids are received or nego- tiations concluded. 3.7.2 The Contractor shall comply with and give notices required by laws, ordinances, rules, regulations and lawful orders of public authorities bearing on performance of the Work. 3.7.3 It is not the Contractor's responsibility to ascertain that the Contract Documents are in accordance with applicable laws, statutes, ordinances, building codes, and rules and regula- tions. However, if the Contractor observes that portions of the Contract Documents are at variance therewith, the Contractor shall promptly notify the Architect and Owner in writing, and necessary changes shall be accomplished by appropriate Modification. 3.7.4 If the Contractor performs Work knowing it to be con- trary to laws, statutes, ordinances, building codes, and rules and regulations without such notice to the Architect and Owner, the Contractor shall assume full responsibility for such Work and shall bear the attributable costs. 3.8 ALLOWANCES 3.8.1 The Contractor shall include in the Contract Sum all allowances stated in the Contract Documents. Items covered by allowances shall be supplied for such amounts and by such persons or entities as the Owner may direct, but the Contractor shall not be required to employ persons or entities against which the Contractor makes reasonable objection. 3.8.2 Unless otherwise provided in the Contract Documents: .1 materials and equipment under an allowance shall be selected promptly by the Owner to avoid delay in the Work; .2 allowances shall cover the cost to the Contractor of materials and equipment delivered at the site and all required taxes, less applicable trade discounts; AIA DOCUMENT A201 • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • FOURTEENTH EDITION 8 A201-1987 I AIA@ • ©1957 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 Unlicensed photocopying violates U.S. copyright laws and Is subject to legal prosecution. 3.6 TAXES field measurements and verify 3.6.1 The Contractor shall pay sales, consumer, use and similar fully compare such field mea- taxes for the Work or portions thereof provided by the Con- )ther information known to the tractor which are legally enacted when bids are received or locuments before commencing negotiations concluded, whether or not yet effective or merely s or omissions discovered shall scheduled to go into effect. once. `orm the Work in accordance and submittals approved pur- PROCEDURES iervise and direct the Work, and attention. The Contractor Id have control over construc- ts, sequences and procedures s of the Work under the Con - its give other specific instruc- ponsible to the Owner for acts is employees, Subcontractors and other persons performing )ntract with the Contractor. ie relieved of obligations to per - with the Contract Documents the Architect in the Architect's L, or by tests, inspections or ed by persons other than the onsible for inspection of por- under this Contract to deter - Der condition to receive sub- �d in the Contract Documents, J pay for labor, materials, equip- ipment and machinery, water, nd other facilities and services I and completion of the Work, -nt and whether or not incorpo- the Work. 3.4.2 The Contractor shall en orce strict discipline and good order among the Contractor's employees and other persons carrying out the Contract. The Contractor shall not permit employment of unfit persons or persons not skilled in tasks assigned to them. 3.7 PERMITS, FEES AND NOTICES 3.7.1 Unless otherwise provided in the Contract Documents, the Contractor shall secure and pay for the building permit and other permits and governmental fees, licenses and inspections necessary for proper execution and completion of the Work which are customarily secured after execution of the Contract and which are legally required when bids are received or nego- tiations concluded. 3.7.2 The Contractor shall comply with and give notices required by laws, ordinances, rules, regulations and lawful orders of public authorities bearing on performance of the Work. 3.7.3 It is not the Contractor's responsibility to ascertain that the Contract Documents are in accordance with applicable laws, statutes, ordinances, building codes, and rules and regula- tions. However, if the Contractor observes that portions of the Contract Documents are at variance therewith, the Contractor shall promptly notify the Architect and Owner in writing, and necessary changes shall be accomplished by appropriate Modification. 3.7.4 If the Contractor performs Work knowing it to be con- trary to laws, statutes, ordinances, building codes, and rules and regulations without such notice to the Architect and Owner, the Contractor shall assume full responsibility for such Work and shall bear the attributable costs. 3.8 ALLOWANCES 3.8.1 The Contractor shall include in the Contract Sum all allowances stated in the Contract Documents. Items covered by allowances shall be supplied for such amounts and by such persons or entities as the Owner may direct, but the Contractor shall not be required to employ persons or entities against which the Contractor makes reasonable objection. 3.8.2 Unless otherwise provided in the Contract Documents: .1 materials and equipment under an allowance shall be selected promptly by the Owner to avoid delay in the Work; .2 allowances shall cover the cost to the Contractor of materials and equipment delivered at the site and all required taxes, less applicable trade discounts; AIA DOCUMENT A201 • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • FOURTEENTH EDITION 8 A201-1987 I AIA@ • ©1957 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 Unlicensed photocopying violates U.S. copyright laws and Is subject to legal prosecution. 1 1 L' 1 1 Ll t tractor, Subcontractors, or their agents or employees, or of any other persons performing portions of the Work. 4.2.4 Communications Facilitating Contract Administra- tion. Except as otherwise provided in the Contract Documents or when direct communications have been specially autho- rized, the Owner and Contractor shall endeavor to communi- cate through the Architect. Communications by and with the Architect's consultants shall be through the Architect. Commu- nications by and with Subcontractors and material suppliers shall be through the Contractor. Communications by and with separate contractors shall be through the Owner. 4.2.5 Based on the Architect's observations and evaluations of the Contractor's Applications for Payment, the Architect will review and certify the amounts due the Contractor and will issue Certificates for Payment in such amounts. 4.2.6 The Architect will have authority to reject Work which does not conform to the Contract Documents. Whenever the Architect considers it necessary or advisable for implementa- tion of the intent of the Contract Documents, the Architect will have authority to require additional inspection or testing of the Work in accordance with Subparagraphs 13.5.2 and 13.5.3, whether or not such Work is fabricated, installed or completed. However, neither this authority of the Architect nor a decision made in good faith either to exercise or not to exercise such authority shall give rise to a duty or responsibility of the Archi- tect to the Contractor, Subcontractors, material and equipment suppliers, their agents or employees, or other persons perform- ing portions of the Work. 4.2.7 The Architect will review and approve or take other appropriate action upon the Contractor's submittals such as Shop Drawings, Product Data and Samples, but only for the limited purpose of checking for conformance with information given and the design concept expressed in the Contract Docu- ments. The Architect's action will be taken with such reason- able promptness as to cause no delay in the Work or in the activities of the Owner, Contractor or separate contractors, while allowing sufficient time in the Architect's professional judgment to permit adequate review. Review of such submittals is not conducted for the purpose of determining the accuracy and completeness of other details such as dimensions and quantities, or for substantiating instructions for installation or performance of equipment or systems, all of which remain the responsibility of the Contractor as required by the Contract Documents. The Architect's review of the Contractor's submit- tals shall not relieve the Contractor of the obligations under Paragraphs 3.3, 3.5 and 3.12. The Architect's review shall not constitute approval of safety precautions or, unless otherwise specifically stated by the Architect, of any construction means, methods, techniques, sequences or procedures. The Architect's approval of a specific item shall not indicate approval of an assembly of which the item is a component. 4.2.8 The Architect will prepare Change Orders and Construc- tion Change Directives, and may authorize minor changes in the Work as provided in Paragraph 7.4. 4.2.9 The Architect will conduct inspections to determine the date or dates of Substantial Completion and the date of final completion, will receive and forward to the Owner for the Owner's review and records written warranties and related documents required by the Contract and assembled by the Contractor, and will issue a final Certificate for Payment upon compliance with the requirements of the Contract Documents. 4.2.10 If the Owner and Architect agree, the Architect will pro- vide one or more project representatives to assist in carrying out the Architect's responsibilities at the site. The duties, responsibilities and limitations of authority of such project representatives shall be as set forth in an exhibit to be incorpo- rated in the Contract Documents. 4.2.11 The Architect will interpret and decide matters concern- ing performance under and requirements of the Contract Documents on written request of either the Owner or Contrac- tor. The Architect's response to such requests will be made with reasonable promptness and within any time limits agreed upon. If no agreement is made concerning the time within which interpretations required of the Architect shall be fur- nished in compliance with this Paragraph 4.2, then delay shall not be recognized on account of failure by the Architect to fur- nish such interpretations until 15 days after written request is made for them. 4.2.12 Interpretations and decisions of the Architect will be consistent with the intent of and reasonably inferable from the Contract Documents and will be in writing or in the form of drawings. When making such interpretations and decisions, the Architect will endeavor to secure faithful performance by both Owner and Contractor, will not show partiality to either and will not be liable for results of interpretations or decisions so rendered in good faith. 4.2.13 The Architect's decisions on matters relating to aesthetic effect will be final if consistent with the intent expressed in the Contract Documents. 4.3 CLAIMS AND DISPUTES 4.3.1 Definition. A Claim is a demand or assertion by one of the parties seeking, as a matter of right, adjustment or interpre- tation of Contract terms, payment of money, extension of time or other relief with respect to the terms of the Contract. The term "Claim" also includes other disputes and matters in ques- tion between the Owner and Contractor arising out of or relat- ing to the Contract. Claims must be made by written notice. The responsibility to substantiate Claims shall rest with the party making the Claim. 4.3.2 Decision of Architect. Claims, including those alleging an error or omission by the Architect, shall be referred initially to the Architect for action as provided in Paragraph 4.4. A deci- sion by the Architect, as provided in Subparagraph 4.4.4, shall be required as a condition precedent to arbitration or litigation of a Claim between the Contractor and Owner as to all such matters arising prior to the date final payment is due, regardless of (1) whether such matters relate to execution and progress of the Work or (2) the extent to which the Work has been com- pleted. The decision by the Architect in response to a Claim shall not be a condition precedent to arbitration or litigation in the event (1) the position of Architect is vacant, (2) the Architect has not received evidence or has failed to render a decision within agreed time limits, (3) the Architect has failed to take action required under Subparagraph 4.4.4 within 30 days after the Claim is made, (4) 45 days have passed after the Claim has been referred to the Architect or (5) the Claim relates to a mechanic's lien. 4.3.3 Time Limits on Claims. Claims by either party must be made within 21 days after occurrence of the event giving rise to such Claim or within 21 days after the claimant first recognizes the condition giving rise to the Claim, whichever is later. Claims must be made by written notice. An additional Claim made after the initial Claim has been implemented by Change Order will not be considered unless submitted in a timely manner. AIA DOCUMENT A201 - GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION - FOURTEENTH EDITION AIA° - ©1987 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 WARNING: Unlicensed photocopying violates U.S. copyright laws and is subject to legal prosecution. A201-1987 11 4.3.4 Continuing Contract Performance. Pending final reso- lution of a Claim including arbitration, unless otherwise agreed in writing the Contractor shall proceed diligently with perfor- mance of the Contract and the Owner shall continue to make payments in accordance with the Contract Documents. 4.3.5 Waiver of Claims: Final Payment. The making of final payment shall constitute a waiver of Claims by the Owner except those arising from: .1 liens, Claims, security interests or encumbrances aris- ing out of the Contract and unsettled; .2 failure of the Work to comply with the requirements of the Contract Documents; or .3 terms of special warranties required by the Contract Documents. 4.3.6 Claims for Concealed or Unknown Conditions. if con- ditions are encountered at the site which are (1) subsurface or otherwise concealed physical conditions which differ materi- ally from those indicated in the Contract Documents or (2) unknown physical conditions of an unusual nature, which dif- fer materially from those ordinarily found to exist and generally recognized as inherent in construction activities of the character provided for in the Contract Documents, then notice by the observing party shall be given to the other party promptly before conditions are disturbed and in no event later than 21 days after first observance of the conditions. The Archi- tect will promptly investigate such conditions and, if they differ materially and cause an increase or decrease in the Contractor's cost of, or time required for, performance of any part of the Work, will recommend an equitable adjustment in the Contract Sum or Contract Time, or both. If the Architect determines that the conditions at the site are not materially different from those indicated in the Contract Documents and that no change in the terms of the Contract is justified, the Architect shall so notify the Owner and Contractor in writing, stating the reasons. Claims by either party in opposition to such determination must be made within 21 days after the Architect has given notice of the decision. If the Owner and Contractor cannot agree on an adjustment in the Contract Sum or Contract Time, the adjustment shall be referred to the Architect for initial deter- mination, subject to further proceedings pursuant to Paragraph 4.4. 4.3.7 Claims for Additional Cost. If the Contractor wishes to make Claim for an increase in the Contract Sum, written notice as provided herein shall be given before proceeding to execute the Work. Prior notice is not required for Claims relating to an emergency endangering life or property arising under Para- graph 10.3. If the Contractor believes additional cost is involved for reasons including but not limited to (1) a written interpretation from the Architect, (2) an order by the Owner to stop the Work where the Contractor was not at fault, (3) a writ- ten order for a minor change in the Work issued by the Archi- tect, (4) failure of payment by the Owner, (5) termination of the Contract by the Owner, (6) Owner's suspension or (7) other reasonable grounds, Claim shall be filed in accordance with the procedure established herein. 4.3.8 Claims for Additional Time 4.3.8.1 If the Contractor wishes to make Claim for an increase in the Contract Time, written notice as provided herein shall be given. The Contractor's Claim shall include an estimate of cost and of probable effect of delay on progress of the Work. In the case of a continuing delay only one Claim is necessary. 4.3.8.2 If adverse weather conditions are the basis for a Claim for additional time, such Claim shall be documented by data substantiating that weather conditions were abnormal for the period of time and could not have been reasonably anticipated, and that weather conditions had an adverse effect on the scheduled construction. 4.3.9 Injury or Damage to Penson or Property. If either party to the Contract suffers injury or damage to person or property because of an act or omission of the other party, of any of the other party's employees or agents, or of others for whose acts such party is legally liable, written notice of such injury or damage, whether or not insured, shall be given to the other party within a reasonable time not exceeding 21 days after first observance. The notice shall provide sufficient detail to enable the other party to investigate the matter. If a Claim for addi- tional cost or time related to this Claim is to be asserted, it shall be filed as provided in Subparagraphs 4.3.7 or 4.3.8. 4.4 RESOLUTION OF CLAIMS AND DISPUTES 4.4.1 The Architect will review Claims and take one or more of the following preliminary actions within ten days of receipt of a Claim: (1) request additional supporting data from the claimant, (2) submit a schedule to the parties indicating when the Archi- tect expects to take action, (3) reject the Claim in whole or in part, stating reasons for rejection, (4) recommend approval of the Claim by the other party or (5) suggest a compromise. The Architect may also, but is not obligated to, notify the surety, if any, of the nature and amount of the Claim. 4.4.2 If a Claim has been resolved, the Architect will prepare or obtain appropriate documentation. 4.4.3 If a Claim has not been resolved, the party making the Claim shall, within ten days after the Architect's preliminary response, take one or more of the following actions: (1) submit additional supporting data requested by the Architect, (2) modify the initial Claim or (3) notify the Architect that the initial Claim stands. 4.4.4 If a Claim has not been resolved after consideration of the foregoing and of further evidence presented by the parties or requested by the Architect, the Architect will notify the parties in writing that the Architect's decision will be made within seven days, which decision shall be final and binding on the parties but subject to arbitration. Upon expiration of such time period, the Architect will render to the parties the Architect's written decision relative to the Claim, including any change in the Contract Sum or Contract Time or both. If there is a surety and there appears to be a possibility of a Contractor's default, the Architect may, but is not obligated to, notify the surety and request the surety's assistance in resolving the controversy. 4.5 ARBITRATION 4.5.1 Controversies and Claims Subject to Arbitration. Any controversy or Claim arising out of or related to the Contract, or the breach thereof, shall be settled by arbitration in accor- dance with the Construction Industry Arbitration Rules of the American Arbitration Association, and judgment upon the award rendered by the arbitrator or arbitrators may be entered in any court having jurisdiction thereof, except controversies or Claims relating to aesthetic effect and except those waived as provided for in Subparagraph 4.3.5. Such controversies or Claims upon which the Architect has given notice and rendered a decision as provided in Subparagraph 4.4.4 shall be subject to arbitration upon written demand of either party. Arbitration may be commenced when 45 days have passed after a Claim has been referred to the Architect as provided in Paragraph 4.3 and no decision has been rendered. AIA DOCUMENT A201 - GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION - FOURTEENTH EDITION 12 A201-1987 AIA® - ©1987 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 WARNING: Unlicensed photocopying violates U.S. copyright laws and is subject to legal prosecution. 1 11 1 J 1 1 4.5.2 Rules and Notices for Arbitration. Claims between the Owner and Contractor not resolved under Paragraph 4.4 shall, if subject to arbitration under Subparagraph 4.5.1, be decided by arbitration in accordance with the Construction Industry Arbitration Rules of the American Arbitration Association cur- rently in effect, unless the parties mutually agree otherwise. Notice of demand for arbitration shall be filed in writing with the other party to the Agreement between the Owner and Con- tractor and with the American Arbitration Association, and a copy shall be filed with the Architect. 4.5.3 Contract Performance During Arbitration. During arbi- tration proceedings, the Owner and Contractor shall comply with Subparagraph 4.3.4. 4.5.4 When Arbitration May Be Demanded. Demand for arbi- tration of any Claim may not be made until the earlier of (1) the date on which the Architect has rendered a final written deci- sion on the Claim, (2) the tenth day after the parties have pre- sented evidence to the Architect or have been given reasonable opportunity to do so, if the Architect has not rendered a final written decision by that date, or (3) any of the five events described in Subparagraph 4.3.2. 4.5.4.1 When a written decision of the Architect states that (1) the decision is final but subject to arbitration and (2) a demand for arbitration of a Claim covered by such decision must be made within 30 days after the date on which the party making the demand receives the final written decision, then failure to demand arbitration within said 30 days' period shall result in the Architect's decision becoming final and binding upon the Owner and Contractor. If the Architect renders a decision after arbitration proceedings have been initiated, such decision may be entered as evidence, but shall not supersede arbitration pro- ceedings unless the decision is acceptable to all parties concerned. 4.5.4.2 A demand for arbitration shall be made within the time limits specified in Subparagraphs 4.5.1 and 4.5.4 and Clause 4.5.4.1 as applicable, and in other cases within a reasonable time after the Claim has arisen, and in no event shall it be made after the date when institution of legal or equitable proceedings based on such Claim would be barred by the applicable statute of limitations as determined pursuant to Paragraph 13.7. 4.5.5 Limitation on Consolidation or Joinder. No arbitration arising out of or relating to the Contract Documents shall include, by consolidation or joinder or in any other manner, the Architect, the Architect's employees or consultants, except by written consent containing specific reference to the Agree- ment and signed by the Architect, Owner, Contractor and any other person or entity sought to be joined. No arbitration shall include, by consolidation or joinder or in any other manner, parties other than the Owner, Contractor, a separate contrac- tor as described in Article 6 and other persons substantially involved in a common question of fact or law whose presence is required if complete relief is to be accorded in arbitration. No person or entity other than the Owner, Contractor or a separate contractor as described in Article 6 shall be included as an orig- inal third party or additional third party to an arbitration whose interest or responsibility is insubstantial. Consent to arbitration involving an additional person or entity shall not constitute consent to arbitration of a dispute not described therein or with a person or entity not named or described therein. The fore- going agreement to arbitrate and other agreements to arbitrate with an additional person or entity duly consented to by parties to the Agreement shall be specifically enforceable under appli- cable law in any court having jurisdiction thereof. 4.5.6 Claims and Timely Assertion of Claims. A party who files a notice of demand for arbitration must assert in the demand all Claims then known to that party on which arbitra- tion is permitted to be demanded. When a party fails to include a Claim through oversight, inadvertence or excusable neglect, or when a Claim has matured or been acquired subsequently, the arbitrator or arbitrators may permit amendment. 4.5.7 Judgment on Final Award. The award rendered by the arbitrator or arbitrators shall be final, and judgment may be entered upon it in accordance with applicable law in any court having jurisdiction thereof. ARTICLE 5 SUBCONTRACTORS 5.1 DEFINITIONS 5.1.1 A Subcontractor is a person or entity who has a direct contract with the Contractor to perform a portion of the Work at the site. The term "Subcontractor" is referred to throughout the Contract Documents as if singular in number and means a Subcontractor or an authorized representative of the Subcon- tractor. The term "Subcontractor" does not include a separate contractor or subcontractors of a separate contractor. 5.1.2 A Sub -subcontractor is a person or entity who has a direct or indirect contract with a Subcontractor to perform a portion of the Work at the site. The term "Sub -subcontractor" is referred to throughout the Contract Documents as if singular in number and means a Sub -subcontractor or an authorized representative of the Sub -subcontractor. 5.2 AWARD OF SUBCONTRACTS AND OTHER CONTRACTS FOR PORTIONS OF THE WORK 5.2.1 Unless otherwise stated in the Contract Documents or the bidding requirements, the Contractor, as soon as prac- ticable after award of the Contract, shall furnish in writing to the Owner through the Architect the names of persons or enti- ties (including those who are to furnish materials or equipment fabricated to a special design) proposed for each principal por- tion of the Work. The Architect will promptly reply to the Con- tractor in writing stating whether or not the Owner or the Architect, after due investigation, has reasonable objection to any such proposed person or entity. Failure of the Owner or Architect to reply promptly shall constitute notice of no reason- able objection. 5.2.2 The Contractor shall not contract with a proposed per- son or entity to whom the Owner or Architect has made rea- sonable and timely objection. The Contractor shall not be required to contract with anyone to whom the Contractor has made reasonable objection. 5.2.3 If the Owner or Architect has reasonable objection to a person or entity proposed by the Contractor, the Contractor shall propose another to whom the Owner or Architect has no reasonable objection. The Contract Sum shall be increased or decreased by the difference in cost occasioned by such change and an appropriate Change Order shall be issued. However, no increase in the Contract Sum shall be allowed for such change unless the Contractor has acted promptly and responsively in submitting names as required. 5.2.4 The Contractor shall not change a Subcontractor, person or entity previously selected if the Owner or Architect makes reasonable objection to such change. AIA DOCUMENT A201 • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • FOURTEENTH EDITION AIA° • ©1987 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 WARNING: Unlicensed photocopying violates U.S. copyright laws and is subject to legal prosecution. A201-1987 13 5.3 SUBCONTRACTUAL RELATIONS 5.3.1 By appropriate agreement, written where legally required for validity, the Contractor shall require each Subcontractor, to the extent of the Work to be performed by the Subcontractor, to be bound to the Contractor by terms of the Contract Docu- ments, and to assume toward the Contractor all the obligations and responsibilities which the Contractor, by these Docu- ments, assumes toward the Owner and Architect. Each subcon- tract agreement shall preserve and protect the rights of the Owner and Architect under the Contract Documents with respect to the Work to be performed by the Subcontractor so that subcontracting thereof will not prejudice such rights, and shall allow to the Subcontractor, unless specifically provided otherwise in the subcontract agreement, the benefit of all rights, remedies and redress against the Contractor that the Contractor, by the Contract Documents, has against the Owner. Where appropriate, the Contractor shall require each Subcontractor to enter into similar agreements with Sub -sub- contractors. The Contractor shall make available to each pro- posed Subcontractor, prior to the execution of the subcontract agreement, copies of the Contract Documents to which the Subcontractor will be bound, and, upon written request of the Subcontractor, identify to the Subcontractor terms and condi- tions of the proposed subcontract agreement which may be at variance with the Contract Documents. Subcontractors shall similarly make copies of applicable portions of such documents available to their respective proposed Sub -subcontractors. 5.4 CONTINGENT ASSIGNMENT OF SUBCONTRACTS 5.4.1 Each subcontract agreement for a portion of the Work is assigned by the Contractor to the Owner provided that: .1 assignment is effective only after termination of the Contract by the Owner for cause pursuant to Para- graph 14.2 and only for those subcontract agreements which the Owner accepts by notifying the Subcon- tractor in writing; and .2 assignment is subject to the prior rights of the surety, if any, obligated under bond relating to the Contract. 5.4.2 If the Work has been suspended for more than 30 days, the Subcontractor's compensation shall be equitably adjusted. ARTICLE 6 CONSTRUCTION BY OWNER OR BY SEPARATE CONTRACTORS 6.1 OWNER'S RIGHT TO PERFORM CONSTRUCTION AND TO AWARD SEPARATE CONTRACTS 6.1.1 The Owner reserves the right to perform construction or operations related to the Project with the Owner's own forces, and to award separate, contracts in connection with other por- tions of the Project or other construction or operations on the site under Conditions of the Contract identical or substantially similar to these including those portions related to insurance and waiver of subrogation. If the Contractor claims that delay or additional cost is involved because of such action by the Owner, the Contractor shall make such Claim as provided else- where in the Contract Documents. 6.1.2 When separate contracts are awarded for different por- tions of the Project or other construction or operations on the site, the term "Contractor" in the Contract Documents in each case shall mean the Contractor who executes each separate Owner -Contractor Agreement. 6.1.3 The Owner shall provide for coordination of the activi- ties of the Owner's own forces and of each separate contractor with the Work of the Contractor, who shall cooperate with them. The Contractor shall participate with other separate con- tractors and the Owner in reviewing their construction sched- ules when directed to do so. The Contractor shall make any revisions to the construction schedule and Contract Stun deemed necessary after a joint review and mutual agreement. The construction schedules shall then constitute the schedules to be used by the Contractor, separate contractors and the Owner until subsequently revised. 6.1.4 Unless otherwise provided in the Contract Documents, when the Owner performs construction or operations related to the Project with the Owner's own forces, the Owner shall be deemed to be subject to the same obligations and to have the same rights which apply to the Contractor under the Condi- tions of the Contract, including, without excluding others, those stated in Article 3, this Article 6 and Articles 10, 11 and 12. 6.2 MUTUAL RESPONSIBILITY 6.2.1 The Contractor shall afford the Owner and separate con- tractors reasonable opportunity for introduction and storage of their materials and equipment and performance of their activi- ties and shall connect and coordinate the Contractor's con- struction and operations with theirs as required by the Contract Documents. 6.2.2 If part of the Contractor's Work depends for proper execution or results upon construction or operations by the Owner or a separate contractor, the Contractor shall, prior to proceeding with that portion of the Work, promptly report to the Architect apparent discrepancies or defects in such other construction that would render it unsuitable for such proper execution and results. Failure of the Contractor so to report shall constitute an acknowledgment that the Owner's or sepa- rate contractors' completed or partially completed construction is fit and proper to receive the Contractor's Work, except as to defects not then reasonably discoverable. 6.2.3 Costs caused by delays or by improperly timed activities or defective construction shall be borne by the parry responsi- ble therefor. 6.2.4 The Contractor shall promptly remedy damage wrong- fully caused by the Contractor to completed or partially com- pleted construction or to property of the Owner or separate contractors as provided in Subparagraph 10.2.5. 6.2.5 Claims and other disputes and matters in question between the Contractor and a separate contractor shall be sub- ject to the provisions of Paragraph 4.3 provided the separate contractor has reciprocal obligations. 6.2.6 The Owner and each separate contractor shall have the same responsibilities for cutting and patching as are described for the Contractor in Paragraph 3.14. 6.3 OWNER'S RIGHT TO CLEAN UP 6.3.1 If a dispute arises among the Contractor, separate con- tractors and the Owner as to the responsibility under their respective contracts for maintaining the premises and surround- ing area free from waste materials and rubbish as described in Paragraph 3.15, the Owner may clean up and allocate the cost among those responsible as the Architect determines to be just. AIA DOCUMENT A201 • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • FOURTEENTH EDITION 14 A201-1987 AIA@ • ©1987 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 WARNING: Unlicensed photocopying violates U.S. copyright laws and is subject to legal prosecution. ARTICLE 7 CHANGES IN THE WORK 1 7.1 CHANGES i u r� 1 7.1.1 Changes in the Work may be accomplished after execu- tion of the Contract, and without invalidating the Contract, by Change Order, Construction Change Directive or order for a minor change in the Work, subject to the limitations stated in this Article 7 and elsewhere in the Contract Documents. 7.1.2 A Change Order shall be based upon agreement among the Owner, Contractor and Architect; a Construction Change Directive requires agreement by the Owner and Architect and may or may not be agreed to by the Contractor; an order for a minor change in the Work may be issued by the Architect alone. 7.1.3 Changes in the Work shall be performed under appli- cable provisions of the Contract Documents, and the Contrac- tor shall proceed promptly, unless otherwise provided in the Change Order, Construction Change Directive or order for a minor change in the Work. 7.1.4 If unit prices are stated in the Contract Documents or subsequently agreed upon, and if quantities originally con- templated are so changed in a proposed Change Order or Con- struction Change Directive that application of such unit prices to quantities of Work proposed will cause substantial inequity to the Owner or Contractor, the applicable unit prices shall be equitably adjusted. 7.2 CHANGE ORDERS 7.2.1 A Change Order is a written instrument prepared by the Architect and signed by the Owner, Contractor and Architect, stating their agreement upon all of the following: .1 a change in the Work; .2 the amount of the adjustment in the Contract Sum, if any; and .3 the extent of the adjustment in the Contract Time, if any. 7.2.2 Methods used in determining adjustments to the Contract Sum may include those listed in Subparagraph 7.3.3. 7.3 CONSTRUCTION CHANGE DIRECTIVES 7.3.1 A Construction Change Directive is a written order pre- pared by the Architect and signed by the Owner and Architect, directing a change in the Work and stating a proposed basis for adjustment, if any, in the Contract Sum or Contract Time, or both. The Owner may by Construction Change Directive, without invalidating the Contract, order changes in the Work within the general scope of the Contract consisting of addi- tions, deletions or other revisions, the Contract Sum and Con- tract Time being adjusted accordingly. 7.3.2 A Construction Change Directive shall be used in the absence of total agreement on the terms of a Change Order. 7.3.3 If the Construction Change Directive provides for an adjustment to the Contract Sum, the adjustment shall be based on one of the following methods: .1 mutual acceptance of a lump sum properly itemized and supported by sufficient substantiating data to per- mit evaluation; .2 unit prices stated in the Contract Documents or sub- sequently agreed upon; .3 cost to be determined in a manner agreed upon by the parties and a mutually acceptable fixed or percent- age fee; or .4 as provided in Subparagraph 7.3.6. 7.3.4 Upon receipt of a Construction Change Directive, the Contractor shall promptly proceed with the change in the Work involved and advise the Architect of the Contractor's agreement or disagreement with the method, if any, provided in the Construction Change Directive for determining the pro- posed adjustment in the Contract Sum or Contract Time. 7.3.5 A Construction Change Directive signed by the Contrac- tor indicates the agreement of the Contractor therewith, includ- ing adjustment in Contract Sum and Contract Time or the method for determining them. Such agreement shall be effec- tive immediately and shall be recorded as a Change Order. 7.3.6 If the Contractor does not respond promptly or disagrees with the method for adjustment in the Contract Stun, the method and the adjustment shall be determined by the Archi- tect on the basis of reasonable expenditures and savings of those performing the Work attributable to the change, includ- ing, in case of an increase in the Contract Sum, a reasonable allowance for overhead and profit. In such case, and also under Clause 7.3.3.3, the Contractor shall keep and present, in such form as the Architect may prescribe, an itemized accounting together with appropriate supporting data. Unless otherwise provided in the Contract Documents, costs for the purposes of this Subparagraph 7.3.6 shall be limited to the following: .1 costs of labor, including social security, old age and unemployment insurance, fringe benefits required by agreement or custom, and workers' or workmen's compensation insurance; .2 costs of materials, supplies and equipment, includ- ing cost of transportation, whether incorporated or consumed; .3 rental costs of machinery and equipment, exclusive of hand tools, whether rented from the Contractor or others; .4 costs of premiums for all bonds and insurance, permit fees, and sales, use or similar taxes related to the Work; and .5 additional costs of supervision and field office person- nel directly attributable to the change. 7.3.7 Pending final determination of cost to the Owner, amounts not in dispute may be included in Applications for Payment. The amount of credit to be allowed by the Contrac- tor to the Owner for a deletion or change which results in a net decrease in the Contract Sum shall be actual net cost as con- firmed by the Architect. When both additions and credits covering related Work or substitutions are involved in a change, the allowance for overhead and profit shall be figured on the basis of net increase, if any, with respect to that change. 7.3.8 If the Owner and Contractor do not agree with the adjustment in Contract Time or the method for determining it, the adjustment or the method shall be referred to the Architect for determination. 7.3.9 When the Owner and Contractor agree with the deter- mination made by the Architect concerning the adjustments in the Contract Sum and Contract Time, or otherwise reach agree- ment upon the adjustments, such agreement shall be effective immediately and shall be recorded by preparation and execu- tion of an appropriate Change Order. AIA DOCUMENT A201 • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • FOURTEENTH EDITION AIA° • ©1987 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 WARNING: Unlicensed photocopying violates U.S. copyright laws and Is subject to legal prosecution. A201-1987 15 7.4 MINOR CHANGES IN THE WORK 7.4.1 The Architect will have authority to order minor changes in the Work not involving adjustment in the Contract Sum or extension of the Contract Time and not inconsistent with the intent of the Contract Documents. Such changes shall be effected by written order and shall be binding on the Owner and Contractor. The Contractor shall carry out such written orders promptly. ARTICLE 8 TIME 8.1 DEFINITIONS 8.1.1 Unless otherwise provided, Contract Time is the period of time, including authorized adjustments, allotted in the Con- tract Documents for Substantial Completion of the Work. 8.1.2 The date of commencement of the Work is the date established in the Agreement. The date shall not be postponed by the failure to act of the Contractor or of persons or entities for whom the Contractor is responsible. 8.1.3 The date of Substantial Completion is the date certified by the Architect in accordance with Paragraph 9.8. 8.1.4 The term "day" as used in the Contract Documents shall mean calendar day unless otherwise specifically defined. 8.2 PROGRESS AND COMPLETION 8.2.1 Time limits stated in the Contract Documents are of the essence of the Contract. By executing the Agreement the Con- tractor confirms that the Contract Time is a reasonable period for performing the Work. 8.2.2 The Contractor shall not knowingly, except by agree- ment or instruction of the Owner in writing, prematurely com- mence operations on the site or elsewhere prior to the effective date of insurance required by Article 11 to be furnished by the Contractor. The date of commencement of the Work shall not be changed by the effective date of such insurance. Unless the date of commencement is established by a notice to proceed given by the Owner, the Contractor shall notify the Owner in writing not less than five days or other agreed period before commencing the Work to permit the timely filing of mortgages, mechanic's liens and other security interests. 8.2.3 The Contractor shall proceed expeditiously with ade- quate forces and shall achieve Substantial Completion within the Contract Time. 8.3 DELAYS AND EXTENSIONS OF TIME 8.3.1 If the Contractor is delayed at any time in progress of the Work by an act or neglect of the Owner or Architect, or of an employee of either, or of a separate contractor employed by the Owner, or by changes ordered in the Work, or by labor disputes, fire, unusual delay in deliveries, unavoidable casualties or other causes beyond the Contractor's control, or by delay authorized by the Owner pending arbitration, or by other causes which the Architect determines may justify delay, then the Contract Time shall be extended by Change Order for such reasonable time as the Architect may determine. 8.3.2 Claims relating to time shall be made in accordance with applicable provisions of Paragraph 4.3. 8.3.3 This Paragraph 8.3 does not preclude recovery of dam- ages for delay by either party under other provisions of the Contract Documents. ARTICLE 9 PAYMENTS AND COMPLETION 9.1 CONTRACT SUM 9.1.1 The Contract Sum is stated in the Agreement and, includ- ing authorized adjustments, is the total amount payable by the Owner to the Contractor for performance of the Work under the Contract Documents. 9.2 SCHEDULE OF VALUES 9.2.1 Before the first Application for Payment, the Contractor shall submit to the Architect a schedule of values allocated to various portions of the Work, prepared in such form and sup- ported by such data to substantiate its accuracy as the Architect may require. This schedule, unless objected to by the Architect, shall be used as a basis for reviewing the Contractor's Applica- tions for Payment. 9.3 APPLICATIONS FOR PAYMENT 9.3.1 At least ten days before the date established for each progress payment, the Contractor shall submit to the Architect an itemized Application for Payment for operations completed in accordance with the schedule of values. Such application shall be notarized, if required, and supported by such data substantiating the Contractor's right to payment as the Owner or Architect may require, such as copies of requisitions from Subcontractors and material suppliers, and reflecting retainage if provided for elsewhere in the Contract Documents. 9.3.1.1 Such applications may include requests for payment on account of changes in the Work which have been properly authorized by Construction Change Directives but not yet included in Change Orders. 9.3.1.2 Such applications may not include requests for pay- ment of amounts the Contractor does not intend to pay to a Subcontractor or material supplier because of a dispute or other reason. 9.3.2 Unless otherwise provided in the Contract Documents, payments shall be made on account of materials and equipment delivered and suitably stored at the site for subsequent incor- poration in the Work. If approved in advance by the Owner, payment may similarly be made for materials and equipment suitably stored off the site at a location agreed upon in writing. Payment for materials and equipment stored on or off the site shall be conditioned upon compliance by the Contractor with procedures satisfactory to the Owner to establish the Owner's title to such materials and equipment or otherwise protect the Owner's interest, and shall include applicable insurance, storage and transportation to the site for such materials and equipment stored off the site. 9.3.3 The Contractor warrants that title to all Work covered by an Application for Payment will pass to the Owner no later than the time of payment. The Contractor further warrants that upon submittal of an Application for Payment all Work for which Certificates for Payment have been previously issued and payments received from the Owner shall, to the best of the Contractor's knowledge, information and belief, be free and clear of liens, claims, security interests or encumbrances in favor of the Contractor, Subcontractors, material suppliers, or other persons or entities making a claim by reason of having provided labor, materials and equipment relating to the Work. 9.4 CERTIFICATES FOR PAYMENT 9.4.1 The Architect will, within seven days after receipt of the Contractor's Application for Payment, either issue to the AIA DOCUMENT A201 • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • rOURTEENTH EDITION 16 A201-1987 AIA® • ©1987 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 WARNING: Unlicensed photocopying violates U.S. copyright laws and Is subject to legal prosecution. �i J Owner a Certificate for Payment, with a copy to the Contrac- tor, for such amount as the Architect determines is properly due, or notify the Contractor and Owner in writing of the Architect's reasons for withholding certification in whole or in part as provided in Subparagraph 9.5.1. 9.4.2 The issuance of a Certificate for Payment will constitute a representation by the Architect to the Owner, based on the Architect's observations at the site and the data comprising the Application for Payment, that the Work has progressed to the point indicated and that, to the best of the Architect's knowl- edge, information and belief, quality of the Work is in accor- dance with the Contract Documents. The foregoing representa- tions are subject to an evaluation of the Work for conformance with the Contract Documents upon Substantial Completion, to results of subsequent tests and inspections, to minor deviations from the Contract Documents correctable prior to completion and to specific qualifications expressed by the Architect. The issuance of a Certificate for Payment will further constitute a representation that the Contractor is entitled to payment in the amount certified. However, the issuance of a Certificate for Pay- ment will not be a representation that the Architect has (1) made exhaustive or continuous on-site inspections to check the quality or quantity of the Work, (2) reviewed construction means, methods, techniques, sequences or procedures, (3) reviewed copies of requisitions received from Subcontractors and material suppliers and other data requested by the Owner to substantiate the Contractor's right to payment or (4) made examination to ascertain how or for what purpose the Contrac- tor has used money previously paid on account of the Contract Sum. 9.5 DECISIONS TO WITHHOLD CERTIFICATION 9.5.1 The Architect may decide not to certify payment and may withhold a Certificate for Payment in whole or in part, to the extent reasonably necessary to protect the Owner, if in the Architect's opinion the representations to the Owner required by Subparagraph 9.4.2 cannot be made. If the Architect is unable to certify payment in the amount of the Application, the Architect will notify the Contractor and Owner as provided in Subparagraph 9.4.1. If the Contractor and Architect cannot agree on a revised amount, the Architect will promptly issue a Certificate for Payment for the amount for which the Architect is able to make such representations to the Owner. The Archi- tect may also decide not to certify payment or, because of subsequently discovered evidence or subsequent observations, may nullify the whole or a part of a Certificate for Payment previously issued, to such extent as may be necessary in the Architect's opinion to protect the Owner from loss because of: .1 defective Work not remedied; .2 third party claims filed or reasonable evidence indicat- ing probable filing of such claims; .3 failure of the Contractor to make payments prop- erly to Subcontractors or for labor, materials or equipment; .4 reasonable evidence that the Work cannot be com- pleted for the unpaid balance of the Contract Sum; .5 damage to the Owner or another contractor; .6 reasonable evidence that the Work will not be com- pleted within the Contract Time, and that the unpaid balance would not be adequate to cover actual or liquidated damages for the anticipated delay; or .7 persistent failure to carry out the Work in accordance with the Contract Documents. 9.5.2 When the above reasons for withholding certification are removed, certification will be made for amounts previously withheld. 9.6 PROGRESS PAYMENTS 9.6.1 After the Architect has issued a Certificate for Payment, the Owner shall make payment in the manner and within the time provided in the Contract Documents, and shall so notify the Architect. 9.6.2 The Contractor shall promptly pay each Subcontractor, upon receipt of payment from the Owner, out of the amount paid to the Contractor on account of such Subcontractor's por- tion of the Work, the amount to which said Subcontractor is entitled, reflecting percentages actually retained from payments to the Contractor on account of such Subcontractor's portion of the Work. The Contractor shall, by appropriate agreement with each Subcontractor, require each Subcontractor to make payments to Sub -subcontractors in similar manner. 9.6.3 The Architect will, on request, furnish to a Subcontrac- tor, if practicable, information regarding percentages of com- pletion or amounts applied for by the Contractor and action taken thereon by the Architect and Owner on account of por- tions of the Work done by such Subcontractor. 9.6.4 Neither the Owner nor Architect shall have an obligation to pay or to see to the payment of money to a Subcontractor except as may otherwise be required by law. 9.6.5 Payment to material suppliers shall be treated in a manner similar to that provided in Subparagraphs 9.6.2, 9.6.3 and 9.6.4. 9.6.6 A Certificate for Payment, a progress payment, or partial or entire use or occupancy of the Project by the Owner shall not constitute acceptance of Work not in accordance with the Contract Documents. 9.7 FAILURE OF PAYMENT 9.7.1 If the Architect does not issue a Certificate for Payment, through no fault of the Contractor, within seven days after receipt of the Contractor's Application for Payment, or if the Owner does not pay the Contractor within seven days after the date established in the Contract Documents the amount cer- tified by the Architect or awarded by arbitration, then the Con- tractor may, upon seven additional days' written notice to the Owner and Architect, stop the Work until payment of the amount owing has been received. The Contract Time shall be extended appropriately and the Contract Sum shall be increased by the amount of the Contractor's reasonable costs of shut -down, delay and start-up, which shall be accomplished as provided in Article 7. 9.8 SUBSTANTIAL COMPLETION 9.8.1 Substantial Completion is the stage in the progress of the Work when the Work or designated portion thereof is suffi- ciently complete in accordance with the Contract Documents so the Owner can occupy or utilize the Work for its intended use. 9.8.2 When the Contractor considers that the Work, or a por- tion thereof which the Owner agrees to accept separately, is substantially complete, the Contractor shall prepare and submit to the Architect a comprehensive list of items to be completed or corrected. The Contractor shall proceed promptly to com- plete and correct items on the list. Failure to include an item on such list does not alter the responsibility of the Contractor to complete all Work in accordance with the Contract Docu- ments. Upon receipt of the Contractor's list, the Architect will make an inspection to determine whether the Work or desig- AIA DOCUMENT A201 - GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION - FOURTEENTH EDITION AIA® - ©1987 THE AMERICAN INSTITUTE OFARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 WARNING: Unlicensed photocopying violates U.S. copyright laws and is subject to legal prosecution. A201-1987 17 nated portion thereof is substantially complete. If the Architect's inspection discloses any item, whether or not included on the Contractor's list, which is not in accordance with the requirements of the Contract Documents, the Contrac- tor shall, before issuance of the Certificate of Substantial Com- pletion, complete or correct such item upon notification by the Architect. The Contractor shall then submit a request for another inspection by the Architect to determine Substantial Completion. When the Work or designated portion thereof is substantially complete, the Architect will prepare a Certificate of Substantial Completion which shall establish the date of Sub- stantial Completion, shall establish responsibilities of the Owner and Contractor for security, maintenance, heat, utilities, damage to the Work and insurance, and shall fix the time within which the Contractor shall finish all items on the list accompanying the Certificate. Warranties required by the Con- tract Documents shall commence on the date of Substantial Completion of the Work or designated portion thereof unless otherwise provided in the Certificate of Substantial Comple- tion. The Certificate of Substantial Completion shall be sub- mitted to the Owner and Contractor for their written accep- tance of responsibilities assigned to them in such Certificate. 9.8.3 Upon Substantial Completion of the Work or designated portion thereof and upon application by the Contractor and certification by the Architect, the Owner shall make payment, reflecting adjustment in retainage, if any, for such Work or por- tion thereof as provided in the Contract Documents, 9.9 PARTIAL OCCUPANCY OR USE 9.9.1 The Owner may occupy or use any completed or par- tially completed portion of the Work at any stage when such portion is designated by separate agreement with the Contrac- tor, provided such occupancy or use is consented to by the insurer as required under Subparagraph 11.3.11 and authorized by public authorities having jurisdiction over the Work. Such partial occupancy or use may commence whether or not the portion is substantially complete, provided the Owner and Contractor have accepted in writing the responsibilities assigned to each of them for payments, retainage if any, secu- rity, maintenance, heat, utilities, damage to the Work and insur- ance, and have agreed in writing concerning the period for cor- rection of the Work and commencement of warranties required by the Contract Documents. When the Contractor considers a portion substantially complete, the Contractor shall prepare and submit a list to the Architect as provided under Subparagraph 9.8.2. Consent of the Contractor to partial occu- pancy or use shall not be unreasonably withheld. The stage of the progress of the Work shall be determined by written agree- ment between the Owner and Contractor or, if no agreement is reached, by decision of the Architect. 9.9.2 Immediately prior to such partial occupancy or use, the Owner, Contractor and Architect shall jointly inspect the area to be occupied or portion of the Work to be used in order to determine and record the condition of the Work. 9.9.3 Unless otherwise agreed upon, partial occupancy or use of a portion or portions of the Work shall not constitute accep- tance of Work not complying with the requirements of the Contract Documents. 9.10 FINAL COMPLETION AND FINAL PAYMENT 9.10.1 Upon receipt of written notice that the Work is ready for final inspection and acceptance and upon receipt of a final Application for Payment, the Architect will promptly make such inspection and, when the Architect finds the Work accept- able tinder the Contract Documents and the Contract fully per- formed, the Architect will promptly issue a final Certificate for Payment stating that to the best of the Architect's knowledge, information and belief, and on the basis of the Architect's observations and inspections, the Work has been completed in accordance with terms and conditions of the Contract Docu- ments and that the entire balance found to be due the Contrac- tor and noted in said final Certificate is due and payable. The Architect's final Certificate for Payment will constitute a further representation that conditions listed in Subparagraph 9.10.2 as precedent to the Contractor's being entitled to final payment have been fulfilled. 9.10.2 Neither final payment nor any remaining retained percentage shall become due until the Contractor submits to the Architect (1) an affidavit that payrolls, bills for materials and equipment, and other indebtedness connected with the Work for which the Owner or the Owner's property might be responsible or encumbered (less amounts withheld by Owner) have been paid or otherwise satisfied, (2) a certificate evidenc- ing that insurance required by the Contract Documents to remain in force after final payment is currently in effect and will not be cancelled or allowed to expire until at least 30 days' prior written notice has been given to the Owner, (3) a written statement that the Contractor knows of no substantial reason that the insurance will not be renewable to cover the period required by the Contract Documents, (4) consent of surety, if any, to final payment and (5), if required by the Owner, other data establishing payment or satisfaction of obligations, such as receipts, releases and waivers of liens, claims, security interests or encumbrances arising out of the Contract, to the extent and in such form as may be designated by the Owner. If a Subcon- tractor refuses to furnish a release or waiver required by the Owner, the Contractor may furnish a bond satisfactory to the Owner to indemnify the Owner against such lien. If such lien remains unsatisfied after payments are made, the Contractor shall refund to the Owner all money that the Owner may be compelled to pay in discharging such lien, including all costs and reasonable attorneys' fees. 9.10.3 If, after Substantial Completion of the Work, final com- pletion thereof is materially delayed through no fault of the Contractor or by issuance of Change Orders affecting final completion, and the Architect so confirms, the Owner shall, upon application by the Contractor and certification by the Architect, and without terminating the Contract, make payment of the balance due for that portion of the Work fully completed and accepted. If the remaining balance for Work not fully com- pleted or corrected is less than retainage stipulated in the Con- tract Documents, and if bonds have been furnished, the written consent of surety to payment of the balance due for that por- tion of the Work fully completed and accepted shall be submit- ted by the Contractor to the Architect prior to certification of such payment. Such payment shall be made under terms and conditions governing final payment, except that it shall not constitute a waiver of claims. The making of final payment shall constitute a waiver of claims by the Owner as provided in Sub- paragraph 4.3.5. 9.10.4 Acceptance of final payment by the Contractor, a Sub- contractor or material supplier shall constitute a waiver of claims by that payee except those previously made in writing and identified by that payee as unsettled at the time of final Application for Payment. Such waivers shall be in addition to the waiver described in Subparagraph 4.3.5. AIA DOCUMENT A201 • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • FOURTEENTH EDITION 18 A201-1987 AIA® • ©1987 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 WARNING: Unlicensed photocopying violates U.S. copyright taws and is subject to legal prosecution. F, n I 1 ARTICLE 10 PROTECTION OF PERSONS AND PROPERTY 10.1 SAFETY PRECAUTIONS AND PROGRAMS 10.1.1 The Contractor shall be responsible for initiating, main- taining and supervising all safety precautions and programs in connection with the performance of the Contract. 10.1.2 In the event the Contractor encounters on the site material reasonably believed to be asbestos or polychlorinated biphenyl (PCB) which has not been rendered harmless, the Contractor shall immediately stop Work in the area affected and report the condition to the Owner and Architect in writing. The Work in the affected area shall not thereafter be resumed except by written agreement of the Owner and Contractor if in fact the material is asbestos or polychlorinated biphenyl (PCB) and has not been rendered harmless. The Work in the affected area shall be resumed in the absence of asbestos or polychlori- nated biphenyl (PCB), or when it has been rendered harmless, by written agreement of the Owner and Contractor, or in accordance with final determination by the Architect on which arbitration has not been demanded, or by arbitration under Article 4. 10.1.3 The Contractor shall not be required pursuant to Article 7 to perform without consent any Work relating to asbestos or polychlorinated biphenyl (PCB). 10.1.4 To the fullest extent permitted by law, the Owner shall indemnify and hold harmless the Contractor, Architect, Archi- tect's consultants and agents and employees of any of them from and against claims, damages, losses and expenses, includ- ing but not limited to attorneys' fees, arising out of or resulting from performance of the Work in the affected area if in fact the material is asbestos or polychlorinated biphenyl (PCB) and has not been rendered harmless, provided that such claim, damage, loss or expense is attributable to bodily injury, sickness, disease or death, or to injury to or destruction of tangible property (other than the Work itself) including loss of use resulting therefrom, but only to the extent caused in whole or in part by negligent acts or omissions of the Owner, anyone directly or indirectly employed by the Owner or anyone for whose acts the Owner may be liable, regardless of whether or not such claim, damage, loss or expense is caused in part by a party indemnified hereunder. Such obligation shall not be construed to negate, abridge, or reduce other rights or obligations of indemnity which would otherwise exist as to a party or person described in this Subparagraph 10.1.4. 10.2 SAFETY OF PERSONS AND PROPERTY 10.2.1 The Contractor shall take reasonable precautions for safety of, and shall provide reasonable protection to prevent damage, injury or loss to: .1 employees on the Work and other persons who may be affected thereby; .2 the Work and materials and equipment to be incorpo- rated therein, whether in storage on or off the site, under care, custody or control of the Contractor or the Contractor's Subcontractors or Sub-subcontrac- lors; and .3 other property at the site or adjacent thereto, such as trees, shrubs, lawns, walks, pavements, roadways, structures and utilities not designated for removal, relo- cation or replacement in the course of construction. 10.2.2 The Contractor shall give notices and comply with applicable laws, ordinances, rules, regulations and lawful orders of public authorities bearing on safety of persons or property or their protection from damage, injury or loss. 10.2.3 The Contractor shall erect and maintain, as required by existing conditions and performance of the Contract, reason- able safeguards for safety and protection, including posting danger signs and other warnings against hazards, promulgating safety regulations and notifying owners and users of adjacent sites and utilities. 10.2.4 When use or storage of explosives or other hazardous materials or equipment or unusual methods are necessary for execution of the Work, the Contractor shall exercise utmost care and carry on such activities under supervision of properly qualified personnel. 10.2.5 The Contractor shall promptly remedy damage and loss (other than damage or loss insured under property insurance required by the Contract Documents) to property referred to in Clauses 10.2.1.2 and 10.2.1.3 caused in whole or in part by the Contractor, a Subcontractor, a Sub -subcontractor, or anyone directly or indirectly employed by any of them, or by anyone for whose acts they may be liable and for which the Contractor is responsible under Clauses 10.2.1.2 and 10.2.1.3, except damage or loss attributable to acts or omissions of the Owner or Architect or anyone directly or indirectly employed by either of them, or by anyone for whose acts either of them may be liable, and not attributable to the fault or negligence of the Contractor. The foregoing obligations of the Contractor are in addition to the Contractor's obligations under Paragraph 3.18. 10.2.6 The Contractor shall designate a responsible member of the Contractor's organization at the site whose duty shall be the prevention of accidents. This person shall be the Contractor's superintendent unless otherwise designated by the Contractor in writing to the Owner and Architect. 10.2.7 The Contractor shall not load or permit any part of the construction or site to be loaded so as to endanger its safety. 10.3 EMERGENCIES 10.3.1 In an emergency affecting safety of persons or property, the Contractor shall act, at the Contractor's discretion, to pre- vent threatened damage, injury or loss. Additional compensa- tion or extension of time claimed by the Contractor on account of an emergency shall be determined as provided in Paragraph 4.3 and Article 7. ARTICLE 11 INSURANCE AND BONDS 11.1 CONTRACTOR'S LIABILITY INSURANCE 11.1.1 The Contractor shall purchase from and maintain in a company or companies lawfully authorized to do business in the jurisdiction in which the Project is located such insurance as will protect the Contractor from claims set forth below which may arise out of or result from the Contractor's operations under the Contract and for which the Contractor may be legally liable, whether such operations be by the Contractor or by a Subcontractor or by anyone directly or indirectly employed by any of them, or by anyone for whose acts any of them may be liable: .1 claims under workers' or workmen's compensation, disability benefit and other similar employee benefit acts which are applicable to the Work to be performed; AIA DOCUMENT A201 • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • FOURTEENTH EDITION AIA® • ©1987 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 WARNING: Unlicensed photocopying violates U.S. copyright taws and Is subject to legal prosecution. A201-1987 19 .2 claims for damages because of bodily injury, occupa- tional sickness or disease, or death of the Contractor's employees; .3 claims for damages because of bodily injury, sickness or disease, or death of any person other than the Con- tractor's employees; .4 claims for damages insured by usual personal injury liability coverage which are sustained (1) by a person as a result of an offense directly or indirectly related to employment of such person by the Contractor, or (2) by another person; .5 claims for damages, other than to the Work itself, because of injury to or destruction of tangible prop- erty, including loss of use resulting therefrom; .6 claims for damages because of bodily injury, death of a person or property damage arising out of owner- ship, maintenance or use of a motor vehicle; and .7 claims involving contractual liability insurance appli- cable to the Contractor's obligations under Paragraph 3.18. 11.1.2 The insurance required by Subparagraph 11.1.1 shall be written for not less than limits of liability specified in the Con- tract Documents or required by law, whichever coverage is greater. Coverages, whether written on an occurrence or claims -made basis, shall be maintained without interruption from date of commencement of the Work until date of final payment and termination of any coverage required to be main- tained after final payment. 11.1.3 Certificates of Insurance acceptable to the Owner shall be filed with the Owner prior to commencement of the Work. These Certificates and the insurance policies required by this Paragraph 11.1 shall contain a provision that coverages afforded under the policies will not be cancelled or allowed to expire until at least 30 days' prior written notice has been given to the Owner. If any of the foregoing insurance coverages are required to remain in force after final payment and are reason- ably available, an additional certificate evidencing continuation of such coverage shall be submitted with the final Application for Payment as required by Subparagraph 9.10.2. Information concerning reduction of coverage shall be furnished by the Contractor with reasonable promptness in accordance with the Contractor's information and belief. 11.2 OWNER'S LIABILITY INSURANCE 11.2.1 The Owner shall be responsible for purchasing and maintaining the Owner's usual liability insurance. Optionally, the Owner may purchase and maintain other insurance for self- protection against claims which may arise from operations under the Contract. The Contractor shall not be responsible for purchasing and maintaining this optional Owner's liability insurance unless specifically required by the Contract Documents. 11.3 PROPERTY INSURANCE 11.3.1 Unless otherwise provided, the Owner shall purchase and maintain, in a company or companies lawfully authorized to do business in the jurisdiction in which the Project is located, property insurance in the amount of the initial Con- tract Sum as well as subsequent modifications thereto for the entire Work at the site on a replacement cost basis without vol- untary deductibles. Such property insurance shall be main- tained, unless otherwise provided in the Contract Documents or otherwise agreed in writing by all persons and entities who are beneficiaries of such insurance, until final payment has been made as provided in Paragraph 9.10 or until no person or entity other than the Owner has an insurable interest in the property required by this Paragraph 11.3 to be covered, whichever is earlier. This insurance shall include interests of the Owner, the Contractor, Subcontractors and Sub -subcontractors in the Work. 11.3.1.1 Property insurance shall be on an all-risk policy form and shall insure against the perils of fire and extended coverage and physical loss or damage including, without duplication of coverage, theft, vandalism, malicious mischief, collapse, false - work, temporary buildings and debris removal including demolition occasioned by enforcement of any applicable legal requirements, and shall cover reasonable compensation for Architect's services and expenses required as a result of such insured loss. Coverage for other perils shall not be required unless otherwise provided in the Contract Documents. 11.3.1.2 If the Owner does not intend to purchase such prop- erty insurance required by the Contract and with all of the coverages in the amount described above, the Owner shall so inform the Contractor in writing prior to commencement of the Work. The Contractor may then effect insurance which will protect the interests of the Contractor, Subcontractors and Sub - subcontractors in the Work, and by appropriate Change Order the cost thereof shall be charged to the Owner. If the Contrac- tor is damaged by the failure or neglect of the Owner to pur- chase or maintain insurance as described above, without so notifying the Contractor, then the Owner shall bear all reason- able costs properly attributable thereto. 11.3.1.3 if the property insurance requires minimum deducti- bles and such deductibles are identified in the Contract Docu- ments, the Contractor shall pay costs not covered because of such deductibles. If the Owner or insurer increases the required minimum deductibles above the amounts so identified or if the Owner elects to purchase this insurance with voluntary deduc- tible amounts, the Owner shall be responsible for payment of the additional costs not covered because of such increased or voluntary deductibles. If deductibles are not identified in the Contract Documents, the Owner shall pay costs not covered because of deductibles. 11.3.1.4 Unless otherwise provided in the Contract Docu- ments, this property insurance shall cover portions of the Work stored off the site after written approval of the Owner at the value established in the approval, and also portions of the Work in transit. 11.3.2 Boller and Machinery Insurance. The Owner shall purchase and maintain boiler and machinery insurance required by the Contract Documents or by law, which shall specifically cover such insured objects during installation and until final acceptance by the Owner; this insurance shall include interests of the Owner, Contractor, Subcontractors and Sub - subcontractors in the Work, and the Owner and Contractor shall be named insureds. 11.3.3 Loss of Use Insurance. The Owner, at the Owner's option, may purchase and maintain such insurance as will insure the Owner against loss of use of the Owner's property due to fire or other hazards, however caused. The Owner waives all rights of action against the Contractor for loss of use of the Owner's property, including consequential losses due to fire or other hazards however caused. 11.3.4 If the Contractor requests in writing that insurance for risks other than those described herein or for other special haz- ards be included in the property insurance policy, the Owner shall, if possible, include such insurance, and the cost thereof shall be charged to the Contractor by appropriate Change Order. AIA DOCUMENT A201 • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • FOURTEENTH EDITION 20 A201-1987 AIA® • ©1987 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 WARNING: Unlicensed photocopying violates U.S. copyright laws and is subject to legal prosecution. 1 J n II' u 11.3.5 If during the Project construction period the Owner insures properties, real or personal or both, adjoining or adja- cent to the site by property insurance under policies separate from those insuring the Project, or if after final payment prop- erty insurance is to be provided on the completed Project through a policy or policies other than those insuring the Proj- ect during the construction period, the Owner shall waive all rights in accordance with the terms of Subparagraph 11 .3.7 for damages caused by fire or other perils covered by this separate property insurance. All separate policies shall provide this waiver of subrogation by endorsement or otherwise. 11.3.6 Before an exposure to loss may occur, the Owner shall file with the Contractor a copy of each policy that includes insurance coverages required by this Paragraph 11.3. Each policy shall contain all generally applicable conditions, defini- tions, exclusions and endorsements related to this Project. Each policy shall contain a provision that the policy will not be cancelled or allowed to expire until at least 30 days' prior writ- ten notice has been given to the Contractor. 11.3.7 Walvem of Subrogation. The Owner and Contractor waive all rights against (1) each other and any of their subcon- tractors, sub -subcontractors, agents and employees, each of the other, and (2) the Architect, Architect's consultants, separate contractors described in Article 6, if any, and any of their sub- contractors, sub -subcontractors, agents and employees, for damages caused by fire or other perils to the extent covered by property insurance obtained pursuant to this Paragraph 11.3 or other property insurance applicable to the Work, except such rights as they have to proceeds of such insurance held by the Owner as fiduciary. The Owner or Contractor, as appropriate, shall require of the Architect, Architect's consultants, separate contractors described in Article 6, if any, and the subcontrac- tors, sub -subcontractors, agents and employees of any of them, by appropriate agreements, written where legally required for validity, similar waivers each in favor of other parties enum- erated herein. The policies shall provide such waivers of subro- gation by endorsement or otherwise. A waiver of subrogation shall be effective as to a person or entity even though that per- son or entity would otherwise have a duty of indemnification, contractual or otherwise, did not pay the insurance premium directly or indirectly, and whether or not the person or entity had an insurable interest in the property damaged. 11.3.8 A loss insured under Owner's property insurance shall be adjusted by the Owner as fiduciary and made payable to the Owner as fiduciary for the insureds, as their interests may appear, subject to requirements of any applicable mortgagee clause and of Subparagraph 11.3.10. The Contractor shall pay Subcontractors their just shares of insurance proceeds received by the Contractor, and by appropriate agreements, written where legally required for validity, shall require Subcontractors to make payments to their Sub -subcontractors in similar manner. 11.3.9 If required in writing by a party in interest, the Owner as fiduciary shall, upon occurrence of an insured loss, give bond for proper performance of the Owner's duties. The cost of required bonds shall be charged against proceeds received as fiduciary. The Owner shall deposit in a separate account pro- ceeds so received, which the Owner shall distribute in accor- dance with such agreement as the parties in interest may reach, or in accordance with an arbitration award in which case the procedure shall be as provided in Paragraph 4.5. If after such loss no other special agreement is made, replacement of dam- aged property shall be covered by appropriate Change Order. 11.3.10 The Owner as fiduciary shall have power to adjust and settle a loss with insurers unless one of the parties in interest shall object in writing within five days after occurrence of loss to the Owner's exercise of this power; if such objection be made, arbitrators shall be chosen as provided in Paragraph 4.5. The Owner as fiduciary shall, in that case, make settlement with insurers in accordance with directions of such arbitrators. If distribution of insurance proceeds by arbitration is required, the arbitrators will direct such distribution. 11.3.11 Partial occupancy or use in accordance with Paragraph 9.9 shall not commence until the insurance company or com- panies providing property insurance have consented to such partial occupancy or use by endorsement or otherwise. The Owner and the Contractor shall take reasonable steps to obtain consent of the insurance company or companies and shall, without mutual written consent, take no action with respect to partial occupancy or use that would cause cancellation, lapse or reduction of insurance. 11.4 PERFORMANCE BOND AND PAYMENT BOND 11.4.1 The Owner shall have the right to require the Contrac- tor to furnish bonds covering faithful performance of the Con- tract and payment of obligations arising thereunder as stipu- lated in bidding requirements or specifically required in the Contract Documents on the date of execution of the Contract. 11.4.2 Upon the request of any person or entity appearing to be a potential beneficiary of bonds covering payment of obliga- tions arising under the Contract, the Contractor shall promptly furnish a copy of the bonds or shall permit a copy to be made. ARTICLE 12 UNCOVERING AND CORRECTION OF WORK 12.1 UNCOVERING OF WORK 12.1.1 If a portion of the Work is covered contrary to the Architect's request or to requirements specifically expressed in the Contract Documents, it must, if required in writing by the Architect, be uncovered for the Architect's observation and be replaced at the Contractor's expense without change in the Contract Time. 12.1.2 If a portion of the Work has been covered which the Architect has not specifically requested to observe prior to its being covered, the Architect may request to see such Work and it shall be uncovered by the Contractor. If such Work is in accordance with the Contract Documents, costs of uncover- ing and replacement shall, by appropriate Change Order, be charged to the Owner. If such Work is not in accordance with the Contract Documents, the Contractor shall pay such costs unless the condition was caused by the Owner or a separate contractor in which event the Owner shall be responsible for payment of such costs. 12.2 CORRECTION OF WORK 12.2.1 The Contractor shall promptly correct Work rejected by the Architect or failing to conform to the requirements of the Contract Documents, whether observed before or after Substantial Completion and whether or not fabricated, installed or completed. The Contractor shall bear costs of correcting such rejected Work, including additional testing and inspec- tions and compensation for the Architect's services and expenses made necessary thereby. 12.2.2 If, within one year after the date of Substantial Comple- tion of the Work or designated portion thereof, or after the date AIA DOCUMENT A201 • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • FOURTEENTH EDITION AIA° • ©1987 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 WARNING: Unlicensed photocopying violates U.S. copyright laws and Is subject to legal prosecution. A201-1987 21 for commencement of warranties established under Sub- paragraph 9.9.1, or by terms of an applicable special warranty required by the Contract Documents, any of the Work is found to be not in accordance with the requirements of the Contract Documents, the Contractor shall correct it promptly after receipt of written notice from the Owner to do so unless the Owner has previously given the Contractor a written accep- tance of such condition. This period of one year shall be extended with respect to portions of Work first performed after Substantial Completion by the period of time between Substan- tial Completion and the actual performance of the Work. This obligation under this Subparagraph 12.2.2 shall survive accep- tance of the Work under the Contract and termination of the Contract. The Owner shall give such notice promptly after dis- covery of the condition. 12.2.3 The Contractor shall remove from the site portions of the Work which are not in accordance with the requirements of the Contract Documents and are neither corrected by the Contractor nor accepted by the Owner. 12.2.4 If the Contractor fails to correct nonconforming Work within a reasonable time, the Owner may correct it in accor- dance with Paragraph 2.4. If the Contractor does not proceed with correction of such nonconforming Work within a reason- able time fixed by written notice from the Architect, the Owner may remove it and store the salvable materials or equipment at the Contractor's expense. If the Contractor does not pay costs of such removal and storage within ten days after written notice, the Owner may upon ten additional days' written notice sell such materials and equipment at auction or at private sale and shall account for the proceeds thereof, after deducting costs and damages that should have been home by the Con- tractor, including compensation for the Architect's services and expenses made necessary thereby. If such proceeds of sale do not cover costs which the Contractor should have borne, the Contract Sum shall be reduced by the deficiency. If payments then or thereafter due the Contractor are not sufficient to cover such amount, the Contractor shall pay the difference to the Owner. 12.2.5 The Contractor shall bear the cost of correcting destroyed or damaged construction, whether completed or partially completed, of the Owner or separate contractors caused by the Contractor's correction or removal of Work which is not in accordance with the requirements of the Con- tract Documents. 12.2.6 Nothing contained in this Paragraph 12.2 shall be con- strued to establish a period of limitation with respect to other obligations which the Contractor might have under the Con- tract Documents. Establishment of the time period of one year as described in Subparagraph 12.2.2 relates only to the specific obligation of the Contractor to correct the Work, and has no relationship to the time within which the obligation to comply with the Contract Documents may be sought to be enforced, nor to the time within which proceedings may be commenced to establish the Contractor's liability with respect to the Con- tractor's obligations other than specifically to correct the Work. 12.3 ACCEPTANCE OF NONCONFORMING WORK 12.3.1 If the Owner prefers to accept Work which is not in accordance with the requirements of the Contract Documents, the Owner may do so instead of requiring its removal and cor- rection, in which case the Contract Sum will be reduced as appropriate and equitable. Such adjustment shall be effected whether or not final payment has been made. ARTICLE 13 MISCELLANEOUS PROVISIONS 13.1 GOVERNING LAW 13.1.1 The Contract shall be governed by the law of the place where the Project is located. 13.2 SUCCESSORS AND ASSIGNS 13.2.1 The Owner and Contractor respectively bind them- selves, their partners, successors, assigns and legal representa- tives to the other party hereto and to partners, successors, assigns and legal representatives of such other party in respect to covenants, agreements and obligations contained in the Con- tract Documents. Neither party to the Contract shall assign the Contract as a whole without written consent of the other. If either party attempts to make such an assignment without such consent, that party shall nevertheless remain legally responsible for all obligations under the Contract. 13.3 WRITTEN NOTICE 13.3.1 Written notice shall be deemed to have been duly served if delivered in person to the individual or a member of the firm or entity or to an officer of the corporation for which it was intended, or if delivered at or sent by registered or certified mail to the last business address known to the party giving notice. 13.4 RIGHTS AND REMEDIES 13.4.1 Duties and obligations imposed by the Contract Docu- ments and rights and remedies available thereunder shall be in addition to and not a limitation of duties, obligations, rights and remedies otherwise imposed or available by law. 13.4.2 No action or failure to act by the Owner, Architect or Contractor shall constitute a waiver of a right or duty afforded them under the Contract, nor shall such action or failure to act constitute approval of or acquiescence in a breach thereunder, except as may be specifically agreed in writing. 13.5 TESTS AND INSPECTIONS 13.5.1 Tests, inspections and approvals of portions of the Work required by the Contract Documents or by laws, ordi- nances, rules, regulations or orders of public authorities having jurisdiction shall be made at an appropriate time. Unless other- wise provided, the Contractor shall make arrangements for such tests, inspections and approvals with an independent test- ing laboratory or entity acceptable to the Owner, or with the appropriate public authority, and shall bear all related costs of tests, inspections and approvals. The Contractor shall give the Architect timely notice of when and where tests and inspec- tions are to be made so the Architect may observe such proce- dures. The Owner shall bear costs of tests, inspections or approvals which do not become requirements until after bids are received or negotiations concluded. 13.5.2 If the Architect, Owner or public authorities having jurisdiction determine that portions of the Work require addi- tional testing, inspection or approval not included under Sub- paragraph 13.5.1, the Architect will, upon written authorization from the Owner, instruct the Contractor to make arrangements for such additional testing, inspection or approval by an entity acceptable to the Owner, and the Contractor shall give timely notice to the Architect of when and where tests and inspections are to be made so the Architect may observe such procedures. AIA DOCUMENT A201 • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • FOURTEENTH EDITION 22 A201-1987 AIA° • ©1987 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 WARNING: Unlicensed photocopying violates U.S. copyright laws and is subject to legal prosecution. The Owner shall bear such costs except as provided in Sub- paragraph 13.5.3. 13.5.3 If such procedures for testing, inspection or approval under Subparagraphs 13.5.1 and 13.5.2 reveal failure of the portions of the Work to comply with requirements established by the Contract Documents, the Contractor shall bear all costs made necessary by such failure including those of repeated procedures and compensation for the Architect's services and expenses. 13.5.4 Required certificates of testing, inspection or approval shall, unless otherwise required by the Contract Documents, be secured by the Contractor and promptly delivered to the Architect. 13.5.5 If the Architect is to observe tests, inspections or approvals required by the Contract Documents, the Architect will do so promptly and, where practicable, at the normal place of testing. 13.5.6 Tests or inspections conducted pursuant to the Con- tract Documents shall be made promptly to avoid unreasonable delay in the Work. ' 13.6 INTEREST 13.6.1 Payments due and unpaid under the Contract Docu- ments shall bear interest from the date payment is due at such rate as the parties may agree upon in writing or, in the absence thereof, at the legal rate prevailing from time to time at the place where the Project is located. 13.7 COMMENCEMENT OF STATUTORY LIMITATION PERIOD 1 13.7.1 As between the Owner and Contractor: .1 Before Substantial Completion. As to acts or failures to act occurring prior to the relevant date of Substan- tial Completion, any applicable statute of limitations shall commence to run and any alleged cause of action shall be deemed to have accrued in any and all events not later than such date of Substantial Completion; .2 Between Substantial Completion and Final CertI& cats for Payment. As to acts or failures to act occur- ring subsequent to the relevant date of Substantial Completion and prior to issuance of the final Certifi- cate for Payment, any applicable statute of limitations shall commence to run and any alleged cause of action shall be deemed to have accrued in any and all events not later than the date of issuance of the final Certificate for Payment; and .3 After Final Certificate for Payment. As to acts or failures to act occurring after the relevant date of issu- ance of the final Certificate for Payment, any appli- cable statute of limitations shall commence to run and any alleged cause of action shall be deemed to have accrued in any and all events not later than the date of any act or failure to act by the Contractor pursuant to any warranty provided under Paragraph 3.5, the date of any correction of the Work or failure to correct the Work by the Contractor under Paragraph 12.2, or the date of actual commission of any other act or failure to perform any duty or obligation by the Contractor or Owner, whichever occurs last. ARTICLE 14 TERMINATION OR SUSPENSION OF THE CONTRACT 14.1 TERMINATION BY THE CONTRACTOR 14.1.1 The Contractor may terminate the Contract if the Work is stopped for a period of 30 days through no act or fault of the Contractor or a Subcontractor, Sub -subcontractor or their agents or employees or any other persons performing portions of the Work under contract with the Contractor, for any of the following reasons: .1 issuance of an order of a court or other public author- ity having jurisdiction; .2 an act of government, such as a declaration of national emergency, making material unavailable; .3 because the Architect has not issued a Certificate for Payment and has not notified the Contractor of the reason for withholding certification as provided in Subparagraph 9.4.1, or because the Owner has not made payment on a Certificate for Payment within the time stated in the Contract Documents; .4 if repeated suspensions, delays or interruptions by the Owner as described in Paragraph 14.3 constitute in the aggregate more than 100 percent of the total num- ber of days scheduled for completion, or 120 days in any 365 -day period, whichever is less; or .5 the Owner has failed to furnish to the Contractor promptly, upon the Contractor's request, reasonable evidence as required by Subparagraph 2.2.1. 14.1.2 If one of the above reasons exists, the Contractor may, upon seven additional days' written notice to the Owner and Architect, terminate the Contract and recover from the Owner payment for Work executed and for proven loss with respect to materials, equipment, tools, and construction equipment and machinery, including reasonable overhead, profit and damages. 14.1.3 If the Work is stopped for a period of 60 days through no act or fault of the Contractor or a Subcontractor or their agents or employees or any other persons performing portions of the Work under contract with the Contractor because the Owner has persistently failed to fulfill the Owner's obligations under the Contract Documents with respect to matters impor- tant to the progress of the Work, the Contractor may, upon seven additional days' written notice to the Owner and the Architect, terminate the Contract and recover from the Owner as provided in Subparagraph 14.1.2. 14.2 TERMINATION BY THE OWNER FOR CAUSE 14.2.1 The Owner may terminate the Contract if the Contractor: .1 persistently or repeatedly refuses or fails to supply enough properly skilled workers or proper materials; .2 fails to make payment to Subcontractors for materials or labor in accordance with the respective agreements between the Contractor and the Subcontractors; .3 persistently disregards laws, ordinances, or rules, reg- ulations or orders of a public authority having juris- diction; or .4 otherwise is guilty of substantial breach of a provision of the Contract Documents. 14.2.2 When any of the above reasons exist, the Owner, upon certification by the Architect that sufficient cause exists to jus - AIA DOCUMENT A201 - GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION - FOURTEENTH EDITION AIA® - ©1987 THE AMERICAN INSTITUTE OF ARCHITECTS. 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 WARNING: Unlicensed photocopying violates U.S. copyright laws and Is subject to legal prosecution. A201-1987 23 tify such action, may without prejudice to any other rights or remedies of the Owner and after giving the Contractor and the Contractor's surety, if any, seven days' written notice, termi- nate employment of the Contractor and may, subject to any prior rights of the surety: .1 take possession of the site and of all materials, equip - ment, tools, and construction equipment and machin- ery thereon owned by the Contractor; .2 accept assignment of subcontracts pursuant to Para- graph 5.4; and .3 finish the Work by whatever reasonable method the Owner may deem expedient. 14.2.3 When the Owner terminates the Contract for one of the reasons stated in Subparagraph 14.2.1, the Contractor shall not be entitled to receive further payment until the Work is finished. 14.2.4 If the unpaid balance of the Contract Sum exceeds costs of finishing the Work, including compensation for the Archi- tect's services and expenses made necessary thereby, such excess shall be paid to the Contractor. If such costs exceed the unpaid balance, the Contractor shall pay the difference to the Owner. The amount to be paid to the Contractor or Owner, as the case may be, shall be certified by the Architect, upon appli- cation, and this obligation for payment shall survive termina- tion of the Contract. 14.3 SUSPENSION BY THE OWNER FOR CONVENIENCE 14.3.1 The Owner may, without cause, order the Contractor in writing to suspend, delay or interrupt the Work in whole or in pan for such period of time as the Owner may determine. 14.3.2 An adjustment shall be made for increases in the cost of performance of the Contract, including profit on the increased cost of performance, caused by suspension, delay or interrup- tion. No adjustment shall be made to the extent: .1 that performance is, was or would have been so sus- pended, delayed or interrupted by another cause for which the Contractor is responsible; or .2 that an equitable adjustment is made or denied under another provision of this Contract. 14.3.3 Adjustments made in the cost of performance may have a mutually agreed fixed or percentage fee. is Printed on Recycled Paper AIA DOCUMENT A201 • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • FOURTEENTH EDITION 24 A201-1987 AIA® • ©1987 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 WARNING: Unlicensed photocopying violates U.S. copyright laws and Is subject to legal prosecution. s 1 11 LJ Fi t SUPPLEMENTARY CONDITIONS 1.01 GENERAL CONDITIONS The General Conditions of the Contract for Construction, AIA Document A201, 1987 Edition, Articles 1 through 14, are hereby incorporated as the General Conditions of this Contract. The articles contained in this Section may modify, delete or add to the provisions of the General Conditions and shall take precedence over the General Conditions. Where a portion of the General Conditions is modified or voided by these articles, the unaltered portion shall remain in effect. - 1.02 THE CONTRACT DOCUMENTS Add the following to Paragraph 1.2: 1.2.6 Where 'a "reference in the Contract Documents to a Federal Specification, American National Standards Institute standard, American Society of Testing Materials standard or other standard, the edition and amendments current as of the date of this Project Manual shall apply. However, no provision of a referenced standard, manual or code shall change the duties and responsibilities of the Owner, Architect or Contractor from those set forth in the Contract Documents. ISUPPLEMENTARY CONDITIONS - 1 Delete the last subparagraph 1.1.1 and replace it with the following: The Contract Documents also include the following Bidding Documents: Invitation to Bid, Instruction to Bidders, Contractor's Bid Proposal, and all addenda issued during the bidding process. 1.03 INCONSISTENCY Add the following to Subparagraph 1.2.3: If there is an inconsistency in the quality or quantity of work required by the Contract Documents, either the greater quality or quantity or the lesser quality .or quantity shall be provided in accordance with the Architect's interpretation, and no change in the Contract Sum will be permitted. 1.04 STANDARD SPECIFICATIONS Add the following to Paragraph 1.2: 1.2.6 Where 'a "reference in the Contract Documents to a Federal Specification, American National Standards Institute standard, American Society of Testing Materials standard or other standard, the edition and amendments current as of the date of this Project Manual shall apply. However, no provision of a referenced standard, manual or code shall change the duties and responsibilities of the Owner, Architect or Contractor from those set forth in the Contract Documents. ISUPPLEMENTARY CONDITIONS - 1 e If the Contract Documents require work to be performed after regular working hours or if the Contractor elects to perform SUPPLEMENTARY CONDITIONS - 2 1 1.05 INFORMATION AND SERVICES REQUIRED OF THE OWNER Subparagraph 2.2.1 shall be deleted in its entirety. 1.06 OWNERS RIGHT TO CARRY OUT WORK Subparagraph 2.4.1 shall be deleted in its entirety and replaced with the following: 2.4.1 If the Contractor defaults or neglects to carry out the work in accordance with the Contract documents and fails within seven days after receipt of written notice from the Owner to commence and continue correction of such default or neglect with diligence and promptness, the Owner may, without prejudice to any other remedy he may have, make good such deficiencies. In such case an appropriate Change Order shall be issued deducting from the payment then or thereafter due the Contractor the cost of correcting such deficiencies, including compensation for the Architect's additional services made necessary by such default, neglect, or failure. If the payments then or thereafter due the Contractor are not sufficient to cover such amount, the Contractor shall pay the difference to the Owner. 1.07 REVIEW OF CONTRACT DOCUMENTS AND FIELD CONDITIONS BY CONTRACTOR Subparagraph 3.2.1 shall be deleted in its entirety replaced n laced with the following: 3.2.1 The Contractor shall carefully study and compare the Contract Documents with each other and with information furnished by the Owner pursuant to subparagraph 2.2.2 and shall at once report to the Architect errors, inconsistencies or omissions discovered. If the contract performs any construction activity involving an error, inconsistency or omission in the Contract Document which should have been discovered by the Contractor upon reasonable inspection of the documents, and without notice to the Architect, the Contractor shall assume appropriate responsibility for such performance and shall bear an appropriate amount of the attributable cost for correction. 1.08 OVERTIME WORK Add the following to Subparagraph 3.4.1: If the Contract Documents require work to be performed after regular working hours or if the Contractor elects to perform SUPPLEMENTARY CONDITIONS - 2 1 1 after regular working hours, the additional cost of such work shall be borne by the Contractor. �j 1.09 CONFORMANCE TO LAWS ISUPPLEMENTARY CONDITIONS - 3 Add the following to Paragraph 3.4: 3.4.3 Where materials or equipment are required to conform to requirements of laws, ordinances or regulatory agencies, the Contractor shall submit to the Architect upon the Architect's request evidence that the materials and equipment to be furnished meet the requirements. 1.10 SAME MANUFACTURER Add the following to subparagraph 3.4 3.4.4 Each material, product or item of equipment shall be the same manufacturer throughout the work, unless otherwise specified. 1.11 PERMITS, FEES AND NOTICES Subparagraph 3.7.3 shall be deleted and replaced with the following: 3.7.3 If the Contractor observes that portion of the Contract Documents are at variance therewith, the Contractor shall promptly notify the Architect and Owner in writing, and necessary changes shall be accomplished by appropriate modification. 1.12 TAXES Delete Article 3.6 in its entirety and substitute the following: 3.6.1 Notwithstanding any other provisions contained herein to the contrary, Article 4.6 shall fully control all aspects and matters relating to the acquisition and purchase of materials, supplies and equipment necessary for and/or to be incorporated 3.6.2 into the project. Owner hereby appoints the Contractor as a Purchasing Agent to act on behalf of the Owner in the purchase and acquisition of all materials, supplies, and equipment installed or used in or incorporated into such portions of the Project for which Contractor provides its construction labor services as described in the Contract Documents. The Contractor and the Owner agree that such purchase activities shall be undertaken in such manner as to be exempt from Minn. Sales and Use ISUPPLEMENTARY CONDITIONS - 3 a Taxes in accordance with Minn. Revenue Rules, Part 8130.1200, subpart 3, items C. and D. 3.6.3 Contractor is authorized to and will appoint its subcontractors as additional Purchasing Agents to purchase materials, supplies and equipment under the same terms and conditions as specified herein. 3.6.4 Contractor, on behalf of the Owner shall purchase those items, kinds and types, and respective ` quantities, of materials, supplies and equipment specified in the Contract Documents. The Contractor shall be obligated to purchase such materials, supplies and equipment for the Owner at purchase prices not to exceed the maximum itemized amounts specified in the Owner -Contractor Agreement Form for the respective materials, supplies and equipment. No greater purchase price may be contracted for on behalf of the Owner or paid to vendors or suppliers and any discounts will be credited to the Owner. 3.6.5 Title to all materials, supplies and equipment purchased by Contractor pursuant to its duties as Purchasing Agent shall immediately vest in the Owner at the point of delivery thereof. 3.6.6 Contractor, as Purchasing Agent, shall receive delivery of all materials, supplies and equipment ordered by Contractor on behalf of the Owner hereunder, and shall exercise reasonable care in inspecting such materials, supplies and equipment to ascertain that they are free of patent defects and conform to appropriate specifications before preliminarily accepting delivery of the same on behalf of the Owner, provided that final acceptance from a supplier or vendor shall be conditioned upon completed installation and proper performance thereof as determined by the Architect. 3.6.7 Contractor shall exercise reasonable care and take reasonable precautions for safekeeping of materials, supplies and equipment in its custody prior to installation, use or incorporation in Project. Risk of loss, damage and destruction with respect to all materials, supplies and equipment is that of Owner. 3.6.8 All defective materials, supplies and equipment installed or used in or incorporated into the Project shall be the responsibility of the Owner. 3.6.9 The Contractor, as Purchasing Agent, shall furnish adequate notification to all vendors and suppliers SUPPLEMENTARY CONDITIONS - 4 11 that Contractor is acting as Purchasing Agent for the Owner by using the Purchase Orders supplied by the Owner. All purchase orders and other documents furnished to any vendor or supplier of materials, supplies or equipment shall clearly reflect the Contractor's agency relationship by expressly stating that the Contractor is acting as Purchasing Agent on behalf of the Owner. Copies of purchase orders are available for review at the offices of the Contractor and Owner. 3.6.10 As Purchasing Agent, Contractor shall collect and process all invoices or other statements from vendors or suppliers of Project materials, supplies or equipment purchased by Contractor on behalf of Owner, shall submit payment requests to Architect for approval for payment, and shall, upon receipt of necessary funds, disburse such funds to the appropriate vendors and suppliers on behalf of Owner. Contractor shall execute reasonable and diligent efforts in performing the foregoing payment disbursement functions and maintain proper written records thereof. Contractor, as Purchasing Agent, shall furnish adequate notification to all vendors and suppliers that the obligation for payments due to such vendors and suppliers for project materials, supplies and equipment is that of Owner and not Contractors. 3.6.11 In connection with the Contractor's performance of its duties as Purchasing Agent, Owner shall provide to Contractor a copy of Owner's Certificate of Exempt Status - Exempt Organization issued by the State of Minnesota, Department of Revenue - Sales and Use Tax Division. 1.13 DOCUMENTS AND SAMPLES AT THE SITE Change Subparagraph 3.11.1 by deleting the last sentence and replace it with the following: The Contractor shall prepare a set of reproducible record drawings from the aforementioned drawings and submit the same to the Architect for delivery to Owner within 30 days of r►- Substantial Completion. 1.14 CONTRACTOR DESIGN Add the following to Subparagraph 3.12.7: Where the Contract Documents require materials, equipment or systems to be designed and certified by an architect or professional engineer, the Architect shall have a right to rely upon the adequacy of that design. ISUPPLEMENTARY CONDITIONS - 5 1 1.15 CUTTING AND PATCHING Change Subparagraph 3.14.1 to read as follows: 3.14.1 Unless otherwise provided in the Contract Documents, the Contractor shall be responsible for cutting, fitting and patching required to complete the work or make its several parts f it together properly. Add the following to Paragraph 3.14: 3.14.3 Cutting shall be accurately located and neatly done. Unnecessary cutting shall be -avoided. 3.14.4 Patching shall be done by skilled mechanics experienced in the particular type of work involved. Patching shall conform to the standards of the Specifications where applicable, and where not specified, such work shall conform to the highest standards of the trade. Finished patching shall be acceptable to the contractor whose work has been patched. 3.14.5 The Contractor shall leave holes, chases and other openings in his work required by other contractors for the installation of their work, provided such openings are accurately located by the party requiring them before the execution of the work. The Contractor shall afford other contractors a reasonable opportunity to locate such openings. 1.16 INDEMNIFICATION Subparagraphs 3.18.1, 3.18.2 and 3.18.3 shall be deleted and replaced with the following: 3.18.1 To the fullest extent permitted by law, the Contractor agrees to assume the entire responsibility and liability for all damages or injury to all persons, where employees or otherwise, and to all property, arising and of or resulting from or in any manner connected with the exception of the work provided for in the contract documents or occurring or resulting from the use by the contractor, his agents, or employees or others of materials, equipment, instrumentalities or other property, whether the same be owned by the Owner, Contractor, sub -contractor or third parties, and Contractor agrees to indemnify and save harmless the Owner, his agents, elected officials and employees, Architect and Architect's Consultants from all such claims including without limiting the SUPPLEMENTARY CONDITIONS - 6 1 r� generality of the foregoing, claims for which the Owner may be, or may be claimed to be, liable and legal fees and disbursements paid or incurred to enforce the provisions of this paragraph. The obligation of the Contractor hereunder extends to any act or omissions caused in whole or part by the Contractor, any subcontractor, anyone directly or indirectly employed by any of them or anyone for whose acts any of them may be liable, regardless of whether or not it is caused in part by a party indemnified hereunder. Such obligation shall not be construed to negate, abridge, or otherwise reduce any other right or obligation of indemnity which would otherwise exist as to any party or person described in this Paragraph 3.18.1. 3.18.2 In any and all claims against the Owner or the Architect or any of their agents, elected officials or employees by any employee of the Contractor, any Subcontractor, anyone directly or indirectly employed by any of them or anyone for whose acts any of them may be liable, the indemnification obligation under this Paragraph 3.18 shall not be limited in any way by any limitation on the amount or type of damages, compensation or benefits by or for the Contractor and any Subcontractor under workers' or workmen's compensation acts, disability benefit acts or other employee benefit acts. 3.18.3 The obligations of the Contractor under this Paragraph 3.18 shall not extend to the liability of the Architect, his agents or employees, arising out of (1) the preparation or approval of maps, drawings, opinions, reports, surveys, change orders, designs or specifications, or (2) the giving of or the failure to give directions or instructions by the Architect, his agents or employees provided such giving or failure to give is the primary cause of the injury or damage. �! 1.17 CLAIMS AND DISPUTES Subparagraph 4.3.2 shall be deleted and replaced with the following: 4.3.2 Claims made prior to Substantial Completion, including those alleging an error or omission by the Architect, shall be referred initially to the Architect for action as provided in Paragraph 4.4. Subparagraph 4.3.4 shall be changed by deleting the words "including arbitration" in the first sentence. Subparagraph 4.3.5 shall be deleted in its entirety. ISUPPLEMENTARY CONDITIONS - 7 1 1. 18 INJURY OR DAMAGE TO PERSONS OR PROPERTY Subparagraph 4.3.9 should be modified by changing the first sentence to read as follows: 4.3.9 If either party to the Contract suffers injury or damage to person or property because of an act of omission of the other party, of any of the other party's employees or agents, or of others whose acts such party is legally liable, written notice of such injury or damage, whether or not insured, shall be given to the other party within a reasonable time. The notice shall provide sufficient detail to enable the -other party to investigate the matter. If a Claim for additional cost or time related to this Claims is to be asserted, it shall be filed as provided in Subparagraphs 4.3.7 or 4.3.8. 1.19 RESOLUTION OF CLAIMS AND DISPUTES Subparagraph 4.4.3 and 4.4.4 shall be deleted in their entirety. 1.20 ARBITRATION Subparagraphs 4.5, Arbitration, shall be deleted in its entirety and be replaced with the following: 4.5.1 All claims, disputes, -and other matters in question between the parties to this agreement, arising out of or relating to this agreement or the breach thereof, may be decided by arbitration in accordance with the construction industry arbitration rules of the American Arbitration Association and then obtaining if the parties mutually agree to said arbitration by separate written instrument duly signed in writing by the County's authorized representative as well as an authorized representative of the Anoka County Attorney's Office. 4.5.2 Unless otherwise agreed to in writing, the Contractor shall carry on the work and maintain its progress during any dispute, and the Owner shall continue to make all other payments to the Contractor in accordance with the Contract Documents except payments that are reasonably related to the matter in dispute. 1.21 AWARDS OF SUBCONTRACTS AND OTHER CONTRACTS FOR PORTIONS OF THE WORK Refer to Subparagraph 6.3 of the Instructions to Bidders for the SUPPLEMENTARY CONDITIONS - 8 t procedure and requirements for the submission of names ofp ersons or entities (including those who are to furnish materials or equipment to a special design) proposed for each of the principle portions of the work. Add the following to Paragraph 5.2: 5.2.5 The Contractor's responsibility to furnish materials, products and equipment in conformance with the requirements of the Contract Document shall not be changed or limited by the Owner's or Architect's lack of reasonable objection to a selected Subcontractor, major material manufacturer or supplier. A 1.22 SUBCONTRACTUAL RELATIONS Subparagraph 5.3.1 shall be deleted and replaced with the following: 5.3.1 By appropriate written agreement, the Contractor shall require each Subcontractor, to the extent of the work to be performed by the Subcontractor, to be bound to the Contractor by terms of the Contract Documents, and to assume toward the Contractor all the obligations and responsibilities which the Contractor, by these Documents, assumes toward the Owner and Architect. Each subcontract agreement shall preserve and protect the rights of the Owner and Architect under the Contract Documents with respect to the work to be performed by the Subcontractor of that subcontracting thereof will not prejudice such rights, and shall allow to the Subcontractor, unless specifically provided otherwise in the subcontract agreement, by the Contract Documents, has against the Owner. Where appropriate, the Contractor shall require each Subcontract to enter into similar agreements with Sub -subcontractors. The Contractor shall make available to each proposed Subcontractor, prior to the execution of the subcontract agreement, copies of the Contract Documents to which the Subcontractor will be bound and, upon written request of the Subcontractor, identify to the Subcontractor terms and conditions of the proposed subcontract agreement which may be at variance with the Contract Documents. Subcontractors shall similarly make copies of applicable portions of such documents available to their respective proprosed Sub -subcontractors. All Contractor, Subcontractor and Sub -subcontractor agreements shall be forwarded to the Owner prior to the commencement of the work. ISUPPLEMENTARY CONDITIONS - 9 1.23 OWNER'S RIGHT TO PERFORM AND TO AWARD SEPARATE CONTRACTS Subparagraph 6.1.1, 6.1.2., 6.1.3 and 6.1.4 shall be deleted in their entirety and replaced with the following: 6.1.1 The Owner reserves the right to perform work related to the Project with his own forces, and to award separate contracts in connection with other portions of the Project or other work on the site under these or similar Conditions of the Contract. If the Contractor claims that such delay or additional cost is involved because of such action by the Owner, he shall make such claims as provided elsewhere in the Contract Documents_. 6.1.2 When separate contracts are awarded for different portions of the Project or other work on the site, the term Contractor in the Contract Documents in each case shall mean the Contractor who executes such separate Owner -Contractor Agreement. 6.1.3 The Owner will provide for work of his own forces contractor with the work shall cooperate therewith 6.2. 1.24 CHANGES IN THE WORK Add the following to Subparagraph 7.3: the coordination of the and of each separate of the Contractor, who as provided in Paragraph 7.3.10 The cost of a change determined under the methods in Clauses 7.3.3.1, 7.3.3.3 and 7.3.3.4 and Subparagraph 7.3.6 shall include all costs directly related to the change, and the Contractor shall itemize these costs and provide appropriate supporting data as may be necessary to establish their correctness. All indirect costs whether incurred on or off site shall be included in the Contractor's overhead. 7.3.11 In the case of work authorized under Clauses 7.3.3.1 and 7.3.3.3 and 7.3.3.4 and Subparagraph 7.3.6, a reasonable allowance for overhead and profit shall be not more than five percent (5%) of the net cost of work accomplished by the Contractor's own forces and five percent (5%) of the cost of work accomplished by Subcontractors. Subcontractors may add an allowance of not more than ten percent of the net cost of the work accomplished by their own forces to cover their overhead and profit. SUPPLEMENTARY CONDITIONS - 10 I 1 1.25 DELAYS AND EXTENSION OF TIME Subparagraph 8.3.2 shall be deleted in its entirety and replaced with the following: 8.3.2 Any claim for extension of time shall be made in writing to the Architect not more than 21 days after the commencement of the delay; otherwise it shall be waived. In the case of a continuing delay only one claim is necessary. The Contractor shall provide an estimate of the probable effect such delay on the progress of the work. An extension of time shall not entitle the Contractor to extra compensation from the Owner. 1.26 APPLICATIONS FOR PAYMENT Subparagraph 9.3.1 shall be deleted in its entirety and replaced with the following: 41 9.3.1 Prior to the end of each given month, the Contractor shall submit to the Architect an itemized Application for Payment for operations completed through the 25th day of that month in accordance with the schedule of values. Such application shall be notarized and supported by such data substantiating the Contractor's right to payment as the Owner or Architect may require, such as copies of requisitions from Subcontractors and material suppliers, and reflecting a five percent ` (50) retainage. Any interest earned on amounts retained by the Owner will not accrue to the benefit of the Contractor. 1.27 LIENS Add the following to Subparagraph 9.3: 9.3.4 The Contractor shall not voluntarily permit any laborers; material men's, mechanics' or other similar liens to be filed or otherwise imposed on any part of the work or the property on which the work has been performed covering work for which the Contractor has been paid. If any laborers', material men's, mechanics' or other similar lien or claim is filed, and if the Contractor does not cause such lien to be released or discharged by payment, bonding, or otherwise, as promptly as possible, the Owner shall have the right to pay all sums, including costs, expenses, and attorney's fees related thereto, necessary to obtain such - release or discharge and to deduct all amounts so paid from any sums due thereafter to the Contractor and his surety shall indemnify and hold the Owner ISUPPLEMENTARY CONDITIONS - 11 and Architect harmless out of such lien or that part of the work covered thereby. 1.28 FAILURE OF PAYMENT Subparagraph 9.7.1 shall be deleted in its entirety and replaced with the following: 9.7.1 If the Architect does not issue a Certificate for Payment, through no fault of the Contractor, within seven (7) days after receipt of the Contractor's Application for Payment, or if the Owner does not pay the Contractor within thirty days after the Owner's receipt of the Certificate of Payment, then the Contractor may, upon thirty additional days' written notice to the Owner and the Architect, stop the work until payment of the amount owing has been received. The Contract Sum shall be increased by the amount of the Contractor's reasonable costs of shut -down, delay and start-up, which shall be effected by appropriate Change Order in accordance with Article 7. 1.29 FINAL COMPLETION AND FINAL PAYMENT Subparagraph 9.10.3 shall be changed by deleting the last sentence therein and replaced with the following sentence: The making of final payment shall not constitute a waiver of any claims by the Owner. 1.30 SAFETY PRECAUTIONS AND PROGRAMS Subparagraph 10.1.2 shall be changed by deleting the last sentence and replacing it with the following: 11 The work in the affected area shall be resumed in the absence of asbestos or polychlorinated biphenyl (PCB), or when it has been rendered harmless, by written agreement of the Owner and Contractor. Subparagraph 10.1.4 shall be deleted in its entirety. 1.31 CONTRACTOR'S LIABILITY INSURANCE Subparagraph 11.1 shall be deleted in its entirety and replaced with the following: 11.1 CONTRACTOR'S INSURANCE - Each Contractor shall at all times during the period in which the agreement is in force provide and maintain insurance and shall require all Subcontractors' at all tiers to provide and maintain insurance of the type „ and in the limits as set forth below. All Subcontractor(s) shall be additional insureds under the Contractor's insurance policy. Such insurance shall be issued by insurance companies SUPPLEMENTARY CONDITIONS - 12 i 1 a w Ll acceptable to the County. The Contractor shall secure the insurance specififed in 11.1.1, 11.1.2 and 11.1.3 below and shall cause all Subcontractors at any tier to do likewise. All insurance secured by contractor, Subcontractor(s) or Sub- subcontractor(s) under the provisions of this paragraph 11.1 shall be in policies issued by insurance companies licensed to operate in the State of Minnesota and acceptable to the County. 11.1.1 Worker's Compensation Insurance with Statutory Limits of the Workers' Compensation Laws of the State of Minnesota and Coverage --B - Employer's liability covering operations of the Contractor and Subcontractors of all tiers performed at the Project Site. This shall include "Other States Insurance" so as to include all states not named on the declaration page of the insurance policy, but excepting monopolistic state fund states. The available limits for Coverage B - Employer's Liability shall not be less than: a. for the Contractor, $1,000,000 each accident, $1,000,000 disease - policy limits, and $1,000,000 disease, each employee, and b. for all tiers of Subcontractors, $1,000,000 each accident, $1,000,0000 disease - policy limits, and $1,000,000 disease, each employee. 11.1.2 Liability Insurance providing coverage not less than that of the standard Commercial General Liability insurance policy ("Occurrence Form") for operations of the Insured, including hazards of operations (including explosion, collapse and underground coverage), elevators, independent contractors, completed operations, for one year after final completion of the Project and acceptance by the County and final payment has been made, with contractual liability coverage and personal injury liability coverage for claims arising out of the work hereunder for personal injury, bodily injury and property damage in policy or policies of insurance such that the total available limits combined shall not be less than: a. for the Contractor, $1,000,000 general aggregate limit and $1,000,000 aggregate products and completed operations, and b. for all tiers of Subcontractors, $1,000,000 SUPPLEMENTARY CONDITIONS - 13 �I subcontractor of any tier shall maintain all insurance required under 11.1.1, 11.1.2.2 and 11.1.2.3 of this section for not less than one year after completion of the contract. 11.1.7 Contractor and all subcontractors shall acknowledge that they are in compliance and responsible for any conditions imposed upon the County by OSHA requirements. 11.1.8 All insurance required b this agreement shall list � Y 9 Anoka County, its elected officials, employees, agents or representatives as an additional insured. �. 11.1.9 Each Contractor shall file with the Owner and Architect the certificate of insurance. Any certificate submitted and found to be incomplete will be returned as unsatisfactory. Certificates of insurance shall contain a clause stating that the coverage afforded by the policies listed will not be canceled or materially altered, except after sixty (60) days advance written notice to the Owner and the Architect mailed to the address indicated herein. 11.1.10 Each Contractor shall secure the following endorsements to each of the above policies: "It is understood and agreed that the insurance company will give not less than sixty (60) days advance written notice of any cancellation or material change under any of these policies to the County." "In the event that such notice is not given to the County at least sixty (60) days prior to cancellation or material change, the policy will continue in full force in effect for the benefit of the County as said change or cancellation had not occurred." 11.1.11 The County does not represent in any way that the insurance specified herein, whether in scope of coverage or limits, is adequate or sufficient to protect the Contractor's business or interests. " 11.1.12 The cost of the premiums for the insurance specified in 11.1 which is to be secured and maintained by the Contractor, Subcontractor and all tiers of Sub -subcontractors shall be considered a part of the cost of the work, and included in the Contractor's bid. SUPPLEMENTARY CONDITIONS - 16 1 r 1 1.35 GOVERNING LAW Subparagraph 13.1 should be changed by adding Paragraph 13.1.2 which provides as follows: Any legal action or proceeding shall be venued in the County where the project is located. 1.36 COMMENCEMENT OF STATUTORY LIMITATIONS Subparagraph 13.7 shall be deleted in its entirety. 1.37 TERMINATION BY THE CONTRACTOR Subparagraph 14.1 shall be changed by deleting "30" in the first sentence and replacing it with 060". Subparagraph 14.1.1.5 shall be deleted in its entirety. 1.38 TERMINATION BY OWNER Subparagraph 14.3 shall be changed by adding the following: 14.3.4 The Owner may terminate the contract with or without cause at any time prior to issuance of a notice to proceed to the Contractor, and the Owner shall have no liability to Contractor of any kind, including, but not limited to, start-up costs, costs for preparation of bids, and/or lost profits. END OF SUPPLEMENTARY CONDITIONS 1 ISUPPLEMENTARY CONDITIONS - 19 f 1.32 OWNER'S LIABILITY INSURANCE Subparagraph 11.2 shall be deleted in its entirety as the Owner is self-insured. 1.33 PROPERTY INSURANCE Subparagraph 11.3 should be deleted in its entirety and replaced with the following: 11.3.1 The Owner shall purchase and maintain property insurance upon the entire work at the site. The insurance shall be written in an amount of not less than the total of the contract sums of all separate contractors. 11.3.2 The insurance required by Subparagraph 11.3 shall be written on a Builders' risk completed value basis form and shall provide Multiple peril r coverage. 11.3.3 The policy may contain a deductible of not more than $5,000 which applies to each loss. 11.3.4 If payments are to be made for materials of equipment stored off the site or in transit pursuant to Subparagraph 9.3.2, and such materials or equipment are not covered by the property insurance obtained pursuant to this Paragraph 11.3, the Contractor shall effect and maintain similar property insurance on such materials and equipment. 11.3.5 Each separate contractor shall be responsible for any deductible which applies to loss of his work. Where a single deductible applies to loss of the work of several separate contractors, the cost of the deductible shall be prorated among the separate contractor according to the proportionate loss of each contractor. I SUPPLEMENTARY CONDITIONS - 17 11.3.6 An insured loss shall be adjusted with the named insured and payable to the named insureds, as their interests may appear. 11.3.7 The poli shall be endorsed to permit policy pe t occupancy of the premises by the Owner. 11.3.8 The policy shall be endorsed to provide that the insurance company shall give the Owner, Architect, Contractors and other named insureds thirty days prior to written notice of cancellation, non- renewal or material change in the policy. 11.3.9 If the Contractor requests in writing that I SUPPLEMENTARY CONDITIONS - 17 1 insurance for risks other than those described in Subparagraph 11.3.2 or other special hazards be included in the property insurance policy, the Owner may, at its discretion, if possible, include such insurance, and the cost thereof shall be charged to the Contractor by Change Order. 11.3.10 The Owner shall file a copy of the property insurance policy required by this Paragraph with the Contractor prior to the Contractor's commencing work. The Contractor shall not commence the work until he has received the copy. The Owner shall also file Memorandum of Insurance with the Architect and each additional named insured. 11.3.11 If the Owner does not intend to purchase the 12.2.6 property insurance required by this Paragraph, he be changed by shall inform. the Architect and Contractor in "one" writing prior to commencement of the work. The found in the Contractor may then effect insurance which will ' protect the interest of himself, his Subcontractors it with the word "two". and Sub -subcontractors in the work and by appropriate Change Order, the cost thereof shall be charged to the Owner. If the Contractor is damaged by failure of the Owner to purchase or maintain such insurance and so to notify the Contractor, then the Owner shall bear all reasonable costs properly attributable thereto. 11.3.13 Property insurance shall be continuous, and the property insurance required by this Paragraph shall not be permitted to lapse until the Owner has purchased permanent property insurance on the Project. 11.3.14 Boiler and Machinery Insurance. The Owner shall purchase and maintain such boiler and machinery insurance as may be required by the Contract Documents or by law. This insurance shall include the interest of the Onwer and the Contractor, Subcontractors and Sub -subcontractors in the work. The waiver of the subrogation specified in Subparagraph 11.3.16 above shall also apply to damages covered by this insurance. 1.34 CORRECTION OF WORK Subparagraph 12.2.2 should be changed by deleting the word "one" found in the first and second sentence and replace it with the r word "two". Subparagraph 12.2.6 should be changed by deleting the word "one" found in the second sentence and replacing it with the word "two". SUPPLEMENTARY CONDITIONS - 18 1 1 1 1 1 1 1 SECTION 01005 ADMINISTRATIVE PROVISIONS PART I GENERAL 1.01 REQUIREMENTS INCLUDED A. Type of Work, and Type of Contract. B. Contractor Use of Premises. C. Owner Occupancy. D. Owner Supplied Material and Equipment. E. Work performed by Owner. F. Applications for Payment. G. Coordination. H. Reference Standards. 1.02 WORK COVERED BY CONTRACT DOCUMENTS A. Work of this Contract comprises of the renovation of a one 4 unit apartment building known as "City View" located at 380 - 57th Place N.E., Fridley, MN for Anoka County Community Action Program, Inc. B. The renovation work is outlined as follows: 1.03 CONTRACT METHOD A. Construct the Work under a single lump sum contract. B. Items noted "NIC" (Not In Contract), will be furnished and installed by Owner. 1.04 CONSTRUCTION SCHEDULE A. Construction start will commence no later than June 1, 1995. B. Construction completion is anticipated to finish on or before August 31, 1995. C. Contractor shall submit project schedule prior to 01005 - 1 commencement of work. 1.05 CONTRACTOR USE OF PREMISES A. Limit use of premises for Work and for construction operations shall be limited to the vacant units only. B. A minimum of two vacant units will be available for renovation work at any time. C. Coordinate use of premises under direction of Owner. 1.06 OWNER OCCUPANCY A. Residents will occupy premises during entire period of construction. Units will be made available to contractors for the work on a per unit basis. Cooperate with Owner to minimize conflict. Residents will not be occupying units at time contractor is performing the work. 1.07 OWNER SUPPLIED MATERIAL AND EQUIPMENT A. Owner will furnish construction materials and equipment. B. The Owner will furnish the following equipment: 1. Refrigerators. 2. Gas range/oven. 3. Range exhaust hoods. 1.08 WORK PERFORMED BY OWNER A. Owner will perform work, or contract with separate contractors for certain sections of the work as follows: 1. Section 02218 - Landscape Grading 2. Section 02936 - Seeding 3. Section 02950 - Plants 4. Section 09650 - Resilient Flooring 5. Section 09688 - Carpet 6. Section 09900 - Painting 7. Section 11450 - Residential Equipment 1.09 APPLICATIONS FOR PAYMENT A. Submit three copies of each application under procedures of Section 01300 on AIA G702 - Application for Certificate for Payment. B. Content and Format: That specified for Schedule of Values 01005 - 2 1 1 1 1 1 1 rI L_7 r 1 1 1 1 1 in Section 01300. 1.10 COORDINATION A. Coordinate work to assure efficient and orderly sequence of installation of construction elements. B. Executive cutting and patching to integrate elements of Work, uncover ill-timed, defective and non -conforming work, provide openings for penetrations of existing surfaces, and provide samples for testing. 1.11 REFERENCE STANDARD A. For products specified by association or trade standards, comply with requirements of the standard, except when more rigid requirements are specified or are required by applicable codes. B. The date of the standard is that in effect as of the Bid date, except when a specific date is specified. PART 2 PRODUCTS Not Used PART 3 EXECUTION Not Used END OF SECTION 01005 - 3 SECTION 01300 SUBMITTALS PART I GENERAL 1.01 SECTION INCLUDES A. Submittal procedures. ' B. Construction progress schedules. C. Shop drawings. D. Product data. E. Samples. 1.02 SUBMITTAL PROCEDURES A. Transmit each submittal with Architect/Engineer accepted form. B. Schedule submittals to expedite the Project, and deliver to Architect at business address. Coordinate submission of related items. C. Identify variations from Contract Documents and Product or system limitations which may be detrimental to successful performance of the completed Work. D. Provide space for Contractor and Architect review stamps. E. Revise and resubmit submittals as required, identify all changes made since previous submittal. F. Distribute copies of reviewed submittals to concerned parties. Instruct parties to promptly report any inability to comply with provisions. 1.03 CONSTRUCTION PROGRESS SCHEDULES A. Submit initial progress schedule in duplicate within 15 days after date of Owner -Contractor agreement for Architect review. B. Show complete sequence of construction by activity, identifying Work of separate stages and other logically grouped activities. 01300-1 01300-2 1.04 SHOP DRAWINGS A. Submit the number of opaque reproductions which ' Contractor requires, plus two copies which will be retained by Architect. B. After review, reproduce and distribute in accordance with Article on Procedures above and for Record Documents described in Section 01700 - Contract Closeout. 1.05 PRODUCT DATA A. Submit the number of copies which the Contractor requires, plus two copies which will be -retained by the Architect. B. Mark each copy to identify applicable products, models, options, and other data. Supplement manufacturers' standard data to provide information unique to this Project. C. After review, distribute in accordance with Article on Procedures above and provide copies for Record Documents described in Section 01700 - Contract Closeout. 1.06 SAMPLES A. Submit samples of finishes from the full range of manufacturers' standard colors, textures and patterns for Architect's selection. B. Submit the number of samples specified in individual specification Sections; one of which will be retained by Architect. PART 2 PRODUCTS Not Used PART 3 EXECUTION Not Used END OF SECTION 01300-2 t ISECTION 01400 QIIALITY CONTROL PART I GENERAL 1.01 SECTION INCLUDES A. Quality assurance and control of installation. B. References. 1.02 RELATED SECTIONS A. Section 01300 - Submittals: Submission of Manufacturers' Instructions and Certificates. B. Section 01600 - Material and Equipment: Requirements for material and product quality. 1.03 QIIALITY ASSURANCE/CONTROL OF INSTALLATION A. Monitor quality control over suppliers, manufacturers, Products, services, site conditions, and workmanship, to produce Work of specified quality. B. Comply fully with manufacturers' instructions, including each step in sequence. C. Should manufacturers' instructions conflict with Contract Documents, request clarification from Architect before proceeding. D. Comply with specified standards as a minimum quality for the Work except when more stringent tolerances, codes, or specified requirements indicate higher standards or more precise workmanship. E. Perform work by persons qualified to produce workmanship of specified quality. F. Secure Products in place with positive anchorage devices designed and sized to withstand stresses, vibration, physical distortion or disfigurement. 1.04 REFERENCES A. Conform to reference standards by date of issue current on date of Contract Documents. B. Should specified reference standards conflict with Contract Documents, request clarification for Architect before proceeding. 01400-1 PART 2 PRODUCTS Not Used PART 3 EXECUTION Not Used END OF SECTION 01400-2 f r SECTION 01500 ' CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS IPART I GENERAL 1.01 SECTION INCLUDES A. Temporary Utilities: Electricity, lighting, telephone service, water, and sanitary facilities. B. Temporary Controls: Barriers and protection of the work. C. Construction Facilities: Progress cleaning. 1.02 RELATED SECTIONS A. Section 01700 - Contract Closeout: Final Cleaning. 1.03 TEMPORARY ELECTRICITY 01500-1 A. Connect to existing power service. Power consumption ' shall not disrupt Owner's need for continuous service. B. Provide power outlets for construction operations, with branch wiring and distribution boxes. Provide flexible power cords as required. C. Convenience receptacles may be utilized during construction. 1.04 TEMPORARY LIGHTING A. Provide and maintain lighting for construction operations to achieve a minimum lighting level of 2 watt/sq. ft. B. Permanent building lighting may be utilized during construction. 1.05 TELEPHONE SERVICE A. Provide, maintain and pay for paging service to field personnel at time of project mobilization. 1.06 TEMPORARY SANITARY FACILITIES A. The owner shall provide and maintain required sanitary facilities. Existing facilities shall not be used. 01500-1 1.07 BARRIERS A. Provide barriers to prevent unauthorized entry to construction areas and to protect existing facilities and adjacent properties from damage from construction operations. B. Protect non -owned vehicular traffic, stored materials, site and structures from damage. 1.08 EXTERIOR ENCLOSURES A. Provide temporary weather -tight closure of exterior openings to accommodate acceptable working conditions and protection for Products, and to prevent entry of unauthorized persons. 1.09 PROTECTION OF INSTALLED WORK A. Protect installed Work and provide special protection where specified in individual specification Sections. B. Prohibit traffic from landscaped areas. 1.10 PARKING A. Construction personnel shall not park in tenant parking spaces. 1.11 PROGRESS CLEANING A. Maintain areas free of waste materials, debris, and rubbish. Maintain site in a clean and orderly condition. B. Owner will provide 10' construction dumpster for removal of waste materials, debris and rubbish from site. PART 2 PRODUCTS Not Used PART 3 EXECUTION Not Used END OF SECTION 01500-2 r 1 01600-1 SECTION 01600 MATERIAL AND EQUIPMENT PART I GENERAL 1.01 SECTION INCLUDES A. Products. ' B. Transportation and handling. C. Storage and protection. D. Product options. 1.02 PRODUCTS A. Products: Means new material, machinery, components, equipment, fixtures, and systems forming the Work. Does not include machinery and equipment used for preparation, fabrication, conveying and erection of the Work. Products may also include existing materials or components required for reuse. B. Do not use materials and equipment removed from existing premises, except as specifically permitted by the Contract Documents. 1.03 TRANSPORTATION AND HANDLING A. Transport and handle Products in accordance with manufacturer's instructions. B. Promptly inspect shipments to assure that Products comply with requirements, quantities are correct, and Products are undamaged. C. Provide equipment and personnel to handle Products by methods to prevent soiling, disfigurement, or damage. 1.04 STORAGE AND PROTECTION A. Store and protect Products in accordance with manufacturer's instructions, with seals and labels intact and legible. Store sensitive Products in weather -tight, climate controlled enclosures. B. For exterior storage of fabricated Products, place on sloped supports, above ground. C. Cover products subject to deterioration with impervious sheet covering. Provide ventilation to avoid condensation. 1 01600-1 D. Provide equipment and personnel to store Products by methods to prevent soiling, disfigurement, or damage. E. Arrange storage of Products to permit access for inspection. Periodically inspect to assure Products are undamaged and are maintained under specified conditions. 1.05 PRODUCT OPTIONS A. Products Specified by Reference Standards or by Description Only: Any Product meeting those standards or description. B. Product Specified by Naming One or More Manufacturers: Products of manufacturers named and meeting specifications, no options or substitutions allowed. C. Products Specified by Naming One or More Manufacturers with a Provision for Substitutions: Submit a request for substitution for any manufacturer not named. PART 2 PRODUCTS Not Used PART 3 EXECUTION Not Used END OF SECTION 01600-2 iSECTION 01700 CONTRACT CLOSEOUT PART I GENERAL 1.01 SECTION INCLUDES A. Closeout Procedures. B. Final Cleaning. C. Adjusting. D. Project Record Documents. E. Warranties. 1.02 CLOSEOUT PROCEDURES A. Submit written certification that Contract Documents have been reviewed, Work has been inspected, and that Work is complete in accordance with Contract Documents and ready for Architect's inspection. B. Submit final Application for Payment identifying total adjusted Contract Sum, previous payments and sum remaining due. 1.03 FINAL CLEANING A. Execute final cleaning prior to final inspection. B. Clean interior and exterior glass and surfaces exposed to view; remove temporary labels, stains and foreign substances and vacuum carpeted. C. Clean kitchen cabinets, both interior and exposed surface with a mild clean solution; clean kitchen appliances, and remove temporary labels. D. Vacuum all carpet floors and mop clean all resilient and ceramic tile floors. E. Clean all light fixtures, both new and existing. F. Clean all plumbing fixtures, both new and existing. G. Clean all wood doors and wood trim (running and casing). H. Clean debris from roofs, downspouts and drainage systems. I. Clean site; sweep paved areas, rake clean landscaped 01700-1 0 W NOR E. F. surfaces. Remove waste and surplus materials, construction equipment from the site. ADJUSTING Adjust operating Products unhindered operation. PROJECT RECORD DOCUMENTS 1 rubbish and I to ensure smooth and I 1 Maintain on site, one set of the following record documents; record actual revisions to the Work: 1. Contract Drawings. 2. Specifications. 3. Addenda. 4. Change Orders and other Modifications to the Contract. 5. Reviewed shop drawings, product data and samples. Store Record Documents separate from documents used for construction. Record information concurrent with construction progress. Specifications: Legibly mark and record at each Product section description of actual Products installed, including the following: 1. Manufacturer's name and product model and number. 2. Product substitutions or alternates utilized. 3. Changes made by Addenda and Modifications. Record Documents and Shop Drawings: Legibly mark each item to record actual construction including: 1. Measured depths of foundations in relation to finish main floor datum. 2. Measured horizontal and vertical locations of underground utilities and appurtenances, referenced to permanent surface improvements. 3. Measured locations of internal utilities and appurtenances concealed in construction, referenced to visible and accessible feature of the Work. 4. Field changes of dimension and detail. 5. Details not on original Contract Drawings. Submit documents to Architect with claim for final Application for Payment. 01700-2 1.06 WARRANTIES A. Provide notarized copies. B. Execute and assemble documents from Subcontractors, suppliers and manufacturers. C. Submit prior to final Application for Payment. IPART 2 PRODUCTS Not Used PART 3 EXECUTION Not Used END OF SECTION �I fl ll L�' u 01700-3 ISECTION 02072 MINOR DEMOLITION FOR REMODELING PART I GENERAL 1.01 SECTION INCLUDES A. Removal of designated building equipment and fixtures. iB. Removal of designated construction. C. Identification of utilities. 1.02 REGULATORY REQUIREMENTS A. Conform to applicable code for demolition work, safety of structure and dust control. B. Obtain required permits from authorities. C. Do not close or obstruct egress width to exits. D. Conform to procedures applicable when discovering hazardous or contaminated materials. 1.03 SCHEDULING A. Schedule Work to coincide with new construction. B. Perform work between the hours of 8 a.m. and 5 p.m. C. Describe demolition removal procedures and schedule. PART 2 PRODUCTS Not Used PART 3 EXECUTION 3.01 PREPARATION A. Erect and maintain temporary partitions to prevent spread of dust, odors and noise to permit continued tenant occupancy within adjacent apartment units. B. Protect existing materials which are not to be demolished. 3.02 DEMOLITION REQUIREMENTS A. Conduct demolition to minimize interference with 02072-1 caajauenu ana occupiea Duilaing areas. B. Cease operations immediately if structure appears to be in danger. Notify Architect. Do not resume operations until directed. C. Maintain protected egress and access to the Work. 3.03 DEMOLITION A. Demolish in an orderly and careful manner. Protect existing supporting structural members and material to remain. B. Except where noted otherwise, remove demolished materials to owner furnished dumpster. Do not burn or bury materials on site. C. Upon completion of work, leave areas in clean condition. D. Remove temporary Work. END OF SECTION 02072-2 SECTION 02218 LANDSCAPE GRADING PART I GENERAL 1.01 WORK INCLUDED A. Work in this Section to be performed by Owner. B. Finish grade subsoil and proof roll. C. Place, level, and compact topsoil. PROTECTION 1.02 A. Protect landscaping and other features remaining as final work. B. Protect structures, roads, sidewalks, paving, and curbs. PART 2 PRODUCTS 2.01 MATERIALS A. Topsoil: Imported, friable loam; free of subsoil, roots, grass, excessive amount of weeds, stone, and foreign matter; acidity range (pH) of 5.5 to 7.5; containing a minimum of 4 percent and a maximum of 25 percent organic matter. PART 3 EXECUTION ' 3.01 INSPECTION A. Verify site conditions and note irregularities affecting work of this Section. B. Beginning work of this Section means acceptance of existing conditions. 3.02 SUBSOIL PREPARATION A. Eliminate uneven areas and low spots. Remove debris, roots, branches, stones in excess of 1/2 inch in size. Remove subsoil contaminated with petroleum products. B. Scarify subgrade to depth of three inches where topsoil is scheduled. Scarify in areas where equipment used for 02218 - 1 hauling and spreading topsoil has compacted subsoil. 3.03 PLACING TOPSOIL A. Place topsoil in areas where seeding and planting areas. B. Use topsoil in relatively dry state. Place during dry weather. C. Fine grade topsoil eliminating rough or low areas. Maintain levels, profiles, and contours of subgrade. D. Remove stone, roots, grass, weeds, debris, and foreign material while spreading. E. Manually spread topsoil around trees, plants, and building to prevent damage. F. Roll placed topsoil. G. Remove surplus subsoil and topsoil from site. H. Leave stockpile area and site clean and raked, ready to receive landscaping. 3.04 TOLERANCES A. Top of Topsoil: Plus or minus 1/2 inch. 3.05 SCHEDULE OF LOCATIONS A. The following paragraphs identify compacted topsoil thicknesses for various locations. B. Seeded Grass: 6 inches. C. Shrub Beds: 18 inches. END OF SECTION 02218 - 2 SECTION 02936 SEEDING PART I GENERAL IPART 2 PRODUCTS 2.01 SEED MIXTURE A. Seed Mixture: 1. Kentucky Blue Grass: 35 percent. 2. Creeping Red Fescue Grass: 40 percent. 3. Park Kentucky Blue Grass: 15 percent 4. Perennial Rye: 10 Percent. 2.02 ACCESSORIES A. Mulching Material: Oat or wheat straw, free from weeds, foreign matter detrimental to plant life, and dry. Hay or chopped cornstalks not acceptable. B. Water: Clean, fresh and free of substances or matter 02936 - 1 1.01 WORK INCLUDED fA. Work in this Section to be performed by Owner. B. Seeding. C. Mulching. 1.02 QUALITY ASSURANCE A. Provide seed mixture in containers showing percentage of seed mix, year of production, net weight, date of packaging, and location of packaging. 1.03 DELIVERY, STORAGE, AND HANDLING A. Deliver products to site under provisions of Section 01600. B. Store and protect products under provisions of Section 01600. C. Deliver grass seed mixture in sealed containers. Seed in damaged packaging is not acceptable. IPART 2 PRODUCTS 2.01 SEED MIXTURE A. Seed Mixture: 1. Kentucky Blue Grass: 35 percent. 2. Creeping Red Fescue Grass: 40 percent. 3. Park Kentucky Blue Grass: 15 percent 4. Perennial Rye: 10 Percent. 2.02 ACCESSORIES A. Mulching Material: Oat or wheat straw, free from weeds, foreign matter detrimental to plant life, and dry. Hay or chopped cornstalks not acceptable. B. Water: Clean, fresh and free of substances or matter 02936 - 1 which could inhibit vigorous growth of grass. PART 3 EXECUTION 3.01 INSPECTION A. Verify that prepared soil base is ready to receive the work of this Section. B. Beginning of installation means acceptance of existing site conditions. 3.02 SEEDING A. Apply seed at a rate of 4 lbs per 1000 sq ft evenly in two intersecting directions. Rake in lightly. Do not seed area in excess of that which can be mulched on same day. B. Do not sow immediately following rain, when ground is too dry, or during windy periods. C. Immediately following seeding, apply mulch to a thickness of 1/8 inch. Maintain clear of shrubs and trees. D. Apply water with a fine spray immediately after each area has been mulched. Saturate to 4 inches of soil. 3.03 SEED PROTECTION A. Identify seeded areas with stakes and string around area periphery. END OF SECTION 02936 - 2 i SECTION 02950 PLANTS PART I GENERAL, 1.01 SECTION INCLUDES A. Work in this Section to be performed by Owner. B. Plants. C. Mulch and fertilizer. 1.02 QUALITY ASSURANCE A. Nursery: Company specializing in growing and cultivating the plants specified in this Section with minimum five years experience. 1.03 DELIVERY, STORAGE, AND HANDLING A. Deliver products to site under provisions of Section 01600. B. Store and protect products under provisions of Section 01600. C. Deliver fertilizer in waterproof bags showing weight, chemical analysis and name of manufacturer. D. Protect plants until planted. E. Deliver plant life materials immediately prior to placement. Keep plants moist. 1.04 ENVIRONMENTAL REQUIREMENTS A. Do not install plant life when ambient temperatures may drop below 35 degrees F or above 90 degrees F. B. Do not install plants when wind velocity exceeds 30 mph. PART 2 PRODUCTS 2.01 PLANTS A. Plants: Species and size identifiable in plant schedule, grown in climatic conditions similar to those in locality of the Work. 02950 - 1 2.02 MULCH MATERIALS 1 02950 - 2 A. Mulching Material: Shredded cedar wood, free of growth or germination inhibiting ingredients. 2.03 ACCESSORIES A. Weed Barrier: 6 mil thick, black water permeable polyolefin fabric. B. Flexible Edging: Polyethylene plastic with a 4 inch flange and a 1 inch diameter top section. Provide complete with stakes, connector plugs and molded corner pieces. PART 3 EXECUTION 3.01 EXAMINATION A. Verify that prepared subsoil is ready to receive the work of this Section. B. Beginning of installation means acceptance of existing site conditions. 3.02 PLANTING A. Place plants for best appearance. B. Set plants vertical. C. Remove non -biodegradable root containers. D. Set plants in pits or beds, partly filled with prepared topsoil mixture. Loosen burlap, ropes, and wires from the root ball. E. Saturate soil with water when the pit or bed is half full of topsoil and again when full. 3.03 INSTALLATION OF ACCESSORIES A. Place mulch where indicated on Drawings. B. Install flexible edging at perimeter of mulch areas, including where mulch is bordered by sidewalk or curb. C. Place weed barrier on top of sub -soil prior to placing mulch. 02950 - 2 D. Place mulch at a minimum of 3 inches in depth. E. Place mulch around perimeter of trees and shrubs. END OF SECTION 1 ll 1 1 02950 - 3 03001 - 1 SECTION 03001 CONCRETE PART I GENERAL 1.01 WORK INCLUDED A. Concrete reinforcement and accessories. B. Cast -in-place concrete. PART 2 PRODUCTS 2.01 FORM MATERIALS A. Conform to ACI 301. B. Lumber: Douglas Fir species; construction grade; with grade stamp clearly visible. 2.02 REINFORCING STEEL A. Reinforcing Steel: ASTM A615, 60 ksi yield grade billet steel deformed bars; uncoated finish. B. Welded Steel Wire Fabric: Plain type, ANSI/ASTM A185; in coiled rolls; uncoated finish. 2.03 CONCRETE MATERIALS A. Cement: ASTM C150, normal.- Type 1 Portland, grey color. B. Fine and Coarse Aggregates: ASTM C33. C. Water: Clean and. not detrimental to concrete. D. Curing Compound. Acrylic base curing and sealing compound; ASTM C309 containing a minimum of 18% solids. B -W Crete seal by Brock -White or comparable product. 2.04 ADMIXTURES A. Air Entrainment Admixture: ASTM C260. 2.05 CURING MATERIALS A. Water: Clean and drinkable. B. Membrane Curing and Sealing Compound: ASTM C309, acrylic base containing a minimum of 18% solids. 03001 - 1 03001 - 2 C. Polyethylene Film: ASTM D2103, 6 mil thick, clear color. 2.06 CONCRETE MIX A. Mix concrete in accordance with ASTM C94. B. Concrete Exposed to Weather: 1. Compressive Strength (28 days): 4000 psi 2. Slump: 3 inch C. Add 6% plus/minus 1% air entraining agent to mix for concrete exposed to freeze-thaw cycling. PART 3 EXECUTION 3.01 FORMWORK ERECTION A. Verify lines, levels, and measurement before proceeding with formwork. B. Hand trim sides and bottom of earth forms; remove loose dirt. 3.02 REINFORCEMENT A. Place, support, and secure reinforcement against displacement. 3.03 CONCRETE CURING A. Protect freshly deposited concrete from premature drying and excessively hot or cold temperatures. B. Apply acrylic curing and sealing compouond in strict accordance with manufacturer's instructions to the following areas: 1. All concrete both covered and exposed. 2. Apply second coat to garage floor. 3.04 SCHEDULE OF CONCRETE FINISHES A. Broom finish at exterior sidewalks and paving areas. B. Steel trowel finish garage floor. END OF SECTION 03001 - 2 1 E. Bolts, Nuts, Washers, Lags, Pins, and Screws: Medium carbon steel; sized to suit application galvanized for exterior locations, high humidity locations and treated wood; plain finish for other interior locations. F. Fasteners: Toggle bolt type for anchorage to hollow masonry. Expansion shield and lag bolt type for anchorage to solid masonry or concrete. Bolts or power 1 - 06001 - 1 SECTION 06001 CARPENTRY WORK PART I GENERAL 1.01 WORK INCLUDED A. Rough framing required for window and door replacement. B. Wood blocking associated with fascia and soffit work as indicated on Drawings. C. Wood blocking involved with bathroom renovation. D. Rough framing, sheathing and trim for new garage. E. Installation of window and door casing. F. Carpentry work for trash enclosure. ' PART 2 PRODUCTS 2.01 ROUGH CARPENTRY MATERIALS A. Framing Lumber: PS 20; graded in accordance with established Grading rules; maximum moisture content of 19 percent; of following species and grades: i1. Structural Light Framing: Stress group B; construction grade. B. Wood Boards: Rough sawn finish (SIS2E), Western Red Cedar, air -seasoned No. 3, sound tight knots in accordance with WWPA. C. Plywood Sheathing: APA plywood touch -sanded C -D plugged, Group 2, exposure 1; 1/2 inch thick unless otherwise noted. D. Nails, Spikes and Staples: Galvanized for exterior locations, high humidity locations and treated wood; plain finish for other interior locations; size and type to suit application. E. Bolts, Nuts, Washers, Lags, Pins, and Screws: Medium carbon steel; sized to suit application galvanized for exterior locations, high humidity locations and treated wood; plain finish for other interior locations. F. Fasteners: Toggle bolt type for anchorage to hollow masonry. Expansion shield and lag bolt type for anchorage to solid masonry or concrete. Bolts or power 1 - 06001 - 1 2.02 A. B. C. 2.03 A. B. C. 2.04 A. B. 2.05 A. M -P PART 3 3.01 A. --- u�� Jrygy$a �� . •.n tit''S�� EXECUTION I FRAMING, SHEATHING, FURRING AND STRIPPING Erect wood framing, furring, stripping, and nailing members true to lines and levels. Do not deviate from true alignment more than 1/4 inch. 06001 - 2 1 activated type for anchorage to steel. FINISH CARPENTRY MATERIALS Running Trim and Casings: Red oak; maximum moisture content of 6% for interior work; style to match existing trim; to receive opaque finish. Window and Door Casing: Red oak; maximum moisture content of 6% for interior work; style to match existing trim; to receive opaque finish (finish not in contract.) Nails: Size and type to suit application. ACCESSORIES Steel Gate Posts: Schedule weight, schedule 40; black finish. Steel Gate Framing: Steel tubing; ASTM A500 grade B. Gate Latch: Galvanized steel; heavy duty; capable of padlocking. WOOD TREATMENT Wood Preservative: Awpa treatment C2 using water borne preservative with 0.30 percent retainage. Provided treated wood where in contact with concrete, stucco or exposed. PREFABRICATED WOOD TRUSSES Roof Trusses: Factory prefabricated roof trusses to conform to the size and profile indicated on Drawings. 1. Provide design calculation. 2. Submit copy of approved truss shop drawings to City Building Inspector. 3. Truss shop drawings shall be signed by a professional engineer. Supply complete with all required bridging specified by the manufacturer's shop drawings. EXECUTION I FRAMING, SHEATHING, FURRING AND STRIPPING Erect wood framing, furring, stripping, and nailing members true to lines and levels. Do not deviate from true alignment more than 1/4 inch. 06001 - 2 1 B. Space members at 16 inches on Center. C. Construct members of continuous pieces of longest possible length. ' D. Where sill plates occur on top of masonry foundations, set plates in sill sealer. E. 2 x 6 openings in bearing walls 3'-4" maximum span. F. Top plates: 1. Double top plates at bearing walls and partitions. 2. Single top plates will be allowed at non-bearing partitions, unless detailed otherwise. 3. Staggered joints in top plates so a continuous tie is formed and provide joints only over studs. END OF SECTION 06001 - 3 G. Roof Sheathing: Install roof sheathing with face grain ' perpendicular to roof trusses. End joints shall occur over trusses. Stagger end joints between adjacent ' panels. Leave a 1/8" wide space between panel edges and a 1/16" wide space between panel ends. Nail with 6d common, ring -shank, or spiral -thread nails spaced 6" o.c. at panel edges, and 12" o.c. at intermediate supports. 1. Provide metal "H" clips, 241, o.c. at all joints perpendicular to framing members (plywood sheathing only). 2. Clarification: Pneumatic nailing is acceptable. 3.02 INSTALLATION OF FINISH CARPENTRY ITEMS A. Set and secure finish carpentry items in place rigid, plumb and square. B. Use threaded steel concealed joint fasteners to align and secure counter tops. C. When necessary to cut and fit on site, make material with ample allowance for cutting. Provide trim for scribing and site cutting. END OF SECTION 06001 - 3 SECTION 07217 BLOWN INSIILATION PART I GENERAL ' 1.01 SECTION INCLUDES A. Installation of ventilation baffles. B. Augment existing attic insulation to achieve a total R value of 38.5. PART 2 PRODUCTS ' 2.01 MATERIALS A. Fiber Fill Insulation: Fiber glass or treated cellulose fiber type, bulk for pneumatic placement. B. Ventilation Baffles: Treated fiberboard, corrugated ' cardboard, or molded expanded polystrene type. PART 3 EXECUTION 3.01 EXAMINATION A. Verify total R -value of existing attic insulation. B. Verify that substrate, adjacent materials, and insulation are dry and ready to receive insulation. 3.02 INSTALLATION OF FINISH CARPENTRY ITEMS A. Install insulation and ventilation baffle in accordance with manufacturer's instructions. B. Pneumatically place insulation tight in rafter spaces. C. Place insulation against baffles. Do not impede natural attic ventilation to soffit. D. Place tight to and behind mechanical and electrical services within the plane of insulation. E. Completely fill intended spaces. Leave no gaps or voids. 3.03 CLEANING A. Remove loose insulation residue. 07217 - 1 3.04 SCHEDULES A. Existing Exterior Walls: Pneumatically placed into wall stud spaces through port holes at exterior facia board. B. Attic Spaces: Pour insulation between ceiling joists to augment existing attic insulation to achieve an R value of 38.5. END OF SECTION 07217 - 2 R 1 SECTION 07311 ASPHALT SHINGLES PART I GENERAL 1.01 WORK. INCLUDED A. Removal of existing asphalt shingle roofing, including underlayment and nails. ' B. Asphalt single roofing, with moisture shedding underlayment, eave, valley, and ridge protection, and associated protective flashings. ' 1.02 SUBMITTALS ' A. Submit product data under provisions of Section 01300. PART 2 PRODUCTS 2.01 ACCEPTABLE ASPHALT SINGLES MANUFACTURERS A. Celotex Corporation. B. Georgia-Pacific. ' C. Manville Corporation. D. Owens-Corning Fiberglas. 2.02 ROOFING MATERIALS ' A. Asphalt Shingles: Twenty-five year life expectancy; glass fiber mat base, mineral granule surfaced type; 235 lb/square; self-sealing type; square three tab; color selected by Architect. B. Roll Roofing: Asphalt saturated roofing felt; 50 lb/square surfaced on weather side with granulated mineral material of color same as shingles. C. Membrane Eave Protection Flashing: Cold applied self - adhering membrane; 36 inch wide; 0.004 inch thick; high strength polyethylene film; coated one side with a thick layer of adhesive -consistency rubberized asphalt. Ice and Water Shield manufactured by W.R. Grace & Co. or comparable products of other manufacturer. ' 07311 - 1 i 1 SECTION 07311 ASPHALT SHINGLES PART I GENERAL 1.01 WORK. INCLUDED A. Removal of existing asphalt shingle roofing, including underlayment and nails. ' B. Asphalt single roofing, with moisture shedding underlayment, eave, valley, and ridge protection, and associated protective flashings. ' 1.02 SUBMITTALS ' A. Submit product data under provisions of Section 01300. PART 2 PRODUCTS 2.01 ACCEPTABLE ASPHALT SINGLES MANUFACTURERS A. Celotex Corporation. B. Georgia-Pacific. ' C. Manville Corporation. D. Owens-Corning Fiberglas. 2.02 ROOFING MATERIALS ' A. Asphalt Shingles: Twenty-five year life expectancy; glass fiber mat base, mineral granule surfaced type; 235 lb/square; self-sealing type; square three tab; color selected by Architect. B. Roll Roofing: Asphalt saturated roofing felt; 50 lb/square surfaced on weather side with granulated mineral material of color same as shingles. C. Membrane Eave Protection Flashing: Cold applied self - adhering membrane; 36 inch wide; 0.004 inch thick; high strength polyethylene film; coated one side with a thick layer of adhesive -consistency rubberized asphalt. Ice and Water Shield manufactured by W.R. Grace & Co. or comparable products of other manufacturer. ' 07311 - 1 iI' FJ D. Underlayment: No. 15 unperforated asphalt saturated felts. ' E. Nails: Standard round wire shingle type of hot -dipped zinc -coated steel; minimum 13/64 inch head diameter and 0.080 inch shank diameter; of sufficient length to ' penetrate through roof sheathing. F. Plastic Cement: Cutback asphaltic type with mineral ' fiber components, as recommended for sealing and coating flashings in buildings; free of toxic solvents; capable of setting within 24 hours at temperatures of approximately 75 degrees F. , G. Lap Cement: Fibrated cutback asphaltic type, as recommended for use as an adhesive in the cold application of asphalt roofing or underlayment; free of toxic solvents. ACCESSORIES 2.03 ROOFING A. Roof Vents: Performed prefinished aluminum roof bents with bug screen. Net free area of 51 square inches minimum. B. Damper Vent: Precoated galvanized steel toilet exhaust , damper vent; hinged damper; bird screen; size to match size of existing damper vent removed. C. Vent Stack Flashing: Galvanized steel; adjustable base , to exact roof pitch; telescoping top sleeve with clamp to accommodate movement; size to accommodate vent pipe diameter. 2.04 FLASHING MATERIALS A. Sheet Flashings: ASTM A361; 26 gage thick steel with minimum 1.25 oz/sq ft galvanized coating. B. Drip Edge: Preformed and precoated aluminum; 0.024 inch thick sheet stock; 3 inch wide by 1 inch high; color to be white. C. Bituminous Paint: Acid and alkali resistant type; black color. D. Nails: Standard round wire roofing type of hot -dipped zinc -coated steel; minimum 19/64 inch head diameter and 0.104 inch shank diameter; of sufficient length to penetrate through roof sheathing. 07311 - 2 2.05 FLASHING FABRICATION ' A. Form flashings to protect roof assembly and shed water. Form sections square, true, and accurate to profile, in maximum possible lengths, free from distortion and other ' defects detrimental to appearance or performance. B. Hem exposed edges of flashings minimum 1/4 inch on underside. C. Apply bituminous paint on concealed surfaces of flashings. PART 3 EXECUTION 3.01 INSTALLATION - GENERAL A. Install asphalt shingle roofing over dry surfaces, free ' be performed of ridges, warps, and voids. B. Coordinate installation of roof mounted components or cost per board foot basis. work projecting through roof. C. Completed installation to provide weathertight service. ' 3.02 REMOVAL OF EXISTING ASPHALT ROOFING A. Remove all existing asphalt roofing including flashings, nails, etc. rate of 250 square B. Inspect existing roof sheathing; notify Architect of feet per gallon minimum and allow to dry. rotted roof sheathing. Do not install new roof until ' B. rotted roof sheathing has been replaced. C. Replacement of roof sheathing shall be performed on a cost per board foot basis. 3.03 EAVE PROTECTION INSTALLATION A. Apply primer to roof sheathing at a rate of 250 square feet per gallon minimum and allow to dry. ' B. Apply rubberized membrane in accordance with manufacturer's written instruction. ' C. Extend membrane a minimum of 36 inches beyond inside face of interior surface of the exterior wall, but not less than two sheets wide. 07311 - 3 3.04 PROTECTIVE UNDERLAYNENT INSTALLATION A. Place one ply of underlayment over area not protected by eave membrane, with ends and edges weatherlapped minimum 6 inches. Stagger end laps of each consecutive layer. Nail protective underlayment to hold in place. B. Install protective underlayment perpendicular to slope of roof. C. Weather lap underlayment minimum 4 inches over eave membrane. D. Weather lap and seal items projecting rough or mounted on roof with plastic cement. 3.05 FLASHING INSTALLATION A. Weather lap joints minimum 2 inches and seal weathertight with plastic cement. Secure in place with nails at 8" oc. Conceal fastenings. B. Flash and seal work projecting rough or mounted on roofing with plastic cement. Provide weathertight installation. 3.06 ASPHALT SHINGLES INSTALLATION A. Place asphalt shingles in straight coursing pattern with 5 inch weather exposure to produce double thickness over entire roof area. B. Provide double course of shingles at eaves. Project first course of shingles 3/4 inch beyond face of fascia boards. C. Extend shingles 1/2 inch beyond face of gable edge fascia boards. D. Nail shingles in place in accordance with manufacturer's instructions. E. Cap ridges and hips with individual shingles, maintaining 5 inch weather exposure. Place to avoid exposed nails. 3.07 ROLL ROOFING INSTALLATION A. Place eave and gable edge flashing tight with fascia boards. Secure deck flange with nails spaced 8 inches O.C. 07311 - 4 B . Apply 4 inch wide band of plastic cement over deck flange of eave edge flashings, and embed an 18 inch wide strip of rolled roofing. Place rolled roofing starter strip with eave edge flush with face of flashings. Secure in place. ' C. Apply lap cement at rate of approximately 1-1/4 gal/square on starter strip. ' D. Starting from eave edge of starter strip, lay 36 inch wide rolled roofing strips in lay cement. Weather lap plies minimum 19 inches and nail in place. Lap ends minimum 6 inches. Stagger end joints of each consecutive Ply.-_... ' END OF SECTION 07311 - 5 SECTION 07467 ' RESIDENTIAL SIDING, FASCIA AND SOFFIT PART I GENERAL 1.01 WORK INCLUDED ' C. Substitutions: Under provisions of Section 01600. 2.02 MATERIALS A. Siding: Preformed and prefinished steel of minimum 0.019 thick sheet stock; without integral backing material; plain surface; 8 inches wide; double 4 inch lap profile; ' color selected by Architect. B. Soffits: Preformed and prefinished aluminum of minimum ' 0.019 thick sheet stock; 8 in. wide sheets; vented type; ribbed for added strength and rigidity and to eliminate waves. 07467 - 1 1 -- A. Preformed and prefinished steel siding with related ' flashings, accessory components, and underlayment. ' B. Preformed and prefinished aluminum fascia and soffits with related flashings, accessory components. C. Building paper underlayment over wall sheathing. 'D. Remove existing fiber board siding and plywood sof fits as shown on drawings. ' E. Replace all rotted existing fascia boards. ' 1.02 SUBMITTALS A. Submit manufacturer's standard color samples for selection under provisions of Section 01300. PART 2 PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS A. Alcoa Building Products ' B. Alside ' C. Substitutions: Under provisions of Section 01600. 2.02 MATERIALS A. Siding: Preformed and prefinished steel of minimum 0.019 thick sheet stock; without integral backing material; plain surface; 8 inches wide; double 4 inch lap profile; ' color selected by Architect. B. Soffits: Preformed and prefinished aluminum of minimum ' 0.019 thick sheet stock; 8 in. wide sheets; vented type; ribbed for added strength and rigidity and to eliminate waves. 07467 - 1 1 -- 2.03 ACCESSORY COMPONENTS A. Accessory Components: Fascias, starter strips, trim, ' inside corners, outside corners, and drip caps; of same material and finish as soffits; ribbed for strength and ' rigidity. B. Nails and Staples: Manufacturer's standard corrosion ' resistant type; size and strength to securely and rigidly retain siding, soffits and accessory components in place. C. Underlayment: No. 15 unperforated asphalt saturated ' felts of type recommended for use in waterproofing and in construction of built-up roofs. PART 3 EXECUTION 3.01 INSTALLATION A. Remove existing plywood soffits as shown on drawings. B. Install one layer of underlayment horizontally on surfaces to receive preformed siding. Weather lap edges and ends minimum 6 inches. Stagger vertical joints. Securely nail in place. C. Install siding and soffits in accordance with manufacturer's instructions. Securely fasten in place, properly aligned, leveled, and plumb. D. Fabrication of component profile on site not permitted. E. Ensure site cuttings or burred edges do not remain on finish surfaces. F. Use concealed fasteners except where approved by Architect. G. Place sealant or gaskets to arrest weather penetration. Maintain neat appearance. END OF SECTION 07467 - 2 ' PART 3 EXECUTION 3.01 EXAMINATION A. Verify that surfaces are ready to receive work. ' 1 2.02 COMPONENTS ' A. Gutters: K style profile; 5 inch wide x 3-1/2 inch deep. SECTION 07631 B. Downspouts: Rectangular;. 3 inch x 4 inch. GUTTERS AND DOWNSPOUTS ' PART I GENERAL 1.01 SECTION INCLUDES ' suit gutters and downspouts. A. Removal of existing gutters and downspouts. D. Splash Blocks: Precast concrete type; minimum 3000 psi B. Aluminum gutters and downspouts. ' at 28 days, with minimum 5 percent air entrainment. C. Precast concrete splash blocks. 2.03 ACCESSORIES 1.02 SUBMITTALS Anchorage Devices: Type recommended by fabricator. B. Gutter Supports: Straps. PART 2 PRODUCTS ' 2.01 MATERIALS A. Aluminum Sheet: 0.032 inch thick; shop precoated with baked -on acrylic coating of color to match aluminum ' fascia finish. ' PART 3 EXECUTION 3.01 EXAMINATION A. Verify that surfaces are ready to receive work. ' 1 2.02 COMPONENTS ' A. Gutters: K style profile; 5 inch wide x 3-1/2 inch deep. ' B. Downspouts: Rectangular;. 3 inch x 4 inch. C. End Caps, Downspout outlets, Gutter and Downspout Strap Hangers, Support Brackets, Joint Fasteners: Profiled to suit gutters and downspouts. D. Splash Blocks: Precast concrete type; minimum 3000 psi ' at 28 days, with minimum 5 percent air entrainment. 2.03 ACCESSORIES ' A. Anchorage Devices: Type recommended by fabricator. B. Gutter Supports: Straps. C. Downspout Supports: Straps. ' PART 3 EXECUTION 3.01 EXAMINATION A. Verify that surfaces are ready to receive work. ' 1 B. Beginning of installation means acceptance of existing conditions. 3.02 INSTALLATION A. Install gutters, downspouts, and accessories in accordance with manufacturer's instructions. B. Join lengths with formed seams sealed watertight. Flash and seal gutters to downspouts and accessories. C. Slope gutters 1/16 inch per foot minimum. D. Seal metal joints watertight. E. Set splash blocks under downspouts. END OF SECTION K 1 SECTION 07900 ' JOINT SEALERS PART I GENERAL ' 1.01 SECTION INCLUDES A. Preparing sealant substrate surfaces. ' B. Sealing perimeter of kitchen countertops and bathroom vanity tops. ' C. Sealing perimeter of exterior door frames and windows. D. Sealing perimeter of all mechanical and electrical ' penetrations, both interior and exterior. PART 2 PRODUCTS 2.01 SEALANTS A. Silicone Sealant: FS TT -S-01543, Class A, low modulus ' type; color to be selected by architect; mod sealant manufactured by General Electric or silicone rubber tub caulk manufactured by Down Corning Corporation. ' B. Polyurethane Sealant: FS TT -S-00230, Type I - Self - leveling, Class A; color as selected; Sonolastic NP -1 ' manufactured by Sonneborn Building Products, Dymonic manufactured by Tremco or Dynatrol 1 manufactured by Pecora Corporation. 2.02 ACCESSORIES A. Primer: Non -staining type, recommended by sealant ' manufacturer to suit application. B. Joint Cleaner: Non -corrosive and non -staining type, recommended by sealant manufacturer; compatible with ' joint forming materials. C. Joint Backing: ANSI/ASTM D1056; round, closed cell polyethylene foam rod; oversized 30 to 50 percent larger than joint width. PART 3 EXECUTION 3.01 EXAMINATION A. Verify that surfaces and joint openings are ready to receive work and field measurements are as shown on Drawings and recommended by the manufacturer. ' 07900-1 3.02 3.03 3.04 B. Beginning of installation means installer accepts existing surfaces. PREPARATION A. Clean joints in accordance with manufacturer's instructions. B. Remove loose materials and foreign matter which might impair adhesion or sealant. C. verify that joint backing and release tapes are compatible with sealant. D. Protect elements surrounding the work of this Section from damage or disfiguration. INSTALLATION A. Install sealant in accordance with manufacturer's instructions. B. Measure joint dimensions and size materials to achieve required width/depth ratios. C. Install joint backing to achieve a neck dimension no greater than 1/3 the joint width. D. Apply sealant within recommended application temperature ranges. Consult manufacturer when sealant cannot be applied within these temperature ranges. E. Install sealant free of air pockets, foreign embedded matter, ridges and sags. F. Tool joints concave. PROTECTION OF FINISHED WORK A. Protect finished installation under provisions of Section 01500. B. Protect sealants until cured. END OF SECTION 07900-2 08210 - 1 08210 SECTION WOOD DOORS AND FRAMES PART 1 GENERAL 1.01 WORK INCLUDED A. Fire rated.wood doors and frames at unit entry doors. B. Wood doors at apartment interior. 1.02 DELIVERY, STORAGE AND PROTECTION A. Protect products under provisions of Section 01600. B. Protect doors with resilient packaging, sealed with heat shrunk plastic. Break seal on site to permit ventilation. PART 2 PRODUCTS 2.01 ACCEPTED MANUFACTURERS - FIRE RATED DOORS AND FRAMES ( PRE - HUNG) A. Summit Door, Inc. B. Substitutions: Under provisions of Section 01600. 2.02 FIRE RATED DOORS A. Solid core flush interior door with red oak veneer; 1- 3/4" thick, 3 ply bonded particle board core construction (average density of 30-32 lbs. per Cu. Ft.). Provide UL/Warnock-Hersey 20 minutes label. FRAMES 2.03 FIRE RATED A. Solid pine single rabbet interior door frame; smoke Provide gasketted with Reese F797 or Pemko S88 gasket. UL/Warnock-Hersey 20 minute label. 2.04 STANDARD WOOD DOORS A. Hollow core door within dwelling units: 1-3/80 thick; 1-1/4" stile; and 2-5/8" rails with corrugated core unit 3 ply red oak plywood faces. Standard softwood edges are acceptable. 08210 - 1 PART 3 EXECIITION 3.01 INSTALLATION A. Install doors in accordance with manufacturer's instructions. B. Trim door width by cutting equally on both jamb edges. Trim fire door width from lock edge only to a maximum of 3/16 inch. C. Trim door height by cutting equally on top and bottom edges to a maximum of 3/4 inch. Trim fire door height at bottom edge only. 3.02 INSTALLATION TOLERANCES A. Maximum Diagonal Distortion: 1/16 inch measured with straight edge, corner to corner. 3.03 ADJUSTING AND CLEANING A. Adjust for smooth and balanced door movement. END OF SECTION 08210 - 2 IPART 2 PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS Entry Systems. A. Ceco B. Mastercraft. SECTION 08214 C. Substitutions: Under provisions of Section 01600. INSULATED STEEL ENTRANCE DOOR SYSTEM 2.02 ENTRANCE DOOR SYSTEM PART 1 GENERAL Insulated Steel Door: Prehung 24 gauge galvanized steel 1.01 WORK INCLUDED door surfaces; polyurethane foam core with R -value of door systems. 15.4; flexible sweep; embossed door panels; primed A. Removal of existing entrance finish. B. Furnish and install new prehung insulated steel entrance Sidelight Panels: 24 gauge galvanized steel surfaces; - doors and frames. polyurethane foam core; insulated glass; primed finish. C. Furnish and install new sidelights as indicated on Frame: Pine frame interior with rigid PVC cladding on exterior; exterior brick molding extruded PVC with dura Drawings. cap exterior. 1.02 DELIVERY, STORAGE AND PROTECTION D. A. Protect products under provisions of Section 01600. IPART 2 PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS Entry Systems. A. Ceco B. Mastercraft. C. Substitutions: Under provisions of Section 01600. 2.02 ENTRANCE DOOR SYSTEM A. Insulated Steel Door: Prehung 24 gauge galvanized steel door surfaces; polyurethane foam core with R -value of 15.4; flexible sweep; embossed door panels; primed finish. B. Sidelight Panels: 24 gauge galvanized steel surfaces; - polyurethane foam core; insulated glass; primed finish. C. Frame: Pine frame interior with rigid PVC cladding on exterior; exterior brick molding extruded PVC with dura cap exterior. D. Threshold: Adjustable; thermal -break oak threshold. E. Weatherstrip: Manufacturer's standard magnetic vinyl weatherstripping at door jamb. F. Hinges: Manufacturer's standard hinges. - 1 08214 PART 3 EXECUTION 3.01 PREPARATION A. Remove existing entrance door and frames including sidelights. B. Verify existing rough -opening is ready to receive new entrance door system. C. Install additional wood blocking as required for new entrance door system. D. Beginning of installation means acceptance of existing conditions. 3.02 ENTRANCE DOOR SYSTEM - INSTALLATION A. Install new entrance door system in strict accordance to manufacturer's written instructions. End of Section 08214 - 2 1 1 SECTION 08360 SECTIONAL OVERHEAD DOORS PART I GENERAL 1.01 WORK INCLUDED A. Installation of overhead sectional doors. B. Steel panels of raised panel design. C. Operating hardware and supports. 1.02 SYSTEM DESCRIPTION A. Panels: Prefinished raised panel steel, non -insulated. J B. Standard Lift track and hardware. C. Manual operation with pull rope operation requiring a maximum exertion of 25 lbs force. 1.03 OPERATION AND MAINTENANCE DATA A. Submit operation and maintenance data under provisons of Section 01700. PART 2 PRODUCTS 2.01 MATERIALS A. Sheet Steel: ANSI/ASTM A526 galvanized to 1.25 oz/sq ft design. g/sq. raised panel B. Weatherstripping: Resilient rubber strip. 2.02 COMPONENTS A. Panels: Steel construction; steel shee-- of 24 gage at thick, raised -panel profile; rabbeted weather joints meeting rails; insulated. B. Track: Heavy gage thick by 2° wide rolled steel track, continuous, vertical mounted; galvanized sr.eel moun=ing brackets, 1/1" thick. C. Hinge and Roller Assemblies: Heavy g&uge hinges and adjustable roller holders of galvanized steel; floating hardened steel ball bearing rollers, located at top and bottom of each panel at meeting joint. D. Lock: Inside center mounted, adjustable keeper, spring 08360 - 1 activated latch bar with feature to keep in locked or retracted position; interior and exterior handle; lock master keyed. E. Jamb Weatherstripping: Roll formed aluminum fitted full height of jamb with integral resilient weatherstripping in moderate contact with door panels. F. Lift Mechanism: Coil springs on track with braided steel lift cables. PART 3 EXECUTION 3.01 INSPECTION A. Verify that wall openings are ready to receive work and opening dimensions and tolerances are within limits. B. Beginning of installation means acceptance of existing surfaces. 3.02 INSTALLATION A. Install door unit assembly in accordance with manufacturer's instructions. B. Use anchorage devices to securely fasten assembly to wall construction and building framing without distortion or stress. C. Securely brace door tracks suspended from structure. Secure tracks to structural members only. D. Fit and align door assembly including hardware, level and plumb, to provide smooth operation. 3.03 FINISHES A. Exterior Steel: Pre -finished with manufacturer's standard finish. 3.04 ADJUSTING AND CLEANING A. Adjust door assembly. B. Clean doors. C. Remove labels and visible markings. END OF SECTION 1 SECTION 08610 WOOD WINDOWS PART I GENERAL 1.01 WORK INCLUDED A. Removal of existing wood windows. B. Shop fabricated metal clad wood windows. C. Shop glazed. D. Framed insect screens. stripping. E. Operable hardware and weather 1.02 SUBMITTALS A. Submit shop drawings and product data under provisions of Section 01300. B. Include dimensions, relation to construction of adjacent work, component anchorage and locations, anchor methods and materials, and hardware installation details. C. Submit manufacturer's installation instructions under provisions of Section 01300. ' 1.03 WARRANTY A. Provide five year manufacturer's warranty under provisions of Section 01700. B. Warranty: Include coverage of insulating glass units and delamination or separation of finish cladding from window member. PART 2 PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS A. Kolbe & Kolbe Millwork Co., Inc. B. Marvin Windows & Doors C. Pella Corporation D. Substitutions: Under provisions of Section 01600. 08610 - 1 1 2.02 WINDOW UNITS A. Type: As indicated on Drawings. B. Screen: Size of operable sash. C. Glass in Operating Sash: Insulating units. 2.03 MATERIALS A. Wood: Clear pine species, clear preservative treated of type suitable for transparent or opaque finish. B. Metal Cladding: Formed aluminum shop fit to profile of wood members, sash, and exterior exposed surfaces. C. Insulating Glass: Sealed double pane units, outer pane of glass, inner pane of clear glass; pane thickness determined by size and/or wind and suction loads; total unit thickness not less than 5/8 inch. D. Screening: 14/18 mesh, glass fiber strands. E. Weatherstripping: Vinyl type. KI[ZI:i11:I blTtllil;I �I A. Hinged Sash: Zinc or cadmium plated steel butt hinge, stainless steel pins. B. Operator: Geared rotary handle fitted to zinc or cadmium plated steel arms with limit stops. 2.05 FABRICATION A. Fabricate framing mullions and sash members with mortise and tenon joints. Glue joints to hairline fit, weather tight. B. Finger joints permitted if wood matches in color and grain texture. Finger joints acceptable in clad units. C. Form sills and stools in one piece. Slope sills for wash. D. Form glass stops of formed metal to match cladding sloped for wash. Form weatherstop flange to perimeter of unit. E. Assemble insect screens of rolled aluminum rectangular sections with mesh set into frame and secured. Fit frame 08610 — 2 1 with four spring loaded pin retainers. F. Size window units to allow for tolerances of rough framed openings, clearances, and shim spacing around perimeter of assemblies. G. Provide internal drainage to exterior for moisture entering glazing spaces. H. Weatherstrip operable units. 2.06 FINISHES A. Exterior Surfaces: Cladding of white color. B. Interior Surfaces: Transparent. C. Screens: Black color. D. Operators: Baked enamel. PART 3 EXECUTION 3.01 INSPECTION A. Verify existing rough openings are correctly sized and located. B. Beginning of installation means acceptance of existing conditions. 3.02 PREPARATION A. Remove existing double hung windows and prepare existing opening to permit correct installation of window units. 3.03 INSTALLATION A. Install windows in accordance with manufacturer's instructions. B. Maintain alignment with adjacent work. Secure assembly to frame openings without distortion or stress. C. Coordinate placement of insulation in shim spaces around unit perimeter. D. Install sealant and related backing materials at exterior of installed assembly. 08610 - 3 E. Install perimeter trim and closures. F. Close and latch operating sash. 3.04 TOLERANCES A. Plumb and Level: Plus or minus 1/8 inch from true measurement. B. Longitudinal or Diagonal Warp: Plus or minus 1/8 inch from 10 foot straight edge. 3.05 CLEANING A. Clean window frames and glass. B. Remove labels and visible markings. END OF SECTION 08610 - 4 SECTION 08712 DOOR HARDWARE PART 1 GENERAL 1.01 WORK INCLUDED A. Hardware for wood doors. 1.02 COORDINATION A. Coordinate work of this Section with other directly affected Sections involving manufacturer of any internal reinforcement for door hardware. 1.03 REGULATORY REQUIREMENTS A. Conform to applicable current code for requirements applicable to fire rated doors and frames. 1.04 DELIVERY, STORAGE AND HANDLING A. Deliver products to site under provisions of Section 01600. B. Store and protect products under provisions of Section 01600. C. Package hardware items individually; label and identify package with door opening code to match hardware schedule. D. Deliver keys to Owner by security shipment direct from hardware supplier. E. Protect hardware from theft by cataloging and storing in secure area. PART 2 PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS A. Hinges: Hager, Lawrence, McKinney, Stanley. B. Latch Sets: Arrow, Corbin, Schlage, Falcon or P.D.Q. C. Lock Sets: Arrow, Falcon, Corbin, Schlage. 08712 - 1 1 D. Door Stops: Glynn -Johnson, Ives, Quality. E. Thresholds, Air Seal: Pemko, Reese, Zero, Stanley, and National. F. Sliding Door Hardware: Stanley, Acme, and L.E. Johnson. G. Manufacturers of comparable products. 2.02 KEYING A. Keying: Verify with Owner. 1. Master key all locks: 4 keys. 2. Manager's key: 4 keys. B. Keys Required: 1. Dwelling Unit Keys: 3 keys per unit. 2. Building Entrance Keys: 6 keys for each building. 2.03 FINISHES A. Finishes: Polished Brass (US3). 1. Butt Hinges US 43 on brass or bronze 2. Locks US43 stain bronze or US3 polished brass 3. Threshold Aluminum as indicated 4. Miscellaneous US43 on brass or bronze PART 3 EXECUTION 3.01 INSPECTION A. Verify that doors and frames are ready to receive work. B. Beginning of installation means acceptance of existing conditions. 3.02 INSTALLATION A. Install hardware in accordance with manufacturer's instructions. B. Use the templates provided by hardware item manufacturer. C. Mounting heights for hardware from finished floor to center line of hardware item: 08712 - 2 1 Group 5 (Building Entrance) END OF SECTION 08712 - 3 1 1. Locksets:40 inches. 3.03 SCHEDULE Group 1 (Apartment Entrance) Butts Hager 1-1/2 Pr., Type 1 Lock Schlage A30D Orbit Deadbolt Schlage B160N Spring Hinge Stanley RD2060 (2 per door leaf) Stop Ives 061F Threshold 236D or 174D (verify carpet height) �j Air Seal P390 Viewer U700 (verify mounting height with Owner and Architect) Knocker 774B Group 2 Passage Latch -Knob (Typical at all interior doors) Butts Hager 1-1/2 Pr., Type 1 Latch Schlage F10N x Orbit & 16-100 Spring Latch Spring Stop Ives 060F Group 3 ( Bi -folding doors at closets) Track/Glide Post Johnson 2200F Series (Alum) Pull Stanley Dull Brass; 1-1/2" dia. x 7/32" deep Butts Prehung Door Manufacturer Standard Lock Schlage A60PD Orbit Door Closer LCN 4013T -H Stop Threshold Ives 061F Prehung Door Manufacturer Standard Door Manufacturer Standard Weatherstrip Prehung Group 4 (Sliding Doors at Closets) 138F Series Alum Track/Glide Post L. E. Johnson Products # (Alum) FingUr Pull Stanley Dull Brass; 1-1/2" Dia. x 7/32" Deep Group 5 (Building Entrance) END OF SECTION 08712 - 3 1 1 1 SECTION 09250 STUCCO REDASHING PART 1 GENERAL 1.01 SECTION INCLUDES A. Repair and redashing existing stucco surfaces. 1.02 QUALITY ASSURANCE A. Applicator: Company specializing in stucco with five years of documented experience. 1.03 ENVIRONMENTAL REQUIREMENTS A. Do not apply stucco when substrate or ambient air temperature is less than 50 degrees F nor more -than 80 degrees F. PART 2 PRODUCTS 2.01 BASE COAT MATERIALS A. Cement: ASTM C150, Normal - Type I Portland. B. Lime: ANSI/ASTM C206, Type S. C. Aggregate: In accordance with ANSI/ASTM C897. D. Water: Clean, fresh, potable, and free of mineral or organic matter which can affect stucco. 2.02 STUCCO FINISH COAT MATERIALS A. Premixed Finishing Coat: Portland Cement - Lime type; pigmented; oriental exterior finish stucco manufactured by United States Gypsum. B. Water: Clean, fresh, potable, and free of mineral or organic matter which can affect stucco. PART 3 EXECUTION 3.01 INSPECTION A. Verify that surfaces and site conditions are ready to receive work. 3.02 PREPARATION A. Protect surfaces near the work of this section from damage or disfiguration. 09250-1 B. Sandblast stucco surfaces as needed. C. Remove loose and buckling stucco. 3.03 INSTALLATION A. Patch areas of stucco removed. B. Redash all stucco surfaces. END OF SECTION 09250-2 I�- L� SECTION 09260 GYPSUM BOARD SYSTEMS PART 1 GENERAL 1.01 WORK INCLUDED A. Gypsum board, B. Taped and sanded joint treatment. 1 1 09260 - 1 PART 2 PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS - GYPSUM BOARD SYSTEM A. 1. Georgia - Pacific Corporation. 2. Gold Bond Building Products. 3. United States Gypsum Company B. Substitutions: Under provisions of Section 01600. 2.02 GYPSUM BOARD MATERIALS A. Fire Rated Gypsum Board: Fire resistive type, UL rated; 5/8 inch thick, maximum permissible length; ends square cut, tapered edges. B. Non -Fire Rated Gypsum Board: 1/2 inch thick; maximum length; ends square cut, tapered edges permissible. C. Moisture Resistant Gypsum Board: ANSI/ASTM C360; 5/8 inch thick, maximum permissible length; ends square cut; tapered edges. D. Cement Board: Portland cement glass reinforced wall board. Acceptable product is "Wonderboard" as manufactured by Modulars, Inc. or a comparable product. 2.03 ACCESSORIES A. Corner Beads: Metal B. Joint Materials: Reinforcing tape, joint compound, adhesive, water, and fasteners. 1 1 09260 - 1 PART 3 EXECUTION 3.01 INSPECTION A. Verify that site conditions are ready to receive work. B. Beginning of installation means acceptance of substrate. 3.02 BOARD INSTALLATION A. Erect single layer gypsum board vertically, with edges and ends occurring over firm bearing. B. Place corner beads at external corners. Use longest practical length. Place edge trim where gypsum board abuts dissimilar materials. 3.03 JOINT TREATMENT A. Tape, fill, and sand exposed joints, edges, and corners to produce smooth surface ready to receive finishes. B. Feather coats on adjoining surfaces so that camber is maximum 1/32 inch. C. Taping, filling, and sanding is not required at surfaces behind adhesive applied ceramic tile. 3.04 TOLERANCES A. Maximum Variation from True Flatness: feet in any direction. END OF SECTION 09260 - 2 1/8 inch in 10 1 r t 1 1 1 1 SECTION 09310 CERAMIC TILE FINISH PART 1 GENERAL 1.01 SECTION INCLUDES A. Replace wall tile at damaged tile substrate in unit bathrooms as indicated on Drawings. B. Regrouting of wall tile as indicated on Drawings. C. Cleaning of wall tile. 1.02 DELIVERY, STORAGE AND HANDLING A. Deliver products to site under provisions of Section 01600. B. Store and protect products under provisions of Section 01600. C. Protect adhesives from freezing or overheating in accordance with manufacturer's instructions. 1.03 ENVIRONMENTAL REQUIREMENTS A. Do not install adhesives in a closed, unventilated environment. B. Maintain 50 degrees F during installation of mortar materials. PART 2 PRODUCTS 2.01 TILE MATERIALS A. Ceramic Wall Tile: ANSI/TCA A137.1, conforming to the following: Moisture Absorption 0 to 0.5 percent Size 4-1/4 x 4-1/4 x 5/16 inch Edge Cushioned Surface Finish Glazed to match existing Color To match existing B. Wainscot Cap: Match wall tile for moisture absorption, surface finish, and color, tile length 4-1/4 inch long x 09310 - 1 4-1/4 inch high, bullnosed top edge. 2.02 ADHESIVE MATERIALS A. Organic Adhesive: ANSI/TCA A136.1, thinset bond type. 2.03 GROUT MATERIALS A. Grout: ANSI 118.6 Cementitious type with latex additive. 2.04 ACCESSORIES A. Tile Cleaner: Acidic cleaner designed to remove grout haze, hard water/mineral deposits and light rust stains. Acidic cleaner as manufactured by Bostik or acceptable manufacturers. PART 3 EXECUTION 3.01 EXAMINATION A. Verify that surfaces are ready to receive work. B. Beginning of installation means installer accepts condition of existing surfaces. 3.02 PREPARATION A. Protect surrounding work from damage or disfiguration. B. Remove deteriorating grout and clean joints to receive new grout. C. Vacuum clean existing surfaces and damp clean. 3.03 INSTALLATION A. Install adhesive, tile, and grout in accordance with manufacturer's instructions and to TCA Handbook for Ceramic Tile Installation, Handbook Number W244-90, and B416-90. B. Cut and fit tile tight to penetrations through tile. Form corners and bases neatly. C. Place tile joints uniform in width, subject to variance in tolerance allowed in tile size. Make joints watertight, without voids, cracks, excess mortar, or excess grout. 09310 - 2 1 i D. Form internal angles square and external angles square. E. Sound tile after setting. Replace hollow sounding units. F. Allow tile to set for a minimum of 48 hours prior to grouting. G. Grout tile joints. H. Apply sealant to junction of the and dissimilar materials and at junction of dissimilar planes. 3.04 CLEANING A. Clean work under provisions of 01700. B. Clean all tile surfaces with acidic cleaner. END OF SECTION 09310 - 3 1 1 1 SECTION 09650 RESILIENT FLOORING IPART 1 GENERAL 1.01 SECTION INCLUDES A. Work in this Section to be performed by Owner. B. Removal of existing sheet vinyl flooring from concrete floors at lower level units. C. Apply underlayment over existing resilient flooring at upper level units. D. Resilient sheet at kitchens, dining rooms, and stair landings. E. Resilient tile at laundry rooms. F. Resilient base. 1.02 SUBMITTALS A. Provide product data on specified products, describing physical and performance characteristics, patterns and colors available. B. Submit samples under provisions of Section 01300. C. Submit two samples illustrating color and pattern for each floor material specified. D. Submit two samples of base material for each color specified. E. Submit manufacturer's installation instructions under provisions of Section 01300. 1.03 ENVIRONMENTAL REQUIREMENTS A. Store materials for three days prior to installation in area of installation to achieve temperature stability. B. Maintain ambient temperature required by adhesive . manufacturer three days prior to, during, and 24 hours after installation of materials. 1 09650 - 1 1 PART 2 PRODUCTS 2.01 SHEET FLOORING MATERIALS A. Sheet vinyl flooring at dwelling units: 12 foot wide residential grade cushioned vinyl flooring with 0.065" overall thickness and 0.010" minimum unfilled vinyl wear layer conforming to HUD/FHS MPS 4900/4910 and Fed. spec. LF -001641, Class 1, 2 or 3 Type III. Colors as selected by Owner. Acceptable manufacturers and products: 1. Armstrong: Cambray 2. GAF Corp.: Gafstar Standard 3. Mannington: Vaga 4. Congoleum Corp.: Valu -Floor B. Tile vinyl flooring at laundry rooms: Commercial grade vinyl tile flooring; 12 inch x 12 inch size; 1/8 inch thick; Federal specification. SS -T -312B(1) Type IV, Composition 1. Colors as, selected by Owner. Acceptable manufacturers and products: 1. Armstrong: Imperial texture 2. GAS Corp. 3. Mannington 4. Congoleum Corp. 2.02 BASE MATERIALS I i A. Acceptable manufacturers for resilient base shall be as follows: 1. Armstrong 2. Johnson Rubber Co. 3. vinyl Plastics, Inc. B. Resilient Base: 0.080" thick, 4" high, base conforming to Fed. Spec. SS -W -40A, Type II, top set cove. 2.03 ACCESSORIES A. Subfloor Filler: White premix latex; type recommended by flooring material manufacturer. B. Underlayment: Lauan Plywood; 1/4 inch thick; maximum permissible length; type suitable for underlaying sheet vinyl flooring. C. Primers and Adhesives: Waterproof; types recommended by flooring manufacturer. 09650 - 2 1 1 D. Edge Strips: Vinyl molded trim. PART 3 EXECUTION 3.01 PREPARATION A. Remove existing vinyl flooringat concrete floors only B. Overlay existing vinyl flooring at wood sub floors with underlayment. C. Clean floor of existing adhesive. D. Remove sub -floor ridges and bumps. Fill low spots, cracks, joints, holes, and other defects with subfloor filler. E. Beginning installation means acceptance of existing substrate. F. Apply, trowel, and float filler to leave a smooth, flat, hard surface. G. Prohibit traffic from area until filler is cured. H. Vacuum clean substrate. 3.02 INSTALLATION - SHEET MATERIAL A. Install in accordance with manufacturer's instructions. B. Spread only enough adhesive to permit installation of materials before initial set. C. Set flooring in place, press with heavy roller to attain full adhesion. D. Lay flooring with seams parallel to building lines to produce minimum number of seams. E. Install sheet flooring parallel to length of room. �1 Provide minimum of 1/3 full roll width. Double cut sheet and continuously seal. F. Terminate flooring at centerline of door openings where adjacent floor finish is dissimilar. G. Install edge strips at.unprotected or exposed edges, and where flooring terminates. 09650 - 3 H. Scribe flooring to walls, columns, cabinets, floor outlets, and other appurtenances to produce tight joints. 3.03 INSTALLATION - TILE MATERIAL A. Install in accordance with manufacturer's instructions. B. Mix tile from container to ensure shade variations are consistent. C. Spread only enough adhesive to permit installation of materials before initial set. D. Set flooring in place, press with heavy rolled to attain full adhesion. E. Lay flooring with joints and seams parallel to building lines to produce symmetrical tile patterns. F. Install tile to square grid pattern with all joints aligned. Allow minimum 1/2 full size tile width at room or area perimeter. G. Terminate flooring at centerline of door openings where -, adjacent floor finish is dissimilar. H. Install edge strips at unprotected or exposed edges, and where flooring terminates. i I. Scribe flooring to walls, columns, cabinets, floor outlets, and other appurtenances to produce tight joints. 3.04 INSTALLATION - BASE MATERIAL A. Fit joints tight and vertical. Maintain minimum measurement of 18 inches between joints. B. Miter internal corners. At external corners, 'V' cut back of base strip to 2/3 of its thickness and fold. At exposed ends use premolded units. C. Install base on solid backing. Bond tight to wall and floor surfaces. D. Scribe and fit to door frames and other interruptions. 3.05 PROTECTION A. Prohibit traffic on floor finish for 48 hours after installation. 09650 - 4 1 1 1 1 t 3.06 CLEANING A. Remove excess adhesive from floor, base, and wall surfaces without damage. B. Clean, seal, and wax floor and base surfaces in accordance with manufacturer's instructions. END OF SECTION 09650 - 5 1 1 rj n 1 1 1 1 1 n 1 t t 1 SECTION 09688 CARPET PART 1 GENERAL 1.01 SECTION INCLUDES A. Work in this -Section to be performed by Owner. B. Removat-,of existing carpet and preparation of existing sub -f loor . C. Carpeting at apartments and building corridors. D. Accessories. 1. G2_SUBMITFALS A. Submit product data under provisions of Section 013QO. B. Provide product data on specified products, describing physical and performance characteristics; sizes, patterns, colors available, and method of installation. C. Submit manufacturer's installation instructions under provisions of Section 01300. 1.03 REGULATORY REQUIRE A. Conform to applicable current code for carpet flammability requirements in accordance with ASTM E84. 1.04, ENVIRONMENTAL REQUIREMENTS A. Store materials for three days prior to installation in area of installation to achieve temperature stability. B_. Maintain, minimum 70 degrees F ambient temperature three days prier to, during, and 24 hours after installation of materials. PART 2 PRODUCTS 2. 01 MATERIALS A. Carpet Type 1: 24 ounce, cut -pile Saxon carpet conforming to UM44D, Type 2C, Class 1 stretched over pad. 09688 - 1 B. Carpet Type 2: 26-28 ounce loop pile conforming to UM44D, Type 2A, Class 2 directly glued over substrate. 2__02 ACCESSORII A. Subfloor Filler; White premix latex; type recommended by carpet manufacturer, B. Primers and Adhesives of types recommended by carpet manufacturer to suit application and expected service,. C. Edge Strips: Type, finish, and color as selected by Architect. D. Base Gripper: Type recommended by carpet manufacturer. PART 3 EXE,CUTION 3 .tom _PREPARATION A. Remove existing carpet, padding, base gripper, and edge strips. B. Remove sub -floor ridges and bumps. Fill low spots, cracks, joints, holes, and other defects with subfloor filler. C. Apply, trowel, and float filler to leave a smooth, flat, hard surface. D. Prohibit traffic until filler is cured. E. Vacuum clean substrate. 3.02 INSTALLATION A. Apply carpet and adhesive in accordance with manufacturers' instructions. B. Verify carpet match before cutting to ensure minimal variation between dye lots. C. Locate seams in area of least traffic. D. Fit seams straight, not crowded or peaked, free of gaps. E. Lay carpet on floors with run of pile in same direction as anticipated traffic. Lay carpet on stairs with- the run of the pile in opposite direction of anticipated traffic to avoid peeking at backing at nosings. 09688 - 2 1 1 1 1 t t t i Ll F. Do not change run of pile in any room where carpet is continuous through a wall opening into another room. Locate change of color or pattern between rooms under door centerline. G. Cut and fit carpet around interruptions. H. Fit carpet tight to intersection with vertical surfaces without gaps. I. Insta-ll carpet continuously to stair treads, full width. Install in --one piece. Adhere over entire- surfame . - �-it accurately and securely, tight to treads and risers. Adhere carpet on treads and risers and butt tight to nosing. 3,03 CLEANING A. Remove excess adhesive from floor, base, and wall surfaces without damage. B. Clean and vacuum carpet surfaces. 3..04 PROTECTION A. Prohibit traffic from carpet areas for 24 hours after installation. 3�5 SCHEDULE - CARPJT A. Standard Dwelling Units: Type 1 with pad, color and pattern as selected by Owner. B. Public Areas (incl. stairs): Type 2, color and pattern as selected by Owner. END OF SECTION 09688 - 3 1 SECTION 09900 IPAINTING PART 1 GENERAL 1.01 WORK INCLUDED A. Work in this Section to be performed by Owner. B. Surface preparation. _ C. Surface finish schedule. t� 1,.02 DELIVERY, STORAGE, AND HANDLING A. Deliver products to site under provisions of Section 01600. B. Store and protect products under provisions of Section 01600. C. Deliver products to site in sealed and labeled containers; inspect to verify acceptance. D. Container labeling to include manufacturer's name, type of paint, brand name, brand code, coverage, surface preparation, drying time, cleanup, color designation, and instructions for mixing and reducing. I E. Store paint materials at minimum ambient temperature of 45 degrees F and a maximum of 90 degrees F in werl ventilated area, unless required otherwise by manufacturer's instructions. F. Take precautionary measures to prevent fire hazards and spontaneous combustign. 1.03 ENVIRONMENTAL REQUIREMENTS A. Provide continuous ventilation and heating facilities to maintain surface and ambient temperatures about 45 degrees F for 24 hours before, during, and 48 hours after application of finishes, unless required otherwise by manufacturer's instructions. B. Do not apply exterior coatings during rain or snow, or when relative humidity is above 50 percent, unless required otherwise by manufacturer's instructions. 09900 - 1 C. Minimum Application Temperatures for Latex Paints: 45 degrees F for interiors, 50 degrees F for exterior; unless required otherwise by manufacturer's instructions. PART 2 PRODUCTS 0A,Ft1J wril-,4 A. Benjamin Moore Paints. B. Pittsburgh Paints. C. Pratt & Lambert Paints. D. Substitutions: Under provisions of Section 01600. 2.02 MATERIALS A. Coatings: Ready mixed; Process pigments to a soft paste consistency, capable of being readily and uniformly dispersed to a homogeneous coating. B. Coatings: Good flow and brushing properties; capable of drying or curing free of streaks or sags. C. Accessory Materials: Linseed oil, shellac, turpentine, paint thinners and other materials not specifically indicated but required to achieve the finishes specified, of commercial quality." 2.03 FINISHES A. Refer to schedule at end of Section for surface finish and color schedule. PART 3 EXECUTION 31.01 INSPECTION A. Verify that substrate surfaces are ready to receive work as instructed by the product manufacturer. B. Examine surfaces scheduled to be finished prior to commencement of work. Report any condition that may potentially affect proper application. C. Beginning of installation means acceptance of existing surfaces. 09900 - 2 3.02 PREPARATION A. Remove electrical plates, hardware, light fixture trim, and fittings prior to preparing surfaces or finishing. B. Correct minor defects (nail holes and cracks) and clean this Section. surfaces which affect work of C. Shellac and seal marks which may bleed through surface finishes. D. Impervious Surfaces: Remove mildew by scrubbing with solution of tri-sodium phosphate and bleach. Rinse with clean water and allow surface to dry. E. Gypsum Board Surfaces: Latex fill minor defects. Spot prime defects after repair. 3.03 PROTECTION A. Protect elements surrounding the work of this Section from--damage or disfiguration. B. Repair damage to other surfaces caused by work of this Section. C. Furnish drop cloths, shields, and protective methods to prevent spray or droppings from disfiguring other surfaces. D. Remove empty paint containers from site. 3.04 APPLICATION A. Apply products in accordance with manufacturer's iii.%tructions . B. Do not apply finishes to surfaces that are not dry. Q. Apply each coat to uniform finish. j.05 CLEANING A. As work proceeds, promptly remove paint where spilled, splashed, or spattered. B. During progress of work, maintain premises free of unnecessary accumulation of tools, equipment, surplus materials, and debris. C. Collect cotton waste, cloths, and material which may 09900 - 3 constitute a fire hazard, place in closed metal containers and remove daily from site. 3.06 SCHEDULE - EXTERIOR SURFACE A. Building Entry Doors. 1. Touch up with primer. 2,. Two coats alkyd enamel, semi -gloss. Trash Enclosure: 1. one coat alkyd primer. 2. Two coats alkyd enamel. 3ti 07 SCHEDULK - INTERIOR SURFACES A. Gypsum Board -Existing Walls. 1, One coat latex primer, low sheen eggshell. B. Gypsum Board -New Walls. 1. one coat latex primer. 2. One coat latex, low sheen eggshell. Gypsum Board -Existing Textured Ceilings. 1. One coat latex, flat,. END OF SECTION 09900 - 4 E. Store paint materials at minimum ambient temperature of 45 degrees F and a maximum of 90 degrees F in well ventilated area, unless required otherwise by manufacturer's instructions. F. Take precautionary measures to prevent fire hazards and spontaneous combustion. 1.03 ENVIRONMENTAL REQUIREMENTS A. Provide continuous ventilation and heating facilities to maintain surface and ambient temperatures about 45 degrees F for 24 hours before, during, and 48 hours after application of finishes, unless required otherwise by manufacturer's instructions. r 1 09910 - 1 e SECTION 09910 WOOD FINISHING PART 1 GENERAL INCLUDED 1.01 WORK A. Surface preparation of all existing and new trim casing. B. Surface preparation of all existing kitchen cabinets, both interior and exterior surfaces. C. Refinish wood trim, casing and kitchen cabinets, both interior and exterior surfaces. 1.02 DELIVERY, STORAGE, AND HANDLING A. Deliver products to site under provisions of Section 01600. B. Store and protect products under provisions of Section 01600. C. Deliver products to site in sealed and labeled containers; inspect to verify acceptance. D. Container labeling to include manufacturer's name, type of product, brand name, brand code, coverage, surface preparation, drying time, cleanup, color designation, and instructions for mixing and reducing. E. Store paint materials at minimum ambient temperature of 45 degrees F and a maximum of 90 degrees F in well ventilated area, unless required otherwise by manufacturer's instructions. F. Take precautionary measures to prevent fire hazards and spontaneous combustion. 1.03 ENVIRONMENTAL REQUIREMENTS A. Provide continuous ventilation and heating facilities to maintain surface and ambient temperatures about 45 degrees F for 24 hours before, during, and 48 hours after application of finishes, unless required otherwise by manufacturer's instructions. r 1 09910 - 1 e PART 2 PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS A. Benjamin Moore Paints. B. Glidden Paints. C. Pittsburgh Paints. D. Pratt & Lambert Paints. E. Substitutions: Under provisions of Section 01600. 2.02 FINISHES A. Refer to schedule at end of Section for surface finish. PART 3 EXECUTION 3.01 INSPECTION A. Verify that substrate surfaces are ready to receive work as instructed by the product manufacturer. B. Examine surfaces scheduled to be finished prior to commencement of work. Report any condition that may potentially affect proper application. C. Beginning of installation means acceptance of existing surfaces. 3.02 PREPARATION A. Remove existing varnish from existing kitchen cabinets with stripper. B. Lightly hand sand kitchen cabinets, both interior and exterior. C. Lightly hand sand existing and new trim and casing. Sand off all existing paint spatters. 3.03 PROTECTION A. Protect elements surrounding the work of this Section from damage or disfiguration. B. Repair damage to other surfaces caused by work of this Section. 09910 - 2 C. Furnish drop cloths, shields, and protective methods to prevent spray or droppings from disfiguring other surfaces. D. Remove empty product containers from site. 3.04 APPLICATION A. Apply products in accordance with manufacturer's instructions. B. Do not apply finishes to surfaces that are not dry. C. Apply each coat to uniform finish. 3.05 CLEANING A. As work proceeds, promptly remove product where spilled, splashed, or spattered. B. During progress of work, maintain premises free of unnecessary accumulation of tools, equipment, surplus materials, and debris. C. Collect cotton waste, cloths, and material which may constitute a fire hazard, place in closed metal containers and remove daily from site. 3.06 SCHEDULE - INTERIOR AND WOOD FINISHING A. Existing kitchen cabinets - both interior and exterior surfaces. 1. Strip off existing varnish; citris stripper. 2. Light hand sanding. 3. Two coats polyurethane; flat sheet; Glidden Woodmaster polyurethane. B. Existing trim and casing. 1. Light hand sanding. 2. One coat polyurethane; flat sheet; Glidden Woodmaster Polyurethane. C. New trim, casing, doors, frames and windows., 1. One coat stain to match existing wood stain, Glidden Endurance Semi -Transparent acrylic stain. 2. Two coats varnish; flat sheet; Glidden Woodmaster polyurethane. End of Section 09910 - 3 SECTION 10800 TOILET AND BATH ACCESSORIES IPART 1 GENERAL 1.01 WORK INCLUDED A. Furnish and install new toilet and bath accessories as indicated on Drawings. 1 PART 2 PRODUCT 2.01 ACCEPTABLE MANUFACTURERS A. Accessory Specialties, Inc. B. American Dispenser Company C. Bobrick Washroom Equipment Co. D. Bradley Company E. Parker McKinney F. American Dispenser Company G. Accessory Specialties H. Tubular Specialties Mfg., Inc. I. Nutone Hallmark J. Miami -Carey Company K. McKinney/Parker 2.02 MATERIALS A. Recessed Medicine Cabinet with Mirror: 14" by 18" recessed cabinet with 16" by 22" framed plate glass mirror, molded plastic cabinet body, magnetic door catches and two fixed shelves. Acceptable models: ' 1. Miami Carey: Stainless Steel Framed Mirror, Model CR -180. 2. Triangle Home Products, Inc.: The Galaxy (B7721- 93) 3. Comparable model of other specified manufacturers. B. Towel Bars: 3/4" square stainless steel with concealed fasteners. 1. Size: As indicated on Drawings. C. Toilet Paper Holders (TP): Surface mounted chrome plated holders and roller. Model 8011. 1. Miami Carey 2. Bobrick Model No. B-685. 10800 - 1 1 3. Comparable model of other specified manufacturers. D. Shower Curtain Rods 6 Feet and Less: 1" fixed length seamless 20 Ga. polished chrome rod with stainless steel screws. Concealed screw mounting. Lengths as indicated on Drawings to match shower opening. Note special lengths. 1. Miami -Carey Model No. 8067. 2. Bobrick Model No. B-210. 3. Comparable model of other specified manufacturer. E. Robe Hook: Chrome plated double robe hook. Provide as indicated on Drawings, but not less than one at each bathroom and public restroom. 1. Miami -Carey Model No. 8032. PART 3 EXECUTION 3.01 EXAMINATION A. Verify that site conditions are ready to receive work and dimensions are as indicated on shop drawings. B. Beginning of installation means acceptance of existing conditions. 3.02 PREPARATION A. Deliver inserts and rough -in frames to site at appropriate time for building -in. B. Provide templates and rough -in measurements as required. C. Verify exact location of accessories for installation. 3.03 INSTALLATION A. Install fixtures, accessories and items in accordance with manufacturer's instructions. B. Install plumb and level, securely and rigidly anchored to substrate. End of Section 10800 - 2 l� SECTION 11450 RESIDENTIAL EQUIPMENT PART 1 GENERAL 1.Q1 WORK INCLUDED A. Work in this Section to be performed by Owner. B. Furnishing of kitchen -.appliances to include: l.. Standard comas range. 2. Refrigeratdrlfreezer. 3. Range hood. 4. Grease shields. 5. Through wall A/C sleeves. iPART 2 PRODUCTS L I I 11 11450 - 1 2.01 ACCEPTABLE MANUFACTURERS A. Sears. B. General Electric. C. Hotpoint.- D. White Westinghouse. E. Carrier. 2.02 EQUIPMENT A. Freestanding 2 inch standard gas range; front controls with 4 elements,-. white color; similar to General Electric Model #JGASOEN. B. Refrigerator/Freezer: 11.0 cubic feet capacity; double door no -frost unit with top freezer; white color; similar to General Electric Model #TDXIISNS. C. Range Hood: Two speed fan; 20 inch wide; 3-1/4" x 10" exhaust duct with built-in back draft damper; one incandescent lamp; aluminum filter; white color. D. Grease Shields. Baked enamel on steel to match color of appliances; 20 inch wide x 24 high; provide grease shields behind all ranges and at sides where directly adjacent to wall. L I I 11 11450 - 1 E. Through Wall Air Conditioner Sleeves: Size to be determined by A/C units. Verify exact size with Owner. PART 3 EXECUTION Not Used. End of Section 11450 - 2 SECTION 12390 RESIDENTIAL CASEWORK IPART 1 GENERAL PART 2 PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS A. Any manufacturer complying with the descriptive requirements specified herein. 2.02 GENERAL A. Cabinet Configuration: Manufacturer's standard sizes, as far as possible, to fit space requirements and sizes indicated on Drawings and specified herein, complete y� with all required hardware. s 1. Bathroom Vanity Cabinets: Nominal 21" deep and 31" high to top of counter, as indicated on Drawings. 2. Kitchen Pantry Cabinets. Nominal 24 deep x 24u wide with adjustable shelves full depth of cabinet (4 in lower section). B. Exposed End Panels: Oak, plywood with same finish as door panel. 12390 - 1 1.01 WORK INCLUDED A. Remove existing vanity cabinets and tops as indicated on Drawings. - B. Coordinate removal of existing sinks and faucets with Mechanical Contractor. C. Installation of new vanity cabinets, vanity tops, kitchen countertops, and kitchen pantry cabinets as indicated on Drawings. 1.02 SUBMITTALS A. Submit product data under provisions of Section 01300. B. Include components dimensions, profiles, finishes and hardware. C. Submit manufacturer's installation instructions under provisions of Section 01300. PART 2 PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS A. Any manufacturer complying with the descriptive requirements specified herein. 2.02 GENERAL A. Cabinet Configuration: Manufacturer's standard sizes, as far as possible, to fit space requirements and sizes indicated on Drawings and specified herein, complete y� with all required hardware. s 1. Bathroom Vanity Cabinets: Nominal 21" deep and 31" high to top of counter, as indicated on Drawings. 2. Kitchen Pantry Cabinets. Nominal 24 deep x 24u wide with adjustable shelves full depth of cabinet (4 in lower section). B. Exposed End Panels: Oak, plywood with same finish as door panel. 12390 - 1 C. Bathroom Vanity Cabinets: Need not have back panels if set flush with wall but shall have bottom same as other base panels. Verify clearance for sinks with sink supplier. If side of cabinet framing members need to be cut to allow clearance for sink anchorage clips, reinforce side panel with comparable size member laminate to side panel below anchor clip. 2.03 DRAWER AND DOOR FRONTS A. Door Fronts: Prefinished solid oak mortised and tenoned door frames with flat 3 ply red oak plywood insert. 2.04 CONSTRUCTIONS A. Face Frames: 3/4" thick red oak. Stiles and rails shall be mortised and tenoned, construction doweled or double screwed on back sides. B. Cabinet Side Panels: 1/2" veneer plywood. If exterior is exposed or as indicated on Drawings for finished end panel, provide oak veneer. 2.05 FINISH A. Finish shall be pre -finished manufacturer's standard synthetic polymer coating. B. Exact stain color as selected by Architect from manufacturer's stain color selection. 2.06 HARDWARE A. Hinges: Manufacturer's standard. B. Door Pulls: Integral finger grip as part of door frame. 2.07 VANITY TOPS A. Vanity Tops: Cast filled polyester (cultured marble) tops (22" deep) complete with a 17" x 13" x 16" deep integral oval shaped basin, straight edge and integral 4" backsplash. B. Acceptable manufacturers are: 1. Lippert. 2. Spartan Manufacturing. 3. Romarco. 4. Other manufacturers complying with requirements specified herein. 12390 - 2 ' C. Cultured marble, 3/4" thick composed of not more than 75% granular marble and not less than 25% cure polyester resin with a clear sanitary gel coat. All material ' shall comply with CMI LS -2-76, ANSI Z-124.3. D. Provide cutout for sinks and fittings as specified under ' mechanical specifications. E. Extend gel coat through drain area. F. Color to be selected from manufacturer's full range of colors. One color throughout project. 2.08 KITCHEN COUNTERTOPS A. Kitchen Countertops: Coved post -formed tops constructed of 3/4" core board with narrow radius backsplash, and rolled front with 3/4" thick core board. Provide continuous tops with mitered corners as follows: 1. Plastic Laminate: Post -formed grade PF -40 (0.40" thick) . ' 2. Self -edging at all exposed faces, including edges and ends. 3. Continuous tops without seams except at mitered corners. 4. Endsplash pieces where countertop butts up to side wall. Ship loose for field installation. B. Make cutouts for sink and plumbing trim. Seal edges of cutouts. C. Nails, Bolts, Nuts, Lags, Pins, and Screens: Size and type to suit application. PART 3 EXECUTION 3.01 PREPARATION A. Remove existing medicine cabinets and vanity cabinets and tops as indicated on Drawings. B. Repair any damage to existing wall surface before starting installation of medicine cabinet, vanity cabinet and tops. 3.02 CABINET AND TOP - INSTALLATION A. Install plumb, level, true and straight with no distortions. Shim as required using concealed shims. Where cabinets abut other finished work, scribe and cut for accurate fit. Before making cutouts, drill pilot holes for corners. Field scribe extended stiles as necessary to fit cabinets to walls, and floors. 1 12390 - 3 B. Anchor cabinets securely in place with concealed fasteners, anchored into structural support members of wall construction. Comply with manufacturer's instructions for support of units. C. Attach tops securely to base units. D. Complete hardware installation and adjust doors and drawers for proper operation. END OF SECTION 12390 - 4 1 1 1 1 i 1 SECTION 15300 INSULATION PART 1 - GENERAL 1.01 WORK INCLUDED A. Provide labor and materials for thermally insulating all exposed hot piping from boiler and water heater. PART 2 - PRODUCTS 2.01 PIPE INSULATION A. Hot Piping Insulation: 1. Hot Water Heating Supply and Return: a. One or two piece molded fiberglass pipe insulation, 3 lb. per cu. ft. density, with all service jacket, with or without self- sealing lap. b. Thickness: Insulation Pipe Size Thickness 2" and smaller 1° 2-1/2" and larger 1-1/2" C. Fittings: Precut fiberglass pipe insulation with PVC fitting covers, Zeston, Johns Manville, or approved equal. PART 3 - EXECUTION 3.01 PIPE INSULATION INSTALLATION A. Apply insulation to clean, dry surfaces. B. Hot Piping Insulation: 1. Seal jacket and end flaps with adhesive or use self-sealing system. 2. Apply 3/4 pound density fiberglass blanket to fittings, valves and flanges, and cover with PVC pre -molded fitting covers. END OF SECTION 15300 - 1 i 1 r� i 1 1 SECTION 15400 PLUMBING PART 1 - GExERAT, 1.01 WORK INCLUDED A.. Provide labor and furnishing all material, fixtures and equipment including minor items pbviously necessary for complete and functioning systems. 1.02 STANDARDS A. Comply with all requirements of the Minnesota Plumbing Code. PART 2 - PRODUCTS 2.Q1 PIPE AND PIPE FITTINGS A. Furnish and install pipe and fittings required to connect fixtures and equipment. 1. Cold and Hot Water in Building Above Ground: a. 3" and Smaller Sizes: Type L hard drawn copper tubing and wrought copper solder fittings joined using 95-5 Bridgit solder. Short connections to fixtures and equipment may be Type L soft drawn copper. 2_.02 PLUMBING FIKTTURES AND TRIM A.. Furnish and install plumbing fixtures and trim where indicated on the Drawings by the designating fixture "F" type specified below. B. Insofar as is possible, all plumbing fixtures, fittings, faucets, trim and traps shall be from a single manufacturer; American Standard, Crane, Kohler, or approved equal - Eljer, Universal Rundre, Gerber, Republic, Elkay, Just, Kimstock, Snyder, Oasis are acceptable. 1. Kitchen Sink; a. Stainless steel with high lustre finish: 22 gauge metal thickness; double compartment; 33" 15400 - 1 x 2" x 711; countertop self -rimming with four faucet holes on 4" centers. b. Faucet: Single handle kitchen faucet with hose sprayer; washerless design; solid brass construction; water saver aerator, Eljer model #NL1400VP or comparable model from other acceptable manufacturer. C. Strainer: Stainless s�eel perforated grid strainer and tailpiece. d. Drain: Brass "P" trap, escutcheon plate. a-. Bathroom Faucet: a. Faucet: Double handle faucet with pop-up drain assembly; washerless design; solid brass construction; water saver aerator. Eljer model #NC8300VP or comparable model from other acceptable manufacturer. b. Drain: Brass "P" trap, escutcheon plate. 3. Shower: a. Shower Faucet and Mixing Valve: ■ b. Shower Head: Chrome finish; solid brass ■ construction; water saver with 2.5 G.P.M.; adjustable spray. PART 3-- EXECUTION 3.01 FIXTURE INSTALLATIONS ■ A. Fixtures shall be furnished, set-in place and properly connected, complete in every detail, to soil, waste, vent ■ and water pipes. Fixtures shall be rigid, set plumb, level and true. B. Particular care shall be exercised in hanging fixtures, especially lavatories, to assure rigidity and permanence. This Contract will be held responsible for the secure mounting of lavatories on the hangers and any breakage resulting from improper installation of any fixture. C. Correctly faced inlets for fixtures shall be provided. ■ 15400 - 2 ■ 1 t D. Fixture wastes, other than water closets and trap standard fixtures, shall be connected to waste lines with an iron ferrule and threaded pipe. END OF SECTION 15400 - 3 i 1 t I 11 t 1 1 SECTION 15700 FINNED TUBE RADIATION PART 1 GENERAL 1.01 WORK INCLUDED A. Replacing and/or repairing existing finned tube radiation heating elements and radiation covers. B. Cleaning and flushing of completed heating system. PART 2 PRODUCTS 2.01 PIPE AND PIPE FITTINGS A. Furnish and install pipe and fittings required to connect equipment. B. Heating Hot Water Supply and Return: 1. Type L hard drawn seamless copper tubing and cast bronze solder fittings joined using 95-5 solder. 2.02 FINNED TUBE RADIATION A. Furnish and install new finned tube radiation as indicated on drawings; finned tube style and size to match existing finned tube radiation as close as possible. 1. Heating elements shall be copper with mechanically bonded square aluminum fins. B. Furnish and install new finned tube radiation enclosure covers as indicated on drawings; match enclosure cover design with existing enclosure covers as close as possible. 1. Enclosures shall be rigid with snap -lock or tongue and groove attachment method. 2. Include underlap inside and outside corners, end pieces. PART 3 EXECUTION 3.01 PIPING INSTALLATION A. General 1. All piping up to 2" inclusive shall be reamed after cutting. 15700-1 2. All piping shall be blown out with compressed air or otherwise cleaned internally immediately prior to installation into the pipe line. 3. Changes in pipe sizes shall be made with reducing elbows, reducing tees or increaser. Increasers may be concentric. Reduces shall be eccentric, flat on top for water, flat on bottom for steam. B. Heating Hot Water Piping: 1. Pitch 1/8" per 10 feet minimum for drainage and air elimination. 3.02 PIPE SLEEVES A. Provide pipe sleeves where pipes pass through walls. Sleeves shall be zinc -coated sheet metal. B. Space between piping tubing or insulation and the sleeve shall be not less than 1/40. Seal the annular space between the pipe or tubing and the sleeve with 3M Brand fire barrier caulk or putty. 3.03 PLATES A. Provide chrome plated cast iron escutcheon plates at floor, wall and ceiling penetrations of uninsulated pipe in finished areas. 3.04 FINNED TUBE RADIATION A. Install finned tube radiation elements and enclosures in accordance to manufacturer's instruction. B. Securely re -attach finned tube radiation enclosures that are loose or off. END OF SECTION 15700-2 fl t SECTION 15800 1 VENTILATION SYSTEMS IPART 1 GENERAL ' 1.01 WORK INCLUDED 1 A. Furnish and install new bathroom exhaust fans. B. Furnish and install duct work for new kitchen range connector; similar to Broan Model No. S90. exhaust hoods. B. Duct Work: 26 gauge galvanized sheet steel in accordance C. Combustion air ducts for the boiler and water heaters including air intake louver and dampers. ' PART 2 PRODUCTS 2.01 MATERIALS ' A. Bathroom Exhaust Fans: Centrifugal fan; 90 CFM at 1.5 duct sones; metallic back draft damper; 4 inch dia. connector; similar to Broan Model No. S90. B. Duct Work: 26 gauge galvanized sheet steel in accordance with SMACNA duct construction standards; provide offsets, elbows, and transformations in duct work as required for ' a complete installation. C. Roof Cap: Aluminum housing; backdraft damper; ' birdscreen; 4 inch dia. duct connector; similar to Broan Model No. 644. D. Wall Cap: Aluminum housing; backdraft damper; ' birdscreen; 3-1/4 inch x 10 inch duct connector; similar to Broan Model No. 649. ' PART 3 EXECUTION 3.01 PREPARATION A. Remove existing bathroom exhaust fans. B. Verify conditions are ready to receive the work. C. Beginning of installation means acceptance of existing ' conditions. ' 15800 - 1 1 3.02 BATHROOM EXHAUST FAN - INSTALLATION A. Install each exhaust fan in accordance with manufacturer's written instructions. B. Extend exhaust duct work through roof of exterior wall as indicated on Drawings and terminate with a screened dampered hooded outlet. C. Coordinate electrical connection with electrical contractor.* End of Section 15800 - 2 ' SECTION 163.00 BASIC ELECTRICAL MATERIALS AND METHODS PART 1 GENERAL ' 1.01 ASSURANCE A. All material shall meet the requirements of the National Electrical Code (N.E.C.), National Electrical ' Manufacturers Association (NEMA) specifications and local codes and ordinances, and shall be Underwriter's Laboratories listed, where U.L. standards for such ' products exist. PART 2 PRODUCTS ' 2.01 CONDUCTORS - COPPER - 600V A. Conductors shall be of soft drawn, annealed copper, ' having a conductivity of not less than 98% of pure The copper. Conductors shall be NEMA Class B stranded. conductors shall conform to ICER and NEMA s=andards. ' B. The minimum size for wiring shall be #14 AWG copper, unless shown otherwise. All conductor si=es are based on copper with THWN insulation rated at not less than 75 deg C and suitable for wet and dry loci -ions unless noted otherwise. ' 2.02 BOXES AND DEVICES A. Boxes - Stamped Steel: ' 1. Outlet and junction boxes shall be of the stamped steel type. The boxes shall be sufficiently large for the equipment and number of conductors as dictated by the National Electrica= Code. The boxes shall bear the U.L. label. '-he coupl=ngs shall be gland, or set screw type. B. Wiring Devices - Specification grade: 1. Wiring devices shall be AC cuiet, NEMA specification grade, heavy duty unless other;•:ise specified. All devices shall meet Federal Specification W -G -596E and W -S -896E NEMA standard ' WD 1-4, and shall be listed by the ::nderwriter's Laboratories. The voltage rating shall be as required for the application. The devices shall ' have an ampacity of not less than 20 amps. 2. Wall plates in finished areas may be phenolic, color coordinated for the applicable area. 16100-1 PART 3 EXECUTION 3.01 CONDUCTOR INSTALLATION A. Conductors shall be installed using industry accepted techniques as defined by Underwriter's Laboratories, National Electrical Code, NEMA, ILEA, and other applicable standards. The Contractor shall use approved pulling compound where applicable. END OF SECTION 16100-2 1 ' . SECTION 16500 ' LIGHTING PART 1 GENERAL ' 1.01 DESCRIPTION A. The Contractor shall furnish and install all lighting ' fixtures indicated on the Drawings and in accordance with the f ixture. schedule . ' PART 2 PRODUCTS 2.01 FIXTURES ' A. All fixtures shall bear the seal of the Underwriter's Laboratories (U.L.). The seal shall be for the -type of area the fixtures is to be located in. B. On all fluorescent, or other fixtures that utilize ballasts shall be of the type where the starting current does not exceed the operating current. Ballasts on 1 fixtures that are located outside the building envelope shall be suitable for starting and operating at -20 deg F. All fluorescent light fixtures to have "energy saving" ballasts per applicable Code ' PART 3 EXECUTION 3,.01 GENERAL A_ The Contractor shall verify, prior to ordering the fixtures, that the fixture bears the LT. L-. labet and meets the requirements for the location where the fixtures are ' to be installed. B. The Contractor shall install fixtures in accordance with the manufacturer's recommendations and shall be mounted carefully and rigidly. The mounting of the fixtures shall be uniform in height and shall present a neat and workmanlike appearance. 3.02 FIXTURE SCHEDULE ' A. Fixture Type A: UL Listed; 4 foot long; 2 lamp; surface mounted; wrap-around clear acrylic prismatic lens; thermally protected safety ballast; energy saving 40 watt cool white lamps, similar to Lithonia Lighting Model No. LB 2 40 120 ES. 1 16500-1 B. Fixture Type B: UL Listed; incandescent bathroom vanity surface mounted; white opal wrap around glass lenses; ' baked enamel finish 4-3/4 inch high x 4-3/4 inch wide x 12 inch wide, 2 - 75 watt lamps, similar to Kichler Lighting Model No. K-462. C. Fixture Type C: UL Listed; incandescent ceiling globe ' surface mounted; white globe; baked enamel finish; 6 inch diameter x 7-1/2 inch high; 1 - 100 watt lamp, similar to ' Kichler Lighting Model No. K-216WH. D. Fixture Type D: UL Listed; high pressure sodium exterior wall pack; surface mounted; die cast aluminum ' construction with dark bronze polyester powder coat finish; clear high -impact resistant prismatic polycarbonate refractor; water -proofed; photo cell; 1-100 ' watt lamp; 7 inch high x 10 inch wide x 6 3/4 inch deep, similar to Lithonia Lighting Model No. TWP 100S-120 PE. E. Fixture Type E: UL listed for damp locations; ' incandescent; surface mounted; textured clear glass lens; baked enamel finish; 9-1/4 inch square x 5-1/4 inch high; 1-100 watt lamp; similar to Kichler Lighting Model No. K- ' 345 WH. F. Fixture Type F: UL listed for damp location; ' incandescent; surface mounted; white lexan globe; baked enamel finish; 6 inch dia.. globes 7-1/4 inch high; 1-100 watt lamp; similar to Kichler Lighting Model No. K-911 ' WH. G. Fixture Type G: UL listed; exit/emergency unit; exit light with two lamp heads; stencil face type; single ' face; red letter on white face; 120/277 volt; similar to Lithonia Quantum #H2M S W 1 RW 120/177 N. H. Replacement Lenses: Frost white round glass lens with ' thumb nut in center. Verify exact size with existing light fixture. END OF SECTION 1 16500-2 ' 0 SECTION 16700 SMOKE DETECTORS SYSTEM PART 1 - GENERAL ' 1.01 DESCRIPTION A. Smoke detectors shall be furnished and installed complete in operation condition. All equipment shall bear the U.L. label and shall be approved by the appropriate -governing bodies. ' PART 3 - EXECUTION 3.01 GENERAL A. All smoke detectors shall be installed in strict accordance with the manufacturer's instructions. I END OF SECTION 1 ' 16700 - 1 PART 2 - PRODUCTS ' 2.01 SMOKE DETECTOR SYSTEM A. Detectors shall be installed as shown on the Drawings. B. Smoke detectors shall be of the photocell type. Photocell type detectors shall operate when light is scattered into the view of a photo conductive cell. The ' unit shall contain air filter control to prevent nuisance tripping. The unit shall have an indicator light. ' C. The unit shall contain batteries for emergency operation. As a minimum, the batteries shall be capable ' of operating the system for the minimum time required by applicable codes. ' PART 3 - EXECUTION 3.01 GENERAL A. All smoke detectors shall be installed in strict accordance with the manufacturer's instructions. I END OF SECTION 1 ' 16700 - 1 i 1 16770, IINTERCOMH SYSTE_. PART 1 GENERAT 1.01 W(_)R.K INCLUDED ' A. Furnish and install door answering intercommunication system= PART 2 PRODUCTS ' PART 3 EXEMMON 32.01 TNSPECTTON IA. Verify conditions are ready to receive the work. B. Beginning of installation means acceptance of existing conditions, 3.02 TNSTATIATTQN A, Tnstall door answering intercommunication system in accordance with manufacturer's written instructions, R. All wiring shall he concealed, 16770 - 1 1 2_01 -HATFRTAT S A- Door Answering Intercommunication System: UT listed for damp locations-; low voltage with transformer; recessed mounted. 1. Entrance station shall have speaker with adequate call_ gush buttons for one push button for each apartment. Entrance station shall he a self- contained unit_ 2. Apartment station shall be surface mounted with speaker and push button with chime sounding when. caller presses entrance call ;button- 1 3, Power supply/transformer shall be provided as required by door answering intercommunication system. PART 3 EXEMMON 32.01 TNSPECTTON IA. Verify conditions are ready to receive the work. B. Beginning of installation means acceptance of existing conditions, 3.02 TNSTATIATTQN A, Tnstall door answering intercommunication system in accordance with manufacturer's written instructions, R. All wiring shall he concealed, 16770 - 1 1 C. Power supply/transformer shall be located in laundry room and connect ;�o 120V power from public area circuit breaker panel. Enc of Section, 16770 - 2 1 1 1 1 1 1 1 1 1 1 16125353007 16125353007 P.02 SEP -26-95 TUE 10:47 DARWIN L I NDAHL_ ARCH. Darwin Lindahl-.Ardsitect 3836 Hampshire Avenue N. MjnneapoA MN SS427 Telephone 1(612)_535-3607 Fax 1(612)536-9549 MATE: Sept. 22, 1995 TO: Mr. Robert Roach - Acting Building Official City of Fridley FROM: Darwin Lindahl - Architect SUBJECT: Code requirements for Renovation of Cid View Apartments located at 330 58th Place N.E., Fridley, MN File No: 9503 The following are responses to the letter dated May 17, 1995 by Mr. John. Palacio, past Chief Building Official. Ager meeting with the Fire Marshall and yourself concerning these and 1994 UBC code issue, I believe the followiarg responses should satisfy these concerns. 1. Exit and Emergency ]Escape: The existing windows are being replaced, and each bedroom. has at least one operable window that meets the 1994 UBC Section 310, paragraph 310.4_ This building is built on a sloping site, and allwindows have finish window sills less than 44 inches above the floor, with a minimum net clear operable area of 5.7 square feet. 2. Corridor Wall Construction: Under the provisions of the 1994 Uniform Code for tr Biulding Conservation Section. 402-11fe Safety, paragraph 402.4, and Nkaesota Fire Safety ,Amendments Appendix I -A Section 2(c) both acimowledge that a partition constructed of 2x4's with 1/2" gypsum board on both sides in good condition is recognized as a permitted partition assembly in lieu of 1 hour construction. 3. Extension of Handrails: Appendix Chapter 3 of the 1994 Uniform Code for Building Conservation states that existing buildings need not be modified for accessibility if the scheduled work does not exceed 50 perceat of the assessed valise of the property, which is would be the case. Also, Section A304.3.3 of the 1994 uniformed code for Building Conservation does not require frill extensions to the handrags when such extensions would be hazardous or impossible due to plea coaa£iguratiom This applies to both of the stairs, having either no walLs to fasten to, or would project into an apartment entry door, or project into a stair landing thus not meeting stair landing minimum depth_ 16125353007 SEF' -26-95 TUE 10:48 DARWIN LINDAHL ARCH. 16125353007 P.03 Mr. Robert Roach, Acting Building Official, Fridley, MN Re: Code requirements for Renovation of Citi View Apartments located at 380 58th Place N.E., Fridley, MN page 2 4. Opening of electrical boxes: All existing electrical outlets will remain in their present location. All new electrical outlets wain conform to UBC 4304(1988 edition). S.Anti-scald devices: All shower devices will be anti -scald. b. Penetrations of wall and floor assemblies: All penetrations of either the wall or floor assemblies that are uncovered due to replacement of plumbing fixtures will be, sealed with an approved material. However, it is not possible to seal any penetration that may exist but not uncovered, these will remain as is. 7. Roof covering materials: All roofs scheduled for replacement will have a class A fiberglass shingle installed. 8. Smoke Detectors: Smoke detectors will be located in all public corridors and laundry rooms. Also, smoke detectors will be located in the hallways of each living unit. Since the adoption of the 1994 edifion of the UBC, each sleeping room in all living units will have a battery powered smoke detector. 9. plashing and counterflashivag: All exterior openings exposed to the weather will be properly flashed. 10. Safety glazing: All glass next to doorways will be tempered. 11. RoofDrainage: All downspouts from the roof will drain directly onto the property which the building is located. 1.2. Gates at landings: The front stair landing leading to the lower level will be provided. with a self-closing metal gate. Thus restricting people exiting the building in an emergency from traveling to the lower level instead of out the buildings front entrance. I trust that these items of concern have been addressed to your satisfaction. If you have any further questions regarding this .matter please give me a call. cc: Jeff Johnson - Anoka County Cormuoity Action. Program, Inc. CITY OF FRIDLEY INSPECTION DIV. Effective On August 1, 1995 6431 University Ave NE Fridley, MN 55432 APPLICATION FOR POWER PLANTS AND HEATING, COOLING, VENTILATION, 572-3604 REFRIGERATION AND AIR CONDITIONING SYSTEMS AND DEVICES JOB ADDRESS 380 57th Place City View Apartments RATE SCHEDULE Units 1, 2, 3 and 4 The undersigned hereby makes application for a permit for the work herein Residential Rate TOTAL specified agreeing to do all work in strict accordance with the City Codes and Furnace Shell and Duct Work, Burner — rulings of the Building Division, and hereby declares that all the facts and Also Replacement Furnace $ 30.00 $ representations stated In this application are true and correct. (Side Vent — Fill Out Back) _ 10-2-95 .1995 Gas Piping (Needed with new furnace) $ 10.00 $ OWNER Anoka County Community Action Program Gas Range $ 10.00 $ 1 BUILDING USED AS dwelling Gas Dyer $ 10.00 $ ESTIMATED COST 2100.00 PERMIT NO. o *Air Conditioning - All Sizes $ 25.00 $ DESCRIPTION OF FURNACE AND OR BURNER All O&ers/Repairs & Alterations (LIST ON BACK) 1% of Value of Appliance or Work $ No. of Heating Units Circle One (Steam) (Hot Water) (Warm Air) Trade Name Size No.- Commercial/Industrial BTU HP EDR 1.25% of Value of Appliance or Work $ 26.25 Fuel Total Connected Load Install owner furnished rangge hoods vent caps and range exhaus4tate Surcharge $ .50 Burner Trade Name Size No. ducts BTU HP EDR TOTAL FEE $ 26.75 HEATING CO PANY laine Heating, Air Cond & ELect MINIMlJM FEE FOR ANY HEATING/COOLINGNENTI_LATION 2 Central Afonue N.E. Anoka REFRIGERATION/AIR CONDITIONING PERMIT IS $25.00 Signed. By tel No. 757-6200 PLUS THE $.50 STATE SURCHARGE REINSPECTION FEE $42.00/Hr Approved B Rough -In Date Final Date *Air Conditioners can not be placed in a side yard without FILL OUT BACK SIDE FOR STACK VERIFICATION ON written permission from adjoining property owner. REPLACEMENT FURNACE Remarks: Y e► t 1 41• HEATING CO: Signed By: Date: 4% CHIMNEY AND STACK VERIFICATION The undersigned hereby verifies that the existing chinmey or stack: 1. Has been carefully examined Yes( No ( ) 2. Is free from nest or deterioration Yes O No ( ) 3. 'Has nd. lbreign objects lodged within Yes () No .( ) 4. Is secutely supported Yes O No ( ) 5. Meets current Code requirements for size and toBTU's connected Yes( ) No ( ) 6 Has to hating BTU's of All oth B� TOTAL BTU's 7. Has a liner been provided for water heater Yes () No ( ) 8. Has combustion air been provided for water heater Yes( No ( ) Remarks: Y e► t 1 41• HEATING CO: Signed By: Date: 4% 6431 University Ave NE Fridley, MN 55432 572-3604 APPLICATION FOR PLUMBING AND GAS FITTING PERMIT MARK NUMBER OF FIXTURES TO BE INSTALLED ON EACH FLOOR PLUMBING FIXTURE RATES: NO. RATE TOTAL JOB ADDRESS 380 57th Place N.E. New Fixtures $ 7.00 Old Opening, New Fixture $ 4.00 Beer Dispenser $ 5.00 Blow Off Basin $ 7.00 Catch Basin $ 7.00 Rain Water Leader $ 7.00 Sump/Receiving Tank $ 7.00 Water Treating Appliance $10.00 Water Heater —Electric $ 7.00 Water Heater — Gas $10.00 Gas Range $10.00 Gas Dryer $10.00 Back Flow Preventer Required ( )Yes () No Type $5.00 Reinspection Fee $30.00 ALL OTHERS AND/OR REPAIRS AND ALTERATIONS 1 % of Value of Fixture or Appliance (. Q(- State Surcharge �-4- .50 TOTAL FEE cam' -v• The undersigned hereby makes application for a permit for the work herein specified agreeing to do all work in strict accordance with the city codes and rulings of the Building Division, and hereby declares that all the facts and representations stated in this application are true and correct. 10/17 , 199.. - Owner Building Used As Apartment Estimated Cost $ 6,485.00 PERMIT NO. PLUMBING COMPANY Ryan Plumbina & Heatina Co. SIGNED BY Approved Rough -In Date MINIMUM FEE FOR ANY PLUMBING/ PLUS THE $.50 STATE SURCHARGE TEL N0. (612)224-477 Final Date ;'l -T( IS S1 SUBJECT PERMIT_-_ City of Fridley AT THE TOP OF THE TWINS BUILDING PERMIT 5- r RECEIPT NO. COMMUNITY DEVELOPMENT DIV. L r PROTECTIVE INSPECTION SEC 3q � � l NUMBER REV DATE PAGE OF APPROVED BY CITY HALL FRIDLEY 55432 612-571-3450 910-F15 10/19/95 JOB ADDRESS 380 57 Place NE 1 LEGAL LOT NO. BLOCK TRACT OR ADDITION SEE ATTACHED DESCR. 12,13 6 City View Addition SHEET 2 PROPERTY OWNER MAIL ADDRESS ZIP PHONE Anoka County Community Action Program 3 CONTRACTOR MAIL ADDRESS ZIP PHONE LICENSE NO Hunerberg Construction 13705 26 Ave N PlyMouth MN 5 441553-0062 4 ARCHITECT OR DESIGNER MAIL ADDRESS ZIP PHONE LICENSE NO. Darwin Lindahl 535-3007 ENGINEER MAIL ADDRESS ZIP PHONE LICENSE NO 6 USE OF BUILDING 4 Unit Apartment 7 CLASS OF WORK ❑ NEW ❑ ADDITION IX ALTERATION ❑ REPAIR ❑ MOVE ❑ REMOVE 8 DESCRIBE WORK Interior Alterations 9 CHANGE OF USE FROM TO STIPULATIONS See notations on plan. Provide a hard surface parking area by October 1, 1996. PERMITS R SEPARATE t ��3iNC AND SIGNS'. PLS WIRING, HEATING, TYPE OF CONST. OCCUPANCY GROUP OCCUPANCY LOAD SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, HEATING, VENTILATING OR AIR CONDITIONING THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION ZONING SQ. FT. CU. FT. AUTHORIZED IS NOT COMMENCED WITHIN 60 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COMMENCED NO. DWLG. UNITS OFFSTREET PARKING I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION 4 STALLS GARAGES AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS VALUATION SURTAX AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED $71,700 $35.85 WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PERMIT FEE SAC CHARGE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CON- $712.25 Fire SC $71.70 STRUCTION OR THE PERFORMANCE OF CONSTRUCTION PLAN CHECK FEE TOTAL FEE $462.961 ti 161,282.76 SIGNATURE OF CONTRACTOR OR AUTHORIZED AGENT IDATEI PA Q Y VALID D THIS IS YOUR PERMIT DG INSP a D E _ SIGNATURE OF OWNER OF OWNER BUILDER) IDATEI Prepaid Plan Ciec k $ Estimated Cost $ ` Receipt # MY OF FPJD EY Effective 8/1/95 Construction Address -380 Q144' %e� Zoning Legal Description Owner & Address /�v�o4Ca C�a;n,,�►�w.e�Acktovo Tel . # •7� �� 147 OONTRACTOR &ADDRESS 1 ttue�h' cn. u,at O vv - 06(oZ rchi tact & Address "Dabw _.. - &Address , . ... _.....:. .... :Req. TYPE OF WORK [] New [] Addition M/Alteration v d Applicant Signature Tel # Date R' S— 7-45: BUILDING DIMMMC MS Width Height Sq. Ft._ # of Stories OFC. AREA: Length Width WHSE AREA: Length Width CyMM AREA: Length Width LIMIIrzVYCeil Height Sq. Ft. Height Sq. Ft. Height Sq. Ft. Sq. Ft. x $ Cost/Sq. Ft. = Valuation $ ) Sq. Ft. x $ Cost/Sq. Ft. = Valuation $ ) _ $ f- 7f;100 Sq. Ft. x $ Cost/Sq. Ft. = Valuation $ ) TOrI'AL VALUE Building Use a' :i Construction Typel Ooc upar Group <<i �'� ► "" Air Conditioning []Yes []No Fire Protection Provided []Yes []No Performance Bond Amount $ See Reverse for Schedule Received []Yes []No Permit Fee $/�•�-5 Plan Check $� Fire Surcharge $ i/. 74? State 9mc barge $ 3.5 SAC Charge $ /3 Erosion Control $ Park Fee $ Spec. Assessments $ Driveway Escrow $ qq 2L - TOTAL $ /2 Cif. 2 See Fee Schedule on Reverse Side In Excess of Prepaid Ammmt - See Reverse Side .001 x Permit Valuation (1/10th %) $.50/$1,000 Valuation (See Sched. for > $1 Million) $850 per SAC Unit (Plans to NWCC for determination) $450.00 Conservation Plan Review Fee Determined By Engineering Agreement Necessary [] Not Necessary [] feet x $13.50/foot DEC -21-1995 15:29 CA A" � C+ 1201 8 Avv enue I i I Mr. Scott Mckock City of Fridley RE: ACCAP's useo windows You are authorized to take to City projects. We are glad to be of assistanc Sincerel . i St en Klein Director of Tian and Anoka County Coromuni SKIjk P.01 JNTY COMMUNITY ACTION PROGRAM, INC. • Suite 345 • Blaine, MN 55434 - Phone 783-4747 • FAX 783-4700 • TTY 783-4724 Q A Urt tdC ft �Y December 21, 1995 used windows out of our renovation projects in Fridley to fix up If you need more call me on my pager at 229-4990_ ity Development Program AN EQUAL OPPORTUNITY EMPLOYER TOTAL P.01 FRIDLEY MUNICIPAL CENTER • 6431 UNIVERSITY AVE. N.E. FRIDLEY. MN 55432 -(612) 571-3450 • FAX (612) 571-1287 April 2, 1996 Darwin Lindahl 3836 Hampshire Avenue North Minneapolis, MN 55427 Dear Mr. Lindahl: V7 VxAt � This letter is in response to your'questions about the City View Apartments located at 380 --Place N.E., Fridley, MN. The City of Fridley performed a garage slab inspection prior to concrete placement. Sidewalks do not require an inspection, and there was no discussion as to the location of the sidewalk. Building permits for sidewalks are not required; therefore, the City would not hold the contractor responsible for incorrect placement or improper slope. If the contractor failed to comply with what was required to meet the Building Code, then the contractor would be held responsible. The problem with the sidewalk should be worked out `)y the owners and the contractor. If you have any other questions, please feel free to call me at 572-3604. Chief Building Official RJ:Is COUNTY OF ANOKA COMMUNITY HEALTH & ENVIRONMENTAL SERVICES DEPARTMENT Anoka County Government Center (612) 422-7030 2100 3rd Ave. FAX (612) 422-6988 Anoka, MN 55303-2264 March 19, 1996 Lutheran Social Services of Minnesota Ms. Pam Bloom 2485 Como Avenue St Paul MN 55108-1445 Dear Ms. Bloom: After review of your application to operate a Class III Lodging Establishment and inspection of the "City View" facility (at 380- 57th Place in the City of Fridley) we have determined that you do not need a lodging license from Anoka County. This determination is based primarily on the fact that the renovated 4 unit apartment building will continue to operate as four (4) separate one or two bedroom living units having no shared facilities (kitchen or bathroom). The residents will prepare their own meals and be responsible for maintaining their unit. Therefore, we are returning your check for the Please note that if there are any changes to operation, our office should be notified so that the need o obtain a license. oBernat tal Health Specialist losure cc: Fridley Building Inspector Affirmative Action / Equal Opportunity Employer application fee. this facility's we may evaluate CINOF FRIDLEY FRIDLEY MUNICIPAL CENTER • 6431 UNIVERSITY AVE. N.E. FRIDLEY, MN 55432 • (612) 571-3450 • FAX (612) 571-1287 May 15, 1996 Ms. Linda Gray ACCAP 1201 89 Ave NE Blaine, MN 55434 Re: 380 57 Place NE, Fridley, MN Dear Ms. Gray: There is adequate City water, City sewer, natural gas and electric at 380 57 Place NE. If you have any further questions, please feel free to contact me at 572-3602. Sincerely, RON JULWSKI BuildiAh Official RJ/mh SUBJECT City of Fridley AT THE TOP OF THE TWINS BUILDING BUILDING PERMIT NO. Ir? 16RECEIPT • COMMUNITY DEVELOPMENT DIV PROTECTIVE INSPECTION SEC ��r CITY HALL FRIDLEY 55432 NUMBER REV DATE PAGE OF APPROVED BY j 612-571-3450 910-F15 8/28/96 JOB ADDRESS 380 57 Place NE 1 LEGAL LOT NO. BLOCK TRACTOR ADDITION SEE ATTACHED DESCR. 12,13 6 City View Addition SHEET 2 PROPERTY OWNER MAIL ADDRESS ZIP PHONE ACCAP 3 CONTRACTOR MAIL ADDRESS ZIP PHONE LICENSE NO Top Gun Roofing 5014 Parrish Ave NE Rogers MN 428-4559 4 ARCHITECT OR DESIGNER MAIL ADDRESS ZIP PHONE LICENSE NO. 5 ENGINEER MAIL ADDRESS ZIP PHONE LICENSE NO. 6 USE OF BUILDING Duplex 7 CLASS OF WORK ❑ NEW ❑ ADDITION ❑ ALTERATION REPAIR ❑ MOVE ❑ REMOVE 8 DESCRIBE WORK Reroof Structure (22 Sq) Tear-off 9 CHANGE OF USE FROM TO STIPULATIONS Underlayment must comply with the State Building Code. TYPE OF CONST. OCCUPANCY GROUP OCCUPANCY LOAD SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, HEATING, VENTILATING OR AIR CONDITIONING. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION ZONING SO. FT. CU. FT AUTHORIZED IS NOT COMMENCED WITHIN 60 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COMMENCED. NO. DWLG. UNITS OFFSTREET PARKING I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION 2 STALLS GARAGES AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS VALUATION SURTAX AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED $.91 WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT $1,815 DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PERMIT FEE SAC CHARGE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CON- Fire SC $1.82 STRUCTION OR THE PERFORMANCE OF CONSTRUCTION $59.50 PLAN CHECK FEE TOTAL FEE License SC $5.00 $67.23 SIGNATURE OF CONTRACTOR OR AUTHORIZED AGENT IDATEI WHEN PROPE VALIDATED THIS IS YOUR PERMIT Aze, 467 BAG INSP f�� garE SIGNATURE OF OWNER0F OWNER BUILDERI IDATEI NEW ADDN (] CITY OF FRIDLEY ALTER (] SINGLE FAMILY AND DUPLEXES R-1 AND R-2 Building Permit Application Construction Address: Mu '5 / -� P(-- Y "' ' J'6j Legal Description: Owner N Contract Address: Effective 8/l/95 7d - Mn MN LICENSE # O Tel. # Yon Lts S!9. Attach to this application, a Certificate of Survey of the lot, with the proposed construction drawn on it to scale. DESCRIPTION OF IMPROVEMENT LIVING AREA: Length Width Height Sq. Ft. GARAGE AREA: Length Width Height Sq. Ft. DECK AREA: Length Width Hgt/Ground Sq. Ft. OTHER: — Corner Lot [ ] Inside Lot [ ] Ft. Yd Setback Side Yard Setbacks Type of Construction: Estimated Cost: $ _ Approx. Completion Date: � l 5 (Cost on Back) Driveway t Width Needed: F + 6 Ft = Ft $ _ $ Tel. #� DATE: a1 _ APPLICANT: CITY USE ONLY Permit Fee $ 5'%! _O Fee Schedule on Reverse Side Fire Surcharge $ l g,� .001 of Permit Valuation (1/10th%) State Surcharge $ .91 $.50/$1,000 Valuation SAC Charge $ $850 per SAC Unit License Surcharge $ 0 ® $5.00 (State Licensed Residential Contractors) Driveway Escrow $ Alt. "A" or Alt. "B" Above 0 Erosion Control $ $450.00 Conservation Plan Review Park Fee $ Fee Determined by Engineering Sewer Main Charge $ Agreement Necessary [ ] Not Necessary [ ] &� -Z� TOTAL STIPULATIONS: 01 SUBJECTT NO. City of Fridley 30153 AT THE TOP OF THE TWINS BUILDING PERMIT r RECEIPT NO. COMMUNITY DEVELOPMENT DIV. f PROTECTIVE INSPECTION SEC. 1 � 555`� 3 = CITY HALL FRIDLEY 55432 NUMBER REV DATE PAGE OF APPROVED BY 612-571-3450 910415 9/1/99 JOB ADDRESS 380 57th Place NE 1 LEGAL LOT NO. BLOCK TRACT OR ADDITION SEE ATTACHED DESCR. 1 12 & 13 6 Cit View Addition SHEET 2 PROPERTY OWNER MAIL ADDRESS ZIP PHONE ACCAP 783-4747 3 CONTRACTOR MAIL ADDRESS ZIP PHONE LICENSE NO Ovall Roofing F Const.Inc. 6730 213th Ave NW Elk River 55330 753-2959 20171344 4 ARCHITECT OR DESIGNER MAIL ADDRESS ZIP PHONE LICENSE NO. 5 ENGINEER MAIL ADDRESS ZIP PHONE LICENSE NO 8 USE OF BUILDING Commercial 7 CLASS OF WORK ❑ NEW ❑ ADDITION ❑ ALTERATION X99 REPAIR ❑ MOVE ❑ REMOVE 8 DESCRIBE WORK Reroof 4-Plex (18 Sq) Tear -off 9 CHANGE OF USE FROM TO STIPULATIONS Underlayment must comply with the State Building Code. SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, HEATING, TYPE OF CONST. OCCUPANCY GROUP OCCUPANCY LOAD VENTILATING OR AIR CONDITIONING. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION ZONING SO. FT CU FT. AUTHORIZED IS NOT COMMENCED WITHIN 80 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COMMENCED. NO DWLG. UNITS OFFSTREET PARKING I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION STALLS GARAGES AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS VALUATION SURTAX AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT $1573 .79 DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PERMIT FEE SAC CHARGE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CON- STRUCTION OR THE PERFORMANC 57, 05 Fire SC 1.57 S2CTION PLAN CHECK FEE TOTAL E Licens 5.00 3621 �3 ATURE OF CO R OR AUTHORIZE GENT iDATE.EN ROP ALIDAT D HIS IS R P RMIT � r S4N4TURE Of OWNERof OWNER BURDER3 tDATE, BLQ NSP MATE 01 NEW[ l ' Effective 5/10/99 ADDN [ ] CITY OF FRIDLEY ALTER [ ] SINGLE FAMILY AND DUPLEXES R-1 AND R-2 BUILDING PERMIT APPLICATION Construction Address: _ 57' C!eq Legal Description: nn Owner Name & dress: Tel. # Contractor: MN LICENSE # 7 �3 Address: j° 730 ��I� -� '� �o Tel. # &/;t -7,5-3-2-94-5 Attach to this application, a Certificate of Survey of the lot, with the proposed construction drawn on it to scale. DESCRIPTION OF roPROVEMENT T --*z o P;'— LIVING AREA: Length Width Height Sq. Ft. GARAGE AREA: Length Width Height Sq. Ft. DECK AREA: Length Width Hgt/Ground Sq. Ft. OTHER: ,. Construction Type: Estimated Cost: $� Driveway Curb Cut Width Needed: Ft. + 6 Ft = Ft x $ _ $ DATE: q1jtq4APPLICANT: Tel. CITY USE ONLY Permit Fee $ Fee Schedule on Reverse Side Fire Surcharge $ l �`"f .001 of Permit Valuation (1/10th%) State Surcharge $ % $.50/$1,000 Valuation SAC Charge $ $1050 per SAC Unit License Surcharge $ $5.00 (State Licensed Residential Contractors) Driveway Escrow $ Alt. "A" or Alt. "B" Above Erosion Control $ $450.00 Conservation Plan Review Park Fee $ Fee Determined by Engineering Sewer Main Charge $ Agreement Necessary [ ] Not Necessary [ ] TOTAL STIPULATIONS: