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1311 Santa Barbara Dr - 96-001081 (1996) (LAKE JENNIE APTS) (INTERIOR RENOVATIONS) DOCUMENTSSUBDIVISION: ZONE DATE PERMIT• iLOT NO. CONTRACTOR / p C C S l ' - BLOCK• IL II lI1/lltia LOCATIOI OWNER ADDRESS PHONE #i PLUMBING CONTRACTOR ADDRESS JOB COSTS L FEE S STATE NO. FEE S PHONE #f I 6ELECTRICAL CONTRACTOR /L 'Y Q p2. FEE s ADDRESS PHONE M r MECHANICAL CONTRACTOR ADDRESS PHONE #i MISCELLANEOUS CONTRACTOR ADDRESS SEPTIC TANK PERMIT NO. SOIL TEST REOUIREMENTS FINISHED FLOOR ELEVATION REOUIREMENTS ARCHITECTURAL APPROVAL DATE: t FEE *— SECTION: SOUARE FEET: MODEL: OCCUPANCY CLASS: INSPECTIONS TYPE DATE OK REJECT BY FEE ENERGY- SECT. EPI: ckq rAa 13 - MocL A a- f I H J :- 1 e 3 4 i CERTIFICATE OF OCCUPANCY /fir ISSUED ## DATE: _ I FINAL DATE 7 z/5_ _ _ --_ _ _ -- j•. n Tj t OWNER: ADDRESS: DATE: 8 — s 9 G REASON FOR DISAPPROVAL: CONDITIONAL AGREEMENT: S 6..; / • F+ o /Obvi n « 1ocs /.. y 96 S 7-Fool' Lv.e i% f• c..,Ierl a/ov a ..e<fc n o n., can./d ZO 6 ZO -%f ri %7' - 07 - u.<, curt, /.. /A /U UJr---_ a itnr i.rcaTG fo ( [/•l lS s:/:w.rdT..esc<,'sf llf/i..C•ni 1'Gt• FIRE DEPARTMENT PUBLIC WORKS UTILITIE ENGINEERING s/5 .vDATESTARTED: 7 / Q /' CITY OF SANFORD. FLORIDA Request for lrinal Cnsrectlon for'.. tifiGercale. Df Occupancy The Building Department has prepared a certificate of occupancy for the above location and is requesting a final -inspection. by your department.' After your inspection, please come to the Building -Department to sign -off -on the Certificate of Occupancy, or submit a certificate of occupancy addendum if it has-been denied. Your prompt attention will be appreciated:Thank you. DISTRIBUTION: Engineering Department, Fire Public works -7I Lig-k Utilities/Cross Connectio Zoning o P. m DATE STARTLD-. ' 7/s/sue CITY OF SWORD, FLORIDA Request for Final Inspection for': Ceriificat of Occupancy ADD The Building Department has prepared a certificate of. occupancy for the above location and is requesting a final inspection. by your department. - After your inspection, please come to the Building Department to. sign -off -on the Certificate of Occupancy, . or submit a certificate of occupancy addendum if it has been denied. your prompt_ attention will be appreciated. Thank you. DISTRIBUTION: Engineering Department Fire Public Works Utilities/Cross Connection Zoning G C 5/_ DATE STARTED: 241 5 CITY OF SANFORD. FLORIDA Requdst for Final Inspect -Ion for'.. Ce.rfific.at-af occupancy ADDRESS:: /j/ / The Building Department has prepared a certificate of occupancy for the above location and is requesting a final inspection by your department. After your -inspection, please come to the Building Department to sign -of f - on the Certificate of Occupancy, or submit'a certificate of occupancy addendum if it has been denied. your prompt attention will be appreciated. Thank you. DISTRIBUTION: Engineering Department . Fire Public Works Utilities/Cross Connection Zoning V DATE STARTED: MY OF SANFORD. FLORIDA nequdst for Final InsnectIon for:. certlfiic-at of -Occupancy ADDRESS: The Building Department has prepared a certificate of occupancy for the above .location and is requesting a final inspection by your department.' After your inspection, please.come to the Building Department to sign -off -on the Certificate of Occupancy, or submit'a certificate of occupancy addendum if it has been denied. Your prompt. attention will be appreciated. Thank you. DISTRIBUTION: Engineering Department. Fire Public Works utilities/Cross Connection Zoning DATE STARTLD: / w CITY OF SANFORD. FLORIDA R Guest for Final Inspection for:® Certiticat af-accvpancy ADDRESS: I / jA'l H ICJ, fir The Building Department has prepared a certificate of occupancy for the above . location and is requesting a final inspection. by your department.' After your inspection, please come to the Building ,Department to sign -of f - on the Certificate of Occupancy, or submit a certificate of occupancy addendum if it has been denied. Q(_ your prompt attention will be appreciated. DISTRIBUTION: Engineering Department Fire Public Works Thank yc", IItllities/Cross Connection Zoning ' , f tPProvsc N__ y'a Gowirno..c GGav SG ZC/ 74-G V i `T/ Cti'Sf/•+-G.s a`O% GvYibiG N P-o ,.4Y /";c . Omw,. 1,cJ„-% Ci6 t c»'J y G s -fiIMOVGO' w o..s0 I.vcafc.. vo tiv/ I'!'6 • G o 6G C.11 I7 o!G w0 f6 PAO 6 6 r G -*P-o v AO-V loel 13 I S 6c, HEW wpaArAl I" w a owrl4f qf w kW"lo) o4 j:7sJw4Aw, iVWlk,41% MA L. p. k e P G,S-v b P ti 02, L( F will per A-- 04% A R C H I T E C T In- - - . stuart miles miller JpAg '04M off'- - - Z'-a" i -A, stuart miles miller' A R C -H I T C T 1451 PALmAvENUE WINTER PARK, FL 32789 40.7)647-8183 wit M%wNw. ftl6r wea dpa6G k1l stuart miles miller A' R C H 1 T E C T 1451 P&MAVENUE WINTER PARK FL 32789 407) 647.8183 AA41 R Cam• OF.GG?a Ir I stuart miles miller. A R C H I T E C T 1451 PN.MAVENUE WINTER PARR FL 32789 1407164 7-8183 dow Wit, . d- ;. . I In W. -r- rf-t 1 1 stuart miles miller _ A. R C H I T E C T 1451 P&MAVENUE WINTER PARK FL 32789 407) 647-8183 ZxG 't Wc.gecKidy-._— Z • Zx z P. ibM• W1 . . racr- iC:3ZC r o.I_-..& stuart miles miller A R C H I T E C T 1451 PNMAVENUE WINTER PARK, FL 32789 1407) 647-8183 Aw Kc N.a..a. o G+t at. tIMcI& . ob 11 f1 1• i 4 r ems. ri t, MI Z". Wit K 0 . -..ML stuart miles miller A R C H I T E C T 1451 PXJMAVENUE \MNTER PARK. FL 32789 1407) 647-8183 t*40Z WL-0" tc HAA-P-4, cFCAWFAL ftMP& r C. ocrNp. wxv j5vp St . . . ob Z+"O.C. a O kit-: --- i IAGk •c t I' I.K. '.P t:, _ W y. kAL-L jo j ALL rA44T F ' i Z4 llDE Z - - (? D.G. G„ •,'•;L l dot :_ . ._ _l ' I. ` 1, .,, ;. • DIJ I L ..L . kk I II f IMe&L W&LL4 L stuart miles miller A R C H I T E C T 14S I P&MAVENUE WINTER PARR FL 32789 407) 647-8183 - Zi- low j Iwo Aftf cFcc FwwAa I r ,W-IW Ma IV stuatt miles miller A R C H I T E C. T 1451 PALMAVENUE \VKM PAM FL 32789 407)647-8183 I I I 1 stuart miles miller A R C H I T E C T January 20, 1996 Q RE: Addenda to the Bid Proposal for the Lake Jennie Apartments Rehabilitation Project for Central Florida Housing and Neighborhood Development Services / Project No.: 95019 To Whom It May Concern: The following addenda should be included in the Lake Jennie Apartments Rehabilitation Project Bid Proposal: Addendum #1: Substitute: Provide & Install replacement aluminum windows (25) to match existing as directed by Architect with spring loaded counter balancing mechanism. Addendum *2: Add: Provide unit price for hardwired battery back-up smoke detectors; unit: each detector installed. Addendum #3: Substitute: Repair two (2) rear porches per allowance 2 of $3750.00 for both. Addendum #4: Substitute for item 28: Block -up openings at two (2) atrium stair storage closets. Addendum #5: Delete item 38: Provide raised septic tank and lift pump at recreation building. Addendum #6: Clarification of item 32 Rehab recreation building as shown. (See attached floor plan of recreation Building.) Addendum #7: Add: Provide and install minimum 26 unit prefabricated all weather exterior pedestal mail box delivery units at rear of building with minimum two (2) mail collection box units. Units shall be as approved by United States Postal Service. Addendum #8: Add: Provide an alternate price for demolition and removal -of tennis court paving. Addendum #9: Add: Replace door at pool pump house. Addendum #10: Add: Reroof laundry building. Addendum #11: Add: Paint exterior woodwork at laundry building. Addendum #12: Add: Remove & legally dump all interior wa.1 and ceiling finishes at laundry building. 1451 PALM AVE-WE-VANTER PARK FL 32789•1'407; 64 7-8183 Addendum #13: Add: Provide new gypsum board interior walls and ceilings at laundry building. Paint. Addendum #14: Del-ete: Ridgevents at main apartment building. f F O O URPef N 602Pool*- H. d I Z NI Y'T• I LS.t7pl'(IC,dL WMK WRm af, W. hln'+' CorE [bR4{ - PibJIOE NF J 4540W 2.1'i3NIoE 1•k1 f FIC N i(LAm Mlet 3 . v T Iq-RbR GF I.uYS• kb l. I WZRM(104 fkluILDI I f1060 4VOfeg IIR" - 1' 011 r stuart miles miller A R C H I T E C T January 23, 1996 RE: Addenda to the Bid Proposal for the Lake Jennie Apartments Rehabilitation Project for Central Florida Housing and Neighborhood Development Services/ Project No.: 95019. To Whom It May Concern: The following addenda should be included in the Lake Jennie Apartments Rehabilitation Project Bid Proposal: Addendum #15; Add: Section - Mechanical, 15000. ITEM.2: Service existing HVAC equipment. 1. Leak check copper connector and pump down valves at condenser and evaporator. 2. Charge air conditioning system with proper refrigerant to proper running capacity to afford maximum efficiency• and cooling. 3. Provide and install new plenum sized to fit existing air handler, securely attached to discharge end of horizontal or vertical evaporator unit, if required. 4. Connect existing trunk and feeder ducts to new plenum. All joints, runs and connections shall be taped of approved type, stapled and.bound with mastic and gauze intended for this use, if Pequired. 5. Check existing ductwork. Repair any existing holes, loose joints, turns and connections. Any repair work shall be taped, stapled and bound with mastic and gauze intended for this use and type of duct system. 6. Completion of indicated repairs shall leave a completely operable system free from defects in ductwork and copper refrigerant lines. System shall be fully operable by thermostat both in the heating and cooling mode and shall operate at maximum efficiency for that system. 1451 PN,MAWM -WNTER PARk FL 32789•;407) 64 7-8183 CENTRAL PROJECT MANUAL LAKE JENNIE APARTMENTS REHAB PROJECT ARCHITECT PROJECT NO. 95019 STUART MILES MILLER, ARCHITECT 1451 PALM AVENUE WINTER PARK, FLORIDA 32789 407) 647-9193 CENTRAL PROJECT MANUAL LAKE JENNIE APARTMENTS REHAB PROJECT ARCHITECT PROJECT NO. 95019 STUART MILES MILLER, ARCHITECT 1451 PALM AVENUE WINTER PARK. FLORIDA 32789 407) 647-9183 LAKE JENNIE APARTMENTS RE-HAB PROJECT SANTA BARBARA DR. SANFORD, FLORIDA CENTRAL FLORIDA HANDS 2211 HILLCREST ST. ORLANDO, FLORIDA 32803 SPECIFICATIONS AND CONTRACT DOCUMENTS ARCHITECT PROJECT NO. 95019 January 2, 1996 SPECIFICATIONS INDEX BIDDING REQUIREMENTS PAGES ADVERTISEMENT FOR BIDS 3 INSTRUCTIONS TO BIDDERS 5 PROPOSAL FORM 4 LIST OF SUBCONTRACTORS 1 BID BOND FORM 1 PERFORMANCE BOND FORM 3 LABOR AND MATERIAL PAYMENT BOND 3 CONTRACTORS QUALIFICATION STATEMENT 6 CONDITIONS OF CONTRACT GENERAL CONDITIONS (AIA FORM A-201) 24 SUPPLEMMENTARY AMENDMENTS TO GENERAL CONDITIONS 12 INCLUDING FEDERAL WAGE REQUIREMENTS SPECIAL CONDITIONS 2 DIVISION 1 - GENERAL REQUIREMENTS 01010 SUMMARY OF WORK 26 01020 ALLOWANCES 3 01026 UNIT PRICES 3 i 01027 APPLICATIONS FOR PAYMENT 5 01035 MODIFICATION PROCEDURES 4 01040 PROJECT COORDINATION 4 01045 CUTTING AND PATCHING 4 01095 REFERENCE STANDARDS AND DEFINITIONS 14 01200 PROJECT MEETINGS 3 01300 SUBMITTALS 10 01500 TEMPORARY FACILITIES 18 I 01600 MATERIALS AND EQUIPMENT 5 01631 PROJECT SUBSTITUTIONS 4 i 01700 PROJECT CLOSEOUT 6 01740 WARRANTIES AND BONDS 3 n\ n V INDEX 1 DIVISION 2 - SITEWORK PAGES 02070 SELECTIVE DEMOLITION 5 02900 LANDSCAPE WORK 11 DIVISION 5 - METALS 05521 PIPE AND TUBE RAILINGS 12 I DIVISION 6 - WOOD AND PLASTICS 06200 FINISH CARPENTRY 6 06401 EXTERIOR ARCHITECTURAL WOODWORK 4 06402 INTERIOR ARCHITECTURAL WOODWORK 6 DIVISION 7 - THERMAL AND MOISTURE PROTECTION 07210 BUILDING INSULATION 4 07311 ASPHALT SHINGLES 4 07901 JOINT SEALANTS 7 DIVISION 8 - DOORS AND WINDOWS 0821.1 FLUSH WOOD DOORS 4 08520 ALUMINUM WINDOWS 7 DIVISION 9 - FINISHES 09250 GYPSUM DRYWALL 8 09300 TILE 8 09666 SHEET VINYL FLOOR COVERINGS 6 09680 CARPET 6 09900 PAINTING 13 DIVISION 11 - EQUIPMENT 11452 RESIDENTIAL APPLIANCES 4 t DIVISION 12 - FURNISHINGS 12512 VERTICAL LOUVER BLINDS 4 INDEX 2 DIVISION 15 - MECHANICAL 15000 MECHANICAL DIVISION 16 - ELECTRICAL 16000 ELECTRICAL PAGES 2 1 INDEX 3 ADVERTISEMENT FOR BIDS Notice is hereby given that Central Florida Housing and Neighborhood Development Services will receive sealed bids up to 3:p.m., Tuesday, January 30, 1996 at 2211 Hillcrest St.; Orlando, Florida 32803 for the Rehabilitation of: Lake Jennie Apartments 1311 Santa Barbara Drive Sanford, Florida under a General Contract in accordance with the Contract Documents prepared by: Stuart Miles Miller Architect 1451 Palm Ave. Winter Park, Florida 32789 SCOPE OF WORK: The Work consists of the furnishing of all labor, materials, services, equipment and appliances required for the fabrication, delivery, and erection of'all items of Work, including: Utilities, Site Work and Building Rehabilitation as shown and specified. Drawings and Specifications may be examined without charge at the Plan Rooms of Dodge Reports and Central Florida Builder's Exchange in Orlando, Florida. Two complete sets of drawings and specifications may be obtained from the Office of Central Florida H.A.N.D.S. at the above address upon deposit of $100.00 each as a guarantee of their return complete and in good condition within ten (10) days of Public Bid Openings. A Bid Guarantee in the amount of 5% will be required. MINORITY/WOMEN OWNED BUSINESS ENTERPRISES Bid proposals shall include the names, addresses, trades and dollar amounts to be spent with the potential Minority and Women Owned Business Enterprises upon award of this contract. The requirements of the Fairness in Procurement Ordinances are applicable to all general contractors, subcontractors, 2nd tier subcontractors and any firm doing business related to this contract. The goal for minority business enterprises is 18% of contract award and'for women business enterprises, 6% of contract award. The goal for employment is 18% for minorities and 6% for women in all trades. Central Florida Hands reserves the right to reject any or all proposals, waive any formalities, and to select any bidder from the bidder's list. ADVERTISEMENT - 1 EXAMINATION OF SITE: A mandatory pre -bid construction site meeting wiYl be held at t e Lake Jennie Apartments at 1311 Santa Barbara Drive; Sanford, Florida at 10:00 a.m., Tuesday, January 16, 1996 in order to familiarize Contractors with the site. EXAMINATION OF CONTRACT DOCUMENTS: Before submitting proposals i ers shall carefully examine the complete Contract Documents including the Drawings and Specifications and shall bring any discrepancies to the attention of the Architect. CONDITIONS OF THE WORK: Each bidder shall inform himself fully of e conditions re ating to construction of the project and the employment of labor thereon. Failure to do so will not relieve a successful bidder of his obligation to furnish all material and labor necessary to carry out the provisions of the Contract. LAWS AND REGULATIONS: The bidder's attention is directed to the fact that all app icable State laws, Municipal ordinances and the rules and regulations of all authorities having jurisdiction over the construction of the project shall apply to the Contract throughout and they will be deemed to be included in the Contract the same as though written therein in full. INTERPRETATION OF CONTRACT DOCUMENTS: Prospective bidders desiring further information of interpreta ion of the Contract Documents Drawings and Specifications) shall request such data in writing. ADDENDA: Answers to all questions, inquiries, and requests for auditoval information will be issued in the form of addenda and copies of each addendum will be issued to all prospective bidders. Also, prospective bidders may, during the bidding period, be advised by addenda of additions to, deletions from, or changes in the requirements of the Contract Documents. The Architect and the Owner will not be responsible for the authenticity of correctness or oral interpretations of the Contract Documents or for information obtained in any other manner than through the media of addenda. Receipt of each addendum shall be acknowledged by bidders in their proposals, and each addendum shall be considered a part of the Contract Documents. Failure to acknowledge receipt of addenda issued may invalidate a proposal as incomplete. PROPOSALS: A. Proposal Forms: Proposals shall be submitted in duplicate on on copies ma -de from those bound in the Specifications. Sample copies of forms are not to be used for submittal of a proposal. All blanks in proposal form must be completed and each proposal must be dated and witnessed. B. Identification of Proposals: Completed proposals shall be submitted in sealed enve opes clearly marked with the name and number of the Project as it appears on the Cover Page of the Specifications and with the name and address of the bidder. ADVERTISEMENT - 2 C. Qualification of Bidders: A bidder, in submitting a proposal, thereby represents that he is fully qualified, properly licensed, staffed, and equipped to properly perform the Work in accordance with applicable laws and local ordinances having jurisdiction. D. Withdrawal of Proposal: A bidder may withdraw his proposal, either personally or by telegraphic or written request at any time prior to the scheduled closing time for the receipt of proposals. After the opening of proposals, they may not be withdrawn for a period of thirty (30) days after the date scheduled for the opening of bids. E. Telegraphic Modification: Any bidder may modify his bid by telegrap is communication at any time prior to the scheduled closing time. The telegraphic communication should not reveal the bid price but should provide the addition or subtraction or other modification so that the final price or terms will not be known by the Owner until the sealed bid is opened. If written confirmation is not received within two days from closing time, no consideration will be given to the telegraphic modification. F. Security for Faithful Performance:- Simultaneously with his delivery of tFe—executed Contract, the Contractor shall furnish separate surety bonds each in the amount of 100% of the contract sum as security for faithful performance of the Contract and for the payment of all persons performing labor on the project under the Contract and furnishing materials in connection with the Contract. The sureties on such bonds shall be duly authorized surety companies satisfactory to the Owner. ADVERTISEMENT - 3 T H E A N E R I C A N I N S T I T U T E s AIA Document A701 O F A R C H I T E C T S Instructions to Bidders 1987 EDITION TABLE OF ARTICLES 1. DEFINITIONS 2. BIDDER'S REPRESENTATIONS 3. BIDDING DOCUMENTS 4. BIDDING PROCEDURES 5. CONSIDERATION OF BIDS 6. POST -BID INFORMATION 7. PERFORMANCE BOND AND PAYMENT BOND 8. FORM OF AGREEMENT BETWEEN OWNER AND CONTRACTOR Copyright 1970. 1974. 1978. ©1987 by The American Institute of Architects. 1735New York Avenue. N.'.. Washington. D. C. 30006. Reproduction of the material herein or substantial quotation of its provisions without written permission of the AIA violates the copyright Taws of the United States and will be subject to legal prosecution. AIA DOCUMENT A701 • INSTRI:t.TIONS TO BIDDERS • FOURTH EDITION • AIA9 • C;19M'? • THE A70_1987 a % 1FRICAv IN TITI-TE OF ARCHITEt:TS. 173% NM' PORK AVENUE. N.W.. WASHINGTON. D.C. 2(xx16 INSTRUCTIONS TO BIDDERS ARTICLE 1 DEFINITIONS 1.1 Bidding Documents include the Bidding Requirements and the proposed Contract Documents. The Bidding Requirements consist of the Advertisement or Invitation to Bid, Instructions to Bidden, Supplementary Instructions to Bidders, the bid forth, and other sample bidding and contract forms. The pro- posed Contract Documents consist of the form of Agreement between the Owner and Contractor, Conditions of the Con- tract (General, Supplementary and other Conditions), Draw- ings, Specifications and all Addenda issued prior to execution of the Contract. 1.2 Definitions set forth in the General Conditions of the Con- tract for Construction. AIA Document A201, or in other Con- tract Documents are applicable to the Bidding Documents. 1.3 Addenda are written or graphic instruments issued by the Architect prior to the execution of the Contract which modify or interpret the Bidding Documents by additions, deletions. clarifications or corrections. 1.4 A Bid is a complete and properly signed proposal to do the Work for the sums stipulated therein, submitted in accordance with the Bidding Documents. 1.5 The Base Bid is the sum stated in the Bid for which the Bid- der offers to perform the Work described in the Bidding Docu- ments as the base, to which Work may be added or from which Work may be deleted for sums stated in Alternate Bids. 1.6 An Alternate Bid (or Alternate) is an amount stated in the Bid to be added to or deducted from the amount of the Base Bid if the corresponding change in the Work, as described in the Bidding Documents, is accepted. 1.7 A Unit Price is an amount stated in the Bid as a price per unit of measurement for materials, equipment or services or a portion of the Work as described in the Bidding Documents. 1.8 A Bidder is a person or entity who submits a Bid. 1.9 A Sub -bidder is a person or entity who submits a bid to a Bidder for materials, equipment or labor for a portion of the Work. ARTICLE 2 BIDDER'S REPRESENTATIONS 2.1 The Bidder by making a Bid represents that: 2.1.1 The Bidder has read and understands the Bidding Docu- ments and the Bid is made in accordance therewith. 2.1.2 The Bidder has read and understands the Bidding Docu- ments or contract documents, to the extent that such docu- mentation relates to the Work for which the Bid is submitted. for other portions of the Project, if any, being bid concurrently or presently under construction. 2.1.3 The Bidder has visited the site, become familiar with local conditions under which the Work is to be performed and has correlated the Bidder's personal observations with the requirements of the proposed Contract Documents. 2.1.4 The Bid is based upon the materials. equipment and sys- tems required by the Bidding Documents without exception. ARTICLE 3 BIDDING DOCUMENTS 3.1 COPIES 3.1.1 Bidders may obtain complete sets of the Bidding Docu- ments from the issuing office designated in the Advertisement or Invitation to Bid in the number and for the deposit sum, if any, stated therein. The deposit will be refunded to Bidders wlho submit a bona fide Bid and return the Bidding Documents in good condition within ten days after receipt of Bids. The cost of replacement of missing or damaged documents will be deducted from the deposit. A Bidder receiving a Contract award may retain the Bidding Documents and the Bidder's deposit will be refunded. 3.1.2 Bidding Documents will not be issued directly to Sub - bidders or others unless specifically offered in the Advertise- ment or Invitation to Bid, or in supplementary instructions to bidders. 3.1.3 Bidders shall use complete sets of Bidding Documents in preparing Bids; neither the Owner nor Architect assumes responsibility for errors or misinterpretations resulting from the use of incomplete sets of Bidding Documents. 3.1.4 In making copies of the Bidding Documents available on the above terms, the Owner and the Architect do so only for the purpose of obtaining Bids on the Work and do not confer a license or grant permission for any other use of the Bidding Documents. 3.2 INTERPRETATION OR CORRECTION OF BIDDING DOCUMENTS 3.2.1 The Bidder shall carefully study and compare the Bid- ding Documents with each other, and with other work being bid concurrently or presently under construction to the extent that it relates to the Work for which the Bid is submitted, shall examine the site and local conditions, and shall at once report to the Architect errors, inconsistencies or ambiguities discovered. 3.2.2 Bidders and Sub -bidders requiring clarification or inter- pretation of the Bidding Documents shall make a written request which shall reach the Architect at least seven days prior to the date for receipt of Bids. , 3.2.3 Interpretations, corrections and changes of the Bidding Documents will be made by Addendum. interpretations, cor- rcctions and changes. of the Bidding Documents made in any other mariner will not be binding, and Bidders shall not rely upon them. 3.3 SUBSTITUTIONS 3.3.1 The materials, products and equipment described in the Bidding Documents establish a standard of required function, AIA DOCUMENT A701 • INSTRUCTIONS TO BiDDERS • FOURTH EDITION • AIAs • 01987 • THE A701-1987 2 AMERICAN INSTITUTE OF ARCHITECTS, 1,55 NEW YORK AVENUE. N.W.. WASHINGTON, D.C. 20006 dimension, appearance and quality to be met by any proposed substitution. 3.3.2 No substitution will be considered prior to receipt of Bids unless written request for approval has been received by the Architect at least ten days prior to the date for receipt of Bids. Such requests shall include the name of the material or equipment for which it is to be substituted and a complete description of the proposed substitution including drawings, performance and test data, and other information necessary for an evaluation. A statement setting forth changes in other mate- rials, equipment or other portions of the Work including changes in the work of other contracts that incorporation of the proposed substitution would require shall be included. The burden of proof of the merit of the proposed substitution is upon the proposer. The Architect's decision of approval or dis- approval of a proposed substitution shall be final. 3.3.3 If the Architect approves a proposed substitution prior to receipt of Bids, such approval will be set forth in an Adden- dum. Bidders shall not rely upon approvals made in any other manner. 3.3.4 No substitutions will be considered after the Contract award unless specifically provided in the Contract Documents. 3.4 ADDENDA 3.4.1 Addenda will be mailed or delivered to all who are known by the issuing office to have received a complete set of Bidding Documents. 3.4.2 Copies of Addenda will be made available for inspection wherever Bidding Documents are on file for that purpose. 3.4.3 No Addenda will be issued later than four days prior to the date for receipt of Bids except an Addendum withdrawing the requesu for Bids or one which includes postponement of the date for receipt of Bids. 3.4.4 Each Bidder shall ascertain prior to submitting a Bid that the Bidder has received all Addenda issued, and the Bidder shall acknowledge their receipt in the Bid. ARTICLE 4 BIDDING PROCEDURES 4.1 FORM AND STYLE OF BIDS 4.1.1 Bids shall be submitted on forms identical to the form included with the Bidding Documents. 4.1.2 AD blanks on the bid form shall be filled in by typewriter or manually in ink. 4.1.3 Where so indicated by the makeup of the bid form, stuns shall be expressed in both words and figures, and in case of dis- crepancy between the two, the amount written in words shall govern. 4.1.4 Interiineations. alterations and erasures must be initialed by the signer of the Bid. 4.1.5 All requested Alternates shall be bid. If no change in the Base Bid is required, enter "No Change." 4.1.6 Where two or more Bids for designated portions of the Work have been requested, the Bidder may, without forfeiture of the bid security, state the Bidder's refusal to accept award of less than the combination of Bids stipulated by the Bidder. The Bidder shall make no additional stipulations on the bid form nor qualify the Bid in any other manner. 4.1.7 Each copy of the Bid shall include. the legal name of the Bidder and a statement that the Bidder is a sole proprietor, part. nership, corporation or other legal entity. Each copy shall be signed by the person or persons legally authorized to bind the Bidder 10 a contract. A Bid by a corporation shall further give the state of incorporation and have the corporate seal affixed. A Bid submitted by an agent shall have a current power of attorney attached certifying the agent's authority to bind the Bidder. 4.2 BID SECURITY 4.2.1 if so stipulated in the Advertisement or Invitation to Bid, or supplementary instructions to bidders, each Bid shall be accompanied by a bid security in the form and amount required, pledging that the Bidder will enter into a Contract with the Owner on the terms stated in the Bid and will, if required, furnish bonds covering the faithful performance of the Contract and payment of all obligations arising thereunder. Should the Bidder refuse to enter into such Contract or fail to furnish such bonds if required, the amount of the bid security shall be forfeited to the Owner as liquidated damages, not as a penalty. The amount of the bid security shall not be forfeited to the Owner in the event the Owner fails to comply with Sub- paragraph 6.2.1. 4.2.2 If a surety bond is required, it shall be written on AIA Document A310, Bid Bond, unless otherwise provided in the Bidding Documents, and the attorney -in -fact who executes the bond on behalf of the surety shall affix to the bond a certified and current copy of the power of attorney. 4.2.3 The Owner will have the right to retain the bid security of Bidders to whom an award is being considered until either a) the Contract has been executed and bonds, if required, have been furnished, or (b) the specified time has elapsed so that Bids may be withdrawn, or (c) all Bids have been rejected. 4.3 SUBMISSION OF BIDS 4.3.1 All copies of the Bid, the bid security, if any, and other documents required to be submitted with the Bid shall be enclosed in a sealed opaque envelope. The envelope shall be addressed to the party receiving the Bids and shall be identified with the Project name, the Bidder's name and address and. if applicable, the designated portion of the Work for which the - Bid is submitted. If the Bid is sent by mail, the sealed envelope shall be enclosed in a separate mailing envelope with the nota- tion "SEALED BID ENCLOSED" on the face thereof. 4.3.2 Bids shall be deposited at the designated location prior to the time and date for receipt of Bids. Bids received after the time and date for receipt of Bids will be returned unopened. 4.3.3 The Bidder shall assume full responsibility for timely delivery at the location designated for receipt of Bids. 4.3.4 Oral, telephonic or telegraphic Bids are invalid and will not receive consideration. 4.4 MODIFICATION OR WITHDRAWAL OF BID 4.4.1 A Bid may not be modified, withdrawn or canceled by the Bidder during the stipulated time period following the time AIA DOCUMENT A701 • INSTRUCTIONS TO BIDDERS • FOURTH EDITION • AIAG - 0m987 • THE 3 A701-1987 AMERICAN 1NSTITI rE OF ARCHITECTS. 1735 NEW YORK AVENUE. N.W.. WASHINGTON. D.C. 20oo6 and date designated for the receipt of Bids, and each Bidder so agrees in submitting a Bid. 4.4.2 Prior to the time and date designated for receipt of Bids, a Bid submitted may be modified or withdrawn by notice to the party receiving Bids at the place designated for receipt of Bids. Such notice shall be in writing over the signature of the Bidder or by telegram; if by telegram, written confirmation over the signature of the Bidder shall be mailed and postmarked on or before the date and time set for receipt of Bids. A change shall be so worded as not to reveal the amount of the original Bid. 4.4.3 Withdrawn Bids may be resubmitted up to the date and time designated for the receipt of Bids provided that they arc then fully in conformance with these Instructions to Bidders. 4.4.4 Bid security, if required, shall be in an amount sufficient for the Bid as modified or resubmitted. ARTICLE 5 CONSIDERATION OF BIDS 5.1 OPENING OF BIDS 5.1.1 Unless stated otherwise in the Advertisement or Invita- tion to Bid, the properly identified Bids received on time will be opened publicly and will be read aloud. An abstract of the Bids will be made available to Bidders. When it has been stated that Bids will be opened prn•atdy. an abstract of the same infor- mation may, at the discretion of the Owner, be made available to the Bidders within a reasonable time. 5.2 REJECTION OF BIDS 5.2.1 The Owner shall have the right to reject any or all Bids, reject a Bid not accompanied by a required bid security or by other data required by the Bidding Documents, or reject a Bid which is in any way incomplete or irregular. 5.3 ACCEPTANCE OF BID (AWARD) 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. 5.3.2 The Owner shall have the right to accept Alternates in anv order or combination, unless otherwise specifically pro- vided in the Bidding Documents, and to determine the low Bid- der on the basis of the sum of the Base Bid and Alternates ac- cepted. ARTICLE 6 POST -BID INFORMATION 6.1 CONTRACTOR'S QUALIFICATION STATEMENT 6.1.1 Bidders to whom award of a Contract is under con- sideration shall submit to the Architect, upon request, a prop- erly executed AIA Document A305, Contractor's Qualification Statement, unless such a Statement has been previously required and submitted as a prerequisite to the issuance of Bid- ding Documents. 6.2 OWNER'S FINANCIAL CAPABILITY 6.2.1 The Owner shall, at the request of the Bidder to whom award of a Contract is under consideration and no later than seven days prior to the expiration of the time for withdrawal of Bids, furnish to the Bidder reasonable evidence that financial arrangements have been made to fulfill the Owner's obligations under the Contract. Unless such reasonable evidence is fur- nished, the Bidder will not be required to execute the Agree- ment between the Owner and Contractor. 6.3 SUBMITTALS 6.3.1 The Bidder shall, as soon as practicable after notification of selection for the award of a Contract, furnish to the Owner through the Architect in writing: 1 a designation of the Rork to be performed with the Bidder's own forces; 2 names of the manufacturers, products and the sup- pliers of principal items or systems of materials and equipment proposed for the Work; and 3 names of persons or entities (including those who are to furnish materials or equipment fabricated to a special design) proposed for the principal portions of the Work. 6.3.2 The Bidder will be required to establish to the satisfac- tion of the Architect and Owner the reliability and responsibil- ity of the persons or entities proposed to furnish and perform the Work described in the Bidding Documents. 6.3.3 Prior to the award of the Contract, the Architect will notify the Bidder in writing if either the Owner or Architect, after due investigation, has reasonable objection to a person or entity proposed by the Bidder. if the Owner or Architect has reasonable objection to a proposed person or entity, the Bidder may, at the Bidder's option, (1) withdraw the Bid, or (2) submit an acceptable substitute person or entity with an adjustment in the Base Sid or Alternate Bid to cover the difference in cost occasioned by such substitution. The Owner may accept the adjusted bid price or disqualify the Bidder. in the event of either withdrawal or disqualification, bid security will not be forfeited. 6.3.4 Persons and entities proposed by - the Bidder and to whom the Owner and Architect have made no reasonable objection must be used on the Work for which they were pro- posed and shall not be changed except with the written con- sent of the Owner and Architect. ARTICLE 7 PERFORMANCE BOND AND PAYMENT BOND 7.1 BOND REOUIREMENTS 7.1.1 If stipulated in the Bidding Documents, the Bidder shall furnish bonds covering the faithful performance of the Con- tract and payment of all obligations arising thereunder. Bonds may be secured through the Bidder's usual sources. 7.1.2 if the furnishing of such bonds is stipulated in the Bid- ding Documents, the cost shall be included in the Bid. If the AIA DOCUMENT A701 • I%STRL'CTIONS TO BIDDERS • FOURTH EDITION • AIA9 • 01967 • THE A701-1967 4 AMERICAN INSTITUTE OF ARCHITECTS. 1-35 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 furnishing of such bonds is required after receipt of bids and before execution of the Contract, the cost of such bonds shall be added to the Bid in determining the Contract Sum. 7.1.3 If the Owner requires that bonds be secured from other than the Bidder's usual sources, changes in cost will be adjusted as provided in the Contract Documents. 7.2 TIME OF DELIVERY AND FORM OF BONDS 7.2.1 The Bidder shall deliver the required bonds to the Owner not later than three days following the date of execution of the Contract. If the Work is to be commenced prior thereto in response to a letter of intent, the Bidder shall, prior to com- mencement of the Work, submit evidence satisfactory to the Owner that such bonds will be furnished and delivered in accordance with this Subparagraph 7.2.1. 7.2.2 Unless otherwise provided, the bonds shall be written on AIA Document A312, Performance Bond and Payment Bond. Both bonds shall be written in the amount of the Con- tract Sum. 7.2.3 The bonds shall be dated on or after the date of the Contract. 7.2.4 The Bidder shall require the attomey-in-fact who executes the required bonds on behalf of the.surety to affix thereto a certified and current copy of the power Of attorney. ARTICLE 8 i. FORM OF AGREEMENT BETWEEN OWNER AND CONTRACTOR 8.1 FORM TO BE USED 8.1.1 Unless otherwise required in the Bidding Documents, the Agreement for the Work will be written on AIA Document A 10 1, Standard Form of Agreement Between Owner and Con- tractor Where the Basis of Payment Is a Stipulated Sum. AIA DOCUMENT A701 • INSTRUCTIONS TO BIDDERS • FOURTH EDITION • AIAO • 01987 • THE 5 A701-1987 AMERICAN I%STITx rE OF ARCHITECTS, 1735 NEW YORK AVENUE. N.W. WASHINGTON, D.C. 20006 PROPOSAL FORM 00990_9F------------- --------------------------•-------------- Name of bidder) C/O P_R_O__PO_S_AL_ FOF_ THE_CONMUCTION_OF FOR ARCHITECT Dear Sir: The undersigned; having examined the Drawings. Specifications and related documents, the site of the proposed Work:, being familiar with all of the conditions relating to the construction of the proposed project, including the availability of materials and labor, hereby proposes to furnish all labor, materials, services, equipment and appliances required in connection. with or incidental to the construction of at including all in strict conformance with the following specifications ind Drawings: Seecificatia s_Sectians: Instructions to Bidders, AIA General Conditions of the Contract for Construction (AIA Document A201 ) Edition, dated Supplementary General Conditions, Sections ni_awii gs: Architectural drawings: Sheet Nos. Structural drawings: Sheet Nos. Mechanical drawings: Sheet Nos. Electrical drawings: Sheet Nos. prepared by Architect for the Base P i d amount of: PROPOSAL — 1 BID GUARANTEE : The undersigned furnishes herewith bid guarantee 'in the amount of ma% of the total of base bid proposal lump sum amount and attaches same to the proposal. This bid guarantee warrants that the unndersianed will not withdraw his proposal for the period of 30 days after the scheduled closing time for the receipt of proposals, and that if this proposal is accepted, the undersigned will Enter into a formal contract (prepared by the Owner) and that the required performance band a -rid payment band will be given. In the event of the withdrawal of this proposal within the period stipulated above, or the failure of the undersigned to eater into a contract and give the required bonds with ten (lo) days after the under signed has received rnotice of the acceptance of this proposal, the undersignned shall be liable to the 0:•:rier for the full amount of the bid guarantee as liquidated damages to the Owner on aCCc-unt of the default of the under sinned. ADDENDA: The unde•rsigreed hereby ackriowledges receipt of the folowing Addenda to the Drawings and Specifications, all of the provisions and requirements of which addenda have beers taken into consideration in the preparati_tr of the foregoing Proposal. ALTERNATES PROPOSAL - 2 EXTFA_ 951_: The undersigned agrees that, should any change i.no the Work, or extra Work, be ordered, where the unit prices set out above are not applicable, the following applicable percentage shall be added to material and labor casts to cover overhead and profit. Where unit prices are applicable, extra work: shall be computed and paid by unit prices. A. Allowance OF Contractor for overhead and profit for extra work: performed by the Contractor's own force: Percent. B. Allowance to Contractor for overhead and profit for extra work: performed by a subcontractor and supervised by the Contractor: Percent . TIME_ OF COMPLETION% Bidder agrees that the work will be substantially completed within ------------ days of Notice of Commencement, and Certificate of occupancy shall be obtained within .......... days of said notice; and moreover agrees that the following clause shall be made a. part of any _agreement entered into with Owner. PROPOSAL - 3 BID FORM RESPECTFULLY SUBMITTED, ggSEOF(ATION_SO_NL_Y__FILL_IN_THE BIDDERS_(OTHER_THAN_CORF'OFATIONS) FOLLOWING FILL_ IN_THE_F_OLLOWING Legal name of corporation) (Legal name of biddingfirm) State of incorpora+ior0 ---- Type- name of officer)--" __...-- Signature of officer)--- --- Title- of officer) Date) t•) IiudESS: T ;' pe n-_.me of officer) Signature of officer)------ Title- af officer)- ----_----- Name of witr4ess typed in)--- Signature of witness) Address of w i mess ) Pate) _. _ ---- --------- ---- SEAL_ OF_COFF'OFATION: signature of bidder, includiria corporation officer, must be witnessed and proposal dated to be valid.) PROPOSAL - 4 LIST_OF_SUB _CONTRACTORS CONTRACTORS NAME: ------------------------------------------------ PROJECT: ---•--- -- ---------- ---- ----- -- --- --..___- integral part of the proposal This form shall be considered a form. It shall be enclosed in a scaled envelope and attached to the bid farm. 1. List the name and address of each tub -Contracting firm proposed to do work: as a part of this project. 2. List the phases of work: to be performed by the General Contractor. y tc, s.h- 11 :+sc rt iri tf Rt, r:ztch Sub- T,s• Ger er a 1 Cc ntr =r :c « Con ractC,r holds a current license or certificate of competency and is properly insured fr:r the he is to perform. 4. Required information shall be listed as follows: I ISIOI'J_(iJO_: sec t i on t N0 . AND NAME) C _Imp any Name Address SUB -CONTRACTORS - i THE AMERICAN INSTITUTE OF ARCHITECTS AIA Document A310 Bid Bond KNOW ALL MEN BY THESE PRESENTS, that we Here insert full name and address or legal title of Contractor) as Principal, hereinafter called the Principal, and Here insert full name and address or legal title of Surety) a corporation duly organized under the laws of the State of as Surety, hereinafter called the Surety, are held and firmly bound untoHereinsertfull name and address or legal title of Owner) as Obligee, hereinafter called the Obligee, in the sum of Dollars ($ ), for the payment of which sum well and truly to be made, the said Principal and the said Surety, bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has submitted a bid for (Here insert full name, address and description of project) NOW, THEREFORE, if the Obligee shall accept the bid of the Principal and the Principal shall enter into a Contract with the Obligee in accordance with the terms of such bid, and give such bond or bonds as may be specified in the bidding or Contract Documents with good and sufficient surety for the faithful performance of such Contract and for the prompt payment of labor and material furnished in the prosecution thereof, or in the event of the failure of the Principal to enter such Contract and give such bond or bonds, if the Principal shall pay to the Obligee the difference not to exceed the penalty hereof between the amount specified in said bid and such larger amount for which the Obligee may in good faith contract with another party to perform the Work covered by said bid, then this obligation shall be null and void, otherwise to remain in full force and effect. Signed and sealed this day of 19 Witness) . Principal) (Seal) Title) Surety) Witneu) Title) AIA DOCUMENT A310 • BID BOND • AIA ® • FEBRUARY 1970 ED a THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 N.Y. AVE., N.W., WASHINGTON, D. C. 20006 1 THE AMERICAN INSTITUTE OF ARCHITECTS AIA Document A312 Performance Bond Any singular reference to Contractor, Surety, Owner or other party shall be considered plural where applicable. CONTRACTOR (Name and Address): OWNER (Name and Address): CONSTRUCTION CONTRACT Date: Amount: Description (Name and Location): SURETY (Name and Principal Place of Business): BOND Date (Not earlier than Construction Contract Date): Amount: NoneModificationstothisBond: CONTRACTOR AS PRINCIPAL SURETY Company: (Corporate Seal) Company: Signature: Signature: Name and Title: Name and Title: See Page 3 Corporate Seal) Any additional signatures appear on page 3) FOR INFORMATION ONLY —Name, Address and Telephone) AGENT or BROKER: OWNER'S REPRESENTATIVE (Architect, Engineer or other party): AIA DOCUMENT A312 • PERFORMANCE BOND AND PAYMENT BOND • DECEMBER 1954 ED. • AIA a A312-1984 1 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVE., N.W., WASHINGTON, D.C. 20006 THIRD PRINTING 0 MARCH 1987 The Contractor and the Surety, jointly and severally, id themselves, their heirs, executors, administrators, cessors and assigns to the Owner for the performance the Construction Contract, which is incorporated herein by reference. 2 If the Contractor performs the Construction Contract, the Surety and the Contractor shall have no obligation under this Bond, except to participate in conferences as provided in Subparagraph 3.1. 3 If there is no Owner Default, the Surety's obligation under this Bond shall arise after: 3.1 The Owner has notified the Contractor and the Surety at its address described in Paragraph 10 below that the Owner is considering declaring a Contractor Default and has requested and attempted to arrange a conference with the Contractor and the Surety to be held not later than fifteen days after receipt of such notice to discuss methods of performing the Construc- ion Contract. If the Owner, the Contractor and the Surety agree, the Contractor shall be allowed a reason- able time to perform the Construction Contract, but such an agreement shall not waive the Owner's right, if any, subsequently to declare a Contractor Default; and 3.2 The Owner has declared a Contractor Default and formally terminated the Contractor's right to complete the contract. Such Contractor Default shall not be de- clared earlier than twenty days after the Contractor and the Surety have received notice as provided in Sub- paragraph 3.1; and 3.3 The Owner has agreed to pay the Balance of the Contract Price to the Surety in accordance with the terms of the Construction Contract or to a contractor selected to perform the Construction Contract in accor- dance with the terms of the contract with the Owner. 4 When the Owner has satisfied the conditions of Para- graph 3, the Surety shall promptly and at the Surety's ex- f,?nse take one of the following actions: 4.1 Arrange for the Contractor, with consent of the Owner, to perform and complete the Construction Contract; or 4.2 Undertake to perform and complete the Construc- tion Contract itself, through its agents or through inde- pendent contractors; or 4.3 Obtain bids or negotiated proposals from qualified contractors acceptable to the Owner for a contract for performance and completion of the Con- struction Contract, arrange for a contract to be pre- pared for execution by the Owner and the contractorselectedwiththeOwner's concurrence, to be secured with performance and payment bonds executed by a qualified surety equivalent to the bonds issued on the Construction Contract, and pay to the Owner the amount of damages as described in Paragraph 6 in ex- cess of the Balance of the Contract Price incurred by the Owner resulting from the Contractor's default; or 4.4 Waive its right to perform and complete, arrange for completion, or obtain a new contractor and with reasonable promptness under the circumstances: 1 After investigation, determine the amount for which it may be liable to the Owner and, as soon as practicable after the amount is deter- mined, tender payment therefor to the Owner; or 2 Deny liability in whole or in part and notify the Owner citing reasons therefor. 5 If the Surety does not proceed as provided in Paragraph 4 with reasonable promptness, the Surety shall be deemed to be in default on this Bond fifteen days after receipt of an additional written notice from the Owner to the Surety demanding that the Surety perform its obligations under this Bond, and the Owner shall be entitled to enforce any remedy available to the Owner. If the Surety proceeds as provided in Subparagraph 4.4, and the Owner refuses the payment tendered or the Surety has denied liability, inwholeorinpart, without further notice the Owner shall be entitled to enforce any remedy available to the Owner. 6 After the Owner has terminated the Contractor's right to complete the Construction Contract, and if the Surety elects to act under Subparagraph 4.1, 4.2, or 4.3 above, then the responsibilities of the Surety to the Owner shall not be greater than those of the Contractor under the Construction Contract, and the responsibilities of the Owner to the Surety shall not be greater than those of the Owner under the Construction Contract. To the limit of the amount of this Bond, but subject to commitment by the Owner of the Balance of the Contract Price to mitigation of costs and damages on the Construction Contract, the Sure- ty is obligated without duplication for: 6.1 The responsibilities of the Contractor for correc- tion of defective work and completion of the Construc- tion Contract; 6.2 Additional legal, design professional and delay costs resulting from the Contractor's Default, and re- sulting from the actions or failure to act of the Surety under Paragraph 4; and 6.3 Liquidated damages, or if no liquidated damages are specified in the Construction Contract, actual dam- ages caused by delayed performance or non-perfor- mance of the Contractor. 7 The Surety shall not be liable to the Owner or others for obligations of the Contractor that are unrelated to the Con- struction Contract, and the Balance of the Contract Price shall not be reduced or set off on account of any such unrelated obligations. No right of action shall accrue on this Bond to any person or entity other than the Owner or its heirs, executors, administrators or successors. B The Surety hereby waives notice of any change, includ- ing changes of time, to the Construction Contract or to related subcontracts, purchase orders and other obliga- tions. 9 Any proceeding, legal or equitable, under this Bond may be instituted in any court of competent jurisdiction in the location in which the work or part of the work is located and shall be instituted within two years after Contractor Default or within two years after the Contractor ceased working or within two years after the Surety refuses or fails to perform its obligations under this Bond, whichever oc- curs first. If the provisions of this Paragraph are void or prohibited by law, the minimum period of limitation avail- AIA DOCUMENT A312 - PERFORMANCE BOND AND PAYMENT BOND - DECEMBER 19M ED. - AIA ® A312.19M 2THEAMERICANINSTITUTEOFARCHITECTS, 1735 NEW YORK AVE., N.W.. WASHINGTON, D.C. 20006 THIRD PRINTING 0 MARCH 1987 able to sureties as a defense in the jurisdiction of the suit tractor of any amounts received or to be received by in of insurance or other claims shall be applicable. the Owner settlement for damages to which the Contractor is entitled, re- 10 Notice to the Surety, the Owner or the Contractor shall duced by all valid and proper payments made to or on be mailed or delivered to the address shown on the sig- behalf of the Contractor under the Construction Con - nature page. tract. 11 When this Bond has been furnished to comply with a 12.2 Construction Contract: The agreement between statutory or other legal requirement in the location where the construction was to be performed, any provision in this the Owner and the Contractor identified on the sig- nature page, including all Contract Documents and Bond conflicting with said statutory or legal requirement changes thereto. shall be deemed deleted herefrom and provisions con- or other legal requirement shall Contractor Default: Failure of the Contractor, to - forming to such statutory be deemed incorporated herein. The intent is that this which has neither been remedied nor waived, perwhiform or otherwise comply with the terms of the BondshallbeconstruedasastatutorybondandnotasaConstructionContract. common law bond. 12. 4 Owner Default: Failure of the Owner, which has 12 DEFINITIONS neither been remedied nor waived, to pay the Con- 12. 1 Balance of the Contract Price: The total amount tractor as required by the Construction Contract or to payable by the Owner to the Contractor under the perform and complete or comply with the other terms Construction Contract after all proper adjustments thereof. have been made, including allowance to the Con - MODIFICATIONS TO THIS BOND ARE AS FOLLOWS: Space is provided below for additional signatures of added parties, other than those appearing on the cover page.) CONTRACTOR AS PRINCIPAL SURETY Company: ( Corporate Seal) Company: (Corporate Seal) Signature: Name and Title: Address: Signature: Name and Title: Address: AIA DOCUMENT A312 - PERFORMANCE BOND AND PAYMENT BOND - DECEMBER 1964 ED. - AIA 8 A312.1984 3 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVE., N.W., WASHINGTON, D.C. 20006 THE AMERICAN INSTITUTE OF ARCHITECTS AIA Document A312 Payment Bond Any singular reference to Contractor, Surety, Owner or other party shall be considered plural where applicable. CONTRACTOR (Name and Address): I 1 OWNER (Name and Address): CONSTRUCTION CONTRACT Date: Amount: Description (Name and Location): SURETY (Name and Principal Place of Business): BOND Date (Not earlier than Construction Contract Date): Amount: Modifications to this Bond: 0 None CONTRACTOR AS PRINCIPAL SURETY Company: (Corporate Seal) Company: Signature: Signature: Name and Title: Name and Title: . See Page 6 Corporate Seal) Any additional signatures appear on page 6) FOR INFORMATION ONLY —Name, Address and Telephone) AGENT or BROKER: OWNER'S REPRESENTATIVE (Architect, Engineer or other party): AIA DOCUMENT A312 • PERFORMANCE BOND AND PAYMENT BOND • DECEMBER 1954 ED. • AIA E A312.1984 4 THE AMERICAN INSTITUTE OF ARCHITECTS. 173S NEW YORK AVE., N.W.. WASHINGTON. D.C. 20006 1 The Contractor and the Surety, jointly and severally, bind themselves, their heirs, executors, administrators, successors and assigns to the Owner to pay for labor, materials and equipment furnished for use in the perfor- mance of the Construction Contract, which is incorpo- rated herein by reference. 2 With respect to the Owner, this obligation shall be null and void if the Contractor: 2.1 Promptly makes payment, directly or indirectly, for all sums due Claimants, and 2.2 Defends, indemnifies and holds harmless the Owner from claims, demands, liens or suits by any person or entity whose claim, demand, lien or suit is for the payment for labor, materials or equipment fur- nished for use in the performance of the Construction Contract, provided the Owner has promptly notified the Contractor and the Surety (at the address described in Paragraph 12) of any claims, demands, liens or suits and tendered defense of such claims, demands, liens or suits to the Contractor and the Surety, and provided there is no Owner Default. 3 With respect to Claimants, this obligation shall be null and void if the Contractor promptly makes pay- ment, directly or indirectly, for all sums due. 4 The Surety shall have no obligation to Claimants under this Bond until: 4.1 Claimants who are employed by or have a direct contract with the Contractor have given notice to the Surety (at the address described in Paragraph 12) and sent a copy, or notice thereof, to the Owner, stating that a claim is being made under this Bond and, with substantial accuracy, the amount of the claim. 4.2 Claimants who do not have a direct contract with the Contractor: 1 Have furnished written notice to the Con- tractor and sent a copy, or notice thereof, to the Owner, within 90 days after having last performed labor or last furnished materials or equipment included in the claim stating, with substantial accuracy, the amount of the claim and the name of the party to whom the materials were furnished or supplied or for whom the labor was done or performed; and 2 Have either received a rejection in whole or in part from the Contractor, or not received within 30 days of furnishing the above no- tice any communication from the Contractor by which the Contractor has indicated the claim will be paid directly or indirectly; and 3 Not having been paid within the above 30 days, have sent a written notice to the Surety at the address described in Paragraph 12) and sent a copy, or notice thereof, to the Owner, stating that a claim is being made under this Bond and enclosing a copy of the previous written notice furnished to the Contractor. S If a notice required by Paragraph 4 is given by the Owner to the Contractor or to the Surety, that is suffi- cient compliance. 6 When the Claimant has satisfied the conditions of Paragraph 4, the Surety shall promptly and at the Surety's expense take the following actions: 6.1 Send an answer to the Claimant, with a copy to the Owner, within 45 days after receipt of the claim, stating the amounts that are undisputed and the basis for challenging any amounts that are disputed. 6.2 Pay or arrange for payment of any undisputed amounts. 7 The Surety's total obligation shall not exceed the amount of this Bond, and the amount of this Bond shall be credited for any payments made in good faith by the Surety. 8 Amounts owed by the Owner to the Contractor under the Construction Contract shall be used for the perfor- mance of the Construction Contract and to satisfy claims, if any, under any Construction Performance Bond. By the Contractor furnishing and the Owner accepting this Bond, they agree that all funds earned by the Contractor in the performance of the Construction Contract are dedicated to satisfy obligations of the Contractor and the Surety under this Bond, subject to the Owner's prior- ity to use the funds for the completion of the work. 9 The Surety shall not be liable to the Owner, Claimants or others for obligations of the Contractor that are unrelat- ed to the Construction Contract. The Owner shall not be liable for payment of any costs or expenses of any Claim- ant under this Bond, and shall have under this Bond no obli- gations to make payments to, give notices on behalf of, ofotherwisehaveobligationstoClaimantsunderthisBond. 10 The Surety hereby waives notice of any change, including changes of time, to the Construction Contract or to related subcontracts, purchase orders and other obligations. 11 No suit or action shall be commenced by a Claimant under this Bond other than in a court of competent juris- diction in the location in which the work or part of the work is located or after the expiration of one year from the date (1) on which the Claimant gave the notice required by Subparagraph 4.1 or Clause 4.2.3. or (2) on which the last labor or service was performed by anyone or the last mate- rials or equipment were furnished by anyone under the Con- struction Contract, whichever of (1) or (2) first occurs. If the provisions of this Paragraph are void or prohibited by law, the minimum period of limitation available to sureties as a defense in the jurisdiction of the suit shall be applicable. 12 Notice to the Surety, the Owner or the Contractor shall be mailed or delivered to the address shown on the signature page. Actual receipt of notice by Surety, the Owner or the Contractor, however accomplished, shall be sufficient compliance as of the date received at the address shown on the signature page. 13 When this Bond has been furnished to comply with a statutory or other legal requirement in the location where the construction was to be performed, any provision in this Bond conflicting with said statutory or legal requirement shall be deemed deleted herefrom and provisions con- forming to such statutory or other legal requirement shall be deemed incorporated herein. The intent is that this AIA DOCUMENT A312 • PERFORMANCE BOND AND PAYMENT BOND • DECEMBER 1984 ED. • AIAO A312-1984 5 THE AMERICAN INSTITUTE OF ARCHITECTS. 1735 NEW YORK AVE.. N.W., WASHINGTON. D.C. 20004 THIRD PRINTING 9 MARCH 1957 Bond shall be construed as a statutory bond and not as a common law bond. 14 Upon request by any person or entity appearing to be a potential beneficiary of this Bond, the Contractor shall promptly furnish a copy of this Bond or shall permit a copy to be made. 15 DEFINITIONS 15.1 Claimant: An individual or entity having a direct contract with the Contractor or with a subcontractor of the Contractor to furnish labor, materials or equip- ment for use in the performance of the Contract. The intent of this Bond shall be to include without limita- tion in the terms "labor, materials or equipment" that part of water, gas, power, light, heat, oil, gasoline, telephone service or rental equipment used in the MODIFICATIONS TO THIS BOND ARE AS FOLLOWS: Construction Contract, architectural and engineering services required for performance of the work of the Contractor and the Contractor's subcontractors, and all other items for which a mechanic's lien may be asserted in the jurisdiction where the labor, materials or equipment were furnished. 15.2 Construction Contract: The agreement between the Owner and the Contractor identified on the sig. nature page, including.all Contract Documents and changes thereto. ' 15.3 Owner Default: Failure of the Owner, which has neither been remedied nor waived, to pay the Con. tractor as required by the Construction Contract or to perform and complete or comply with the other terms thereof. Space is provided below for additional signatures of added parties, other than those appearing on the cover page.) CONTRACTOR AS PRINCIPAL SURETY Company: (Corporate Seal) Company: (Corporate Seal) Signature: Name and Title: Address: Signature: Name and Title: Address: AIA DOCUMENT A312 • PERFORMANCE BOND AND PAYMENT BOND • DECEMBEK 1W4 W. • run RR 6nrirr" T H E A M E R I C A N O F A R C H I T E C AIA Document A-;tli Contractor's Qualification Statement 1986 EDITION This form is approved and recommended by The American hutitrrte of Arcl)itcV..; AIA) and The Associated General Contractors of America (AGC) fut- trse it' 0-filtrat- ing the qualifications of contractors. No endorsement r)f the subinitti rg; party (it' verification of the information is made bt, the AIA or ,aGG i The Undersigned certifies under oath that the information provided herein is true and suffi- ciently complete so as not to be misleading. SUBMITTED TO: ADDRESS: SUBMITTED BY: Corporation 17 NAME• Partnership ADDRESS: Individual C PRINCIPAL OFFICE: Joint Venture C Other NAME OF PROJECT or applicable): TYPE OF \WORK (file separate form for each Classification of work;: i General Construction IIVAC Plumbing Electrical I Other _ plCase specify) lv nµht Itx". Iwt). I')-% v19W) by The American institute of Arrhuvi.1%. I-V; Ncw. Turk A%enur. . . ,I•hin}t tun. D.C. 21MIIK). Repn)duction or the material) herein or suhstant.1l quotation ul it, lir- i%ium w ithuul w rnten Ivniii••N en of the AIA violates the copyright laws of the United stales and will Ix' whieit III IVYW lxuwti•unon. r- AIA DOCUMENT A305 • C0\TRA(7OR'S 9VALIFIcATION >TATEMENT • Ivw. EDITIt)X • AIA' - I'Do, A305- 1986 1 TIII: A 1t:RIl:A IX I'll'l'1'F. OF ARCIIITEt.I'. 1'45 Xl e' 1'l)Rk A'!XI'E. 1.e'. l'A IIIXt.It X. I t _., 1. ORGANIZATION 1.1 How many years has your organization been in business as a Contractor? 1.2 How many years has your organization been in business under Its present businc&% name? 1.2.1 Under what other or former names has your organization operated? 1.3 If your organization is a corporation, answer the following: 1.3.1 Date'of incorporation: 1.3.2 State of incorporation: 1.3.3 President's name: 1.3.4 vice-president's name(s): 1.3.5 Secretary's name: 1.3.6 Treasurer's name: 1.4 If your organization is a partnership, answer the following: 1.4.1 Date of organization: 1.4.2 Type of partnership (if applicable): 1.4.3 Names) of general partner(s): If your organization is individually awned, answer the following: 1.5.1 Date of organization: 1.5.2 %ame of owner: AIA DOCUMENT A305 • CONTRACTOR'S QVALIFU:ATIaN STATEMENT • I'M EINT111N • AIA' • 1"'Wl A305-1986 Z Tilt'.AMERICA% INSTITUTE OF ARC11IT" TS. 1-1S NEW YORK AVENUE. NW. WASIIINITIIN. 1)1. jIMMMI 1.6 If the form of your organization is other than those listed above, describe it and name the principals: 2, LICENSING 2.1 List jurisdictions and trade categories in which youorganization is legally qualified [o du business. andindicateregistrationorlicensenumbers, if applicable. 2. 2 List jurisdictions in which your organization's partnership Or trade name is filed. 3. EXPERIENCE 3. 1 List the categories of work that your organization no rmall)' performs with its Own forces. 3. 2 Claims and Suits. (if the answer to any Of the ques[iOnx IxlOw is yes, plca•c :Ittarh details.) failed to cumpletc-slm• work awarded to it? i. 2.1 Has your organization ever 2. 2 Are there any judgments, Claims,marbitration proceedings Or suits pending Or Outstanding against your organization o 3.2• 3 Has your organization filed any law suits or requested arbitration with regard a) construc- tion contracts within the lass Five years? ion ever heen all %gricer Or Within the last five years, has any officer uprincipal umpletrour rcni,trucd t i contra. yes, the; IMS er is principal of another organization when a failed yes, please attach details-) CONTM-rOR' ti QUALIFICATION %TATEME. T 1 W, EDIT10% • AIAi ` 1vw' A305-1986 3 AIA DOCUMENT % AT1 W.. VCAs1JJNGTO%- 1).C. '100xv rm a FRIt .X IX TITI'1'E OF ANCHITE(:Ts• 1'iS NEW YORK A'Etil'E..'- I 3.4 On a separate sheet, list major construction projects your organization has in progress, giving the name of project, owner, architect, contract amount, percent complete and scheduled completion date. 3.4.1 State total worth of work in progress and under contract: ' 3.5 On a separate sheet, list the major projects your organization has completed in the past five years. giving the name of project, owner, architect, contract amount, date of completion and percentage of the cost of the work performed with your own forces. 3.5.1 State average annual amount of construction work performed during the past five years: 3.6 On a separate sheet, list the construction experience and present commitments of the key individ- uals of your organiz2tion. 4. REFERENCES 4.1 Trade References: 1.. I a.2 Bank References: a.3 Surety: 4.3.1 Narne of bonding company: ' I 4.3.2 Name and address of agent: AIA DOCUMENT A305 • CONTRACTOR'S QUALIFICATION STATEMENT • 19W, EDITION • AM.' • ° P)W, A305 i sss 4 1TIIEAMERICANINSTITVTEOFARCHITECTS. 1'45 NEW YORK AVE%UE. N.W.. %X ASHINGTOX. Ii C. -11NNIfI S. FINANCING 5.1 Financial Statement. 5.1.1 Attach a financial statement, preferably audited, including your organization's latest balance sheet and income statement showing the following Items: Current Assets (e.g., cash, joint venture accounts, accounts receivable, notes receivable, accrued income, deposits, materials inventory and prepaid expenses); Net Fixed Assets; Other Assets; Current Liabilities (e.g., accounts payable, notes payable, accrued expenses, pro- vision for income taxes, advances, accrued salaries and accrued payroll taxes); Other Liabilities (e.g., capital, capital stock, authorized and outstanding shares par values, earned surplus and retained earnings). 5.1.2 Name and address of firm preparing attached financial statement, and date thereof: 5.1.3 is the attached financial statement for the identical organization named on page one? 5.1.4 If not, explain the relationship and financial responsibility of the organization whose financial statement is provided (e.g., parent -subsidiary). 5.2 Will the organization whose financial statement is attached act as guarantor of the contract for con- struction? AIA DOCUMENT A305 • CONTRAITOR'S QI'AUFICATION STATEMENT • 19Wi EDITION • AIAS • •C 19M , A305.1986 5 THE AMERIC AN INSTITUTE OF ARCHITECTS, I739sNEW YOLK AVENUE. N.W.. WASIIINGTON, D.C. 21N11K+ I g. SIGNATURE day of 6.1 Dated at this 19 Name of organization: By: - Title: Gz L. being Hduly sworn deposes and says that the information provided herein is true :Ind sufficiently complete so as not to be misleading. Subscribed and sworn before me this Notary Public: jy Commission Expires: 19 day Of AIA poCUMENT A305 • t:ONTRALTOR'% QUAUFICATIO %TATEMENT • 1` ' IIIXI:TON. ILc:. _ I IIF. A IF.RII:A% I%STITt'TE OF ARCHITECTS. 1-3% NEVI' YURK A'tNl'E. •' 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 1S 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 12. UNCOVERING AND CORRECTION OF WORK G. CONSTRUCTION BY OWNER OR BY 13• MISCELLANEOUS PROVISIONS SEPARATE CONTRACTORS 14. TERMINATION OR SUSPENSION OF THE 7. CHANGES IN THE WORK CONTRACT This document has been approved and endorsed by the Associated Genc al 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. I 1 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 1 AIAe • 01987 THE AMERICAN INSTITUTE OF ARCHITECTS,1735 NEW YORK AVENUE, NW.. WASHINGTON, D.C. 20006 A201-1987 1 WARNING: Unlicensed photocopying violates U.s. copyright laws and Is sulod to legal prosecution. INDEX Acceptance of Nonconforming Worst ......... 9.6.6, 9.9.3,1Z.3 Acceptance of Work ........... 9.6.6, 9.8.2, 9.9.3, 9.10.1. 9.10.3. Aces" 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 ..................................... 1.13,3.11 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, 9.1o.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.)3. 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 .......... 4.2, 4.3.6, 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 ................. 9.4.2, 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 Scparate 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 Boller 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, 8.4, 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, 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.' Completion, Conditions Relating to ... •..... 3.11, 3.15, 4.2.2, 4.2.S. 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 ......................... 8 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, 15.7 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. 9.5.2, 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 ................ 1.1,416 Construction Change Directive, Definition of .............. 7.3.1 Construction Change Directives.... 1.1.1, 4.2.8, 73, 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, 8.1,' 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 .......................... 8.1.1 i\ r,t AIA DOCUMENT A201 • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • FOURTEENTH EDITION 2 A201-1987 AIAC • 01987 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.G. 20006 WARNING: Unlicensed photocopying violates U.S. copyright laws and is subject to legal pros"lon. 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, 4.5.6, 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..... 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, 3.1S.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 ...... I ........ I ... 11.3 GENERAL PROVISIONS ................................ 1 Governing Law .................................... 13.1 Guarantees (See Warranty and Warranties) Hazardous Materials ............................ 10.1, 10.2.4 Identifcation 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, 13.53, 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, 9.9t1, 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 AIAe • 01987 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON. D.G. 20006 A201-1987 3 WARNING: Unlicensed photocopying violstes U.S. copyright Iswa and Is subject to legal prosecution. 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, 10.1.4,10.2.5,11.1.2,11.2.1,11.5.7,13.4.2,13.5.2 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, 1 1.1.3, 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, Contractors ........................ 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. 11.3.0, 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................ I .............. I.............. 10.1 Performance Bond and Payment Bond ................. 7.3.6.4, 9.10.3, 1 1.3.9, 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, 6.2 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 ....... I .............. 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, 32.2.4, 13.4, 14 Royalties and Patents ............................... 3.17 r". J` AIA DOCUMENT A201 • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • FOURTEENTH EDITION 4 A201-1987 AIAe • 9)1987 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.G. 20006 WARNING- Unlicensed photocopying violates U.S. copyright Ira* and is subject to legal prosecution. Rules and Notices for Arbitration ..................... 4.5.2 Safety of Persons and Property ......... I ............. 10.2 Safety Precautions and Programs ........... 4.2.3, 4.2.7,10.1 Samples, Definition of .............................. 3.12.3 Samples, Shop Drawings, Product Data 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 SRe, 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 .......... I.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, 103.2, 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, 3.12.1, 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•subcontracior, 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 V lork ... • • • 9.3.2, 9.3.3 UNCOVERING AND CORRECTION OF WORK ............. 12 Uncovering of Work ................................. 12.1 Unforeseen Conditions ................... I . 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, 3.14.2, 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 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............ I ................. 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* • 19)1987 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 A201 -1 9a7 5 WARNING: Unlicensed photocopying violates U.S. copyright laws and is sublet! to legal prosecution. 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 Changc 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 pan 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 forts, 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 iechnical 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 ALA* • ®1987 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON. D.C. 20006 WARNING: Unlicensed photocopying violates U.S. copyright twos and Is subject to legal prosecution. 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 ani- 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 Opener 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 Opener or the Owners authorized representative. 2.1.2 The Opener 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 REOUIRED 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 furnisbed 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.f 2.2.2 The Opener 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 Opener shall secure and pay for necessary approvals, easements, assess- ments and charges required for construction, use or occupancy of permanent structures or for perrnartent changes in existing facilities. 2.2.4 Information or services under the Owricr's control shall be furnished 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 Opener enumerated herein and especially those in respect to Article 6 (Construction by Opener 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. n AIA DOCUMENT A201 - GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION - FOURTEENTH EDITION AIAW • Q 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 a` 3.2 REVIEW OF CONTRACT DOCUMENTS AND FIELD CONDITIONS BY CONTRACTOR 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. The Contractor shall not be liable to the Owner or Architect for damage resulting from errors, inconsis- tencies or omissions in the Contract Documents unless the Contractor recognized such error, inconsistency of omission and knowingly failed to report it to the Architect. if the Con- tractor performs any construction activity knowing it involves a recognized error, inconsistency or omission in the Contract Documents without such notice to the Architect, the Contrac- tor shall assume appropriate responsibility for such perfor- mance and shall bar an appropriate amount of the attributable costs for_correction. 3.2.2 The Contractor shall take field measurements and verify field conditions and shall carefully compare such field ma- surements and conditions and other information known to the Contractor with the Contract Documents before commencing activities. Errors, inconsistencies or omissions discovered shall be reported to the Architect at once. 3.2.3 The Contractdr shall perform the Work in accordance with the Contract Documents and submittals approved pur- suant to Paragraph 3.12. 3.3. SUPERVISION AND CONSTRUCTION PROCEDURES 3.3.1 The Contractor shall supervise and direct the Work, using the Contractor's best skill and attention. The Contractor shall be solely responsible for and have control over construc- tion means, methods, techniques, sequences and procedures and for coordinating all portions of the Work under the Con- tract, unless Contract Documents give other specific instruc- tions concerning these matters. 3.3.2 The Contractor shall be responsible to the Owner for acts and omissions of the Contractor's employees, Subcontractors and their agents and employees, and other persons performing portions of the Work under a contract with the Contractor. 3.3.3 The Contractor shall not be relieved of obligations to per form the Work in accordance with the Contract Documents either by activities or duties of the Architect in the Architect's administration of the Contract, or by tests, inspections or approvals required or performed by persons other than the Contractor. 3.3.4 The Contractor shall be responsible for inspection of por- tions of Work already performed under this Contract to deter- mine that such portions are in proper condition to receive sub- sequent Work. 3.4 LABOR AND MATERIALS 3.4.1 Unless otherwise provided in the Contract Documents, the Contractor shall provide and pay for labor, materials, equip- ment, tools, construction equipment and machinery, pater, hat, utilities, transportation, and other facilities and services necessary for proper execution and completion of the Work, whether temporary or permanent and whether or not incorpo- rated or to be incorporated in the Work. 3.4.2 The Contractor shall enforce 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. 3.5 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. 3.6 TAXES 3.6.1 The Contractor shall pay sales, consumer, use and similar taxes for the Work or portions thereof provided by the Con- tractor which are legally enacted when bids are received or negotiations concluded, whether or not yet effective or merely scheduled to go into effect. 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 arc 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 bar 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 AIAe • 9)1987 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 WARNING: Unlicensed photocopying violstes U.S. copyright Irm and Is subject to legal prosecutlon. 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 21 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 tend 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 and in 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.E 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 n AIA DOCUMENT A201 • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • FOURTEENTH EDITION AIAG • ®1987 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., VCASHINGTON, D.G. 20o06 A201 _1987 9 WARNING: Unlicensed photocopying violates U.S. copyright Ism and Is subject to legal prosecution. V\ 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 mused 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 itselo 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 parry 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. 3.16.3 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 muse 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 cf 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 fuw 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 arc 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 - FOUK I =4 i n cut i ivn 10 A201-1987 AIAe • ® 1987 THE AMERICAN INSTITUTE OF ARCHITECTS,1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 WARNING: Unlicensed photocopying vtolates U.S. copyright Isws and Is subject to legal prosecution. ts•t•..,I. 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 amorous. 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 Arcw- 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 Contractors 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 maner 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 fuel payrnent 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 Umits 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 AIRS - ®1987 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 WARNING: Unlicensed photocopying violates U.S. copyright Isrrs and Is subject to legal proseeWon. 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 materiallv and cause an increase or decrease in the Contractor's cost of, or time required for, performance of any pan 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. 4.3.6.2 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 Person or Property. If either parry to the Contract suffers injury or damage to person or property because of an act or omission of the other parry, 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 parry to investigate the matter. If a Claim for addi- tional cost or time related to this. Claim is to be assened, 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 AIAe • 01987 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 WARNING: Unlicensed photocopying violet** U.S. copyright Iva* and Is subject to legal prosecution. 4.5.2 Rules and Notices for Arbitration. Claims between the Owner and Contractor not resolved [order 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 parry 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 fugal 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 AIAe • ®198 % THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEVI' YORK AVENUE, N.W„ Vt'ASHINGTON. D.C. ZooW WARNING: Unlicensed photocopying violates U.S. copyright laws and is subject to legal prosecution. A201-1887 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 Contact 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 Ow ner'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 Sum 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 Owners 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 party 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. 1755 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 WARNING: Unlicensed photocopying violates U.S. copyright taws and is subject to legal pnOseeuUOn. ARTICLE 7 CHANGES IN THE WORK 7.1 CHANGES 7.1.1 Changes in the Work may be accomplished after execu- tion of the Contract, and without invalidating the Contact, 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 Contact 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 Contact 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 aA 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 panics 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 Contact Sum or Contact Time. 7.3.5 A Construction Change Directive signed by the Contac- 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 Sum, 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 AIAv • 01987 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.G. 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 1 I 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 21 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 rctainage 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 • FOURTEENTH EDITION 16 A201-1987 A1Ae • ©1987.THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON- D.G. 20006 WARNING: Unlicensed photocopying violates U.S. copyright Iaws and Is subject to legal prosecution. 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 pan 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 Stun. 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 pan, 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 mariner similar to that provided in Subparagnphs 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- r. AIA DOCUMENT A201 • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION - FOURTEENTH EDITION A1Ag • 01987 THE AMERICAN INSTITUTE OF ARCHITECTS, 1755 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. 9.0.3 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 haying 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 under 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 delaved 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 AAA? - S 198- THE ANIERICAN INSTITUTE OF ARCHITECTS. 1735 NE\%' PORK AVENUE. N.vr., WASH INGTON. D.C. 21MNK6 WARNING: Unlicensed photocopying violates U.S. copyright laws and is subject to legal prosecution. 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 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 pan 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 pany or person described in this Subparagraph 10. IA. 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- tors: 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 tour.- 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 pan 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 anvone 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: t- 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. 21HM A201-1987 19 WARNING: Unlicensed photocopying violates U.S. copyright laws and is subject to legal prosecution. 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- eny, 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 I I A -I 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 fumished 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 arc 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 arc not identified in the Contract Documents, the Owner shall pay costs not covered bemuse 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 mused. 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 polity, 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 ALAS • ®1987 THE AMERICAN INSTITUTE OF ARCHITECTS, 1755 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 WARNING: Unlicensed photocopying violates U.S. copyright lairs and Is subleet to legal prosecution. 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 terns 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 Waivers 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 panics 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.E A loss insured underOwner'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 Ow-ner'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! ial agreement is made, replacement of dam- aged property 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 onc, 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 sec 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 r- 12 AIA DOCUMENT A201 • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • FOURTEENTH EDITION AIAe • 01987 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20W6 A201-1987 21 WARNING: Unlicensed photocopying violates U.S. copyright Isere and Is subject to legal prosecution. 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 acttlal 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 art: 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 bome 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 arc 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 Contractors 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 21 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 10 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 AIAe • O 1987 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. Ioo06 WARNING: Unlicensed photocopying violates U.S. copyright laves and Is subject to legal piomwAlon, 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 Contra 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, al the legal rate prevailing from time to time at the place where the Project is located. 13.7 COMMENCEMENT OF STATUTORY LIMITATION PERIOD 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 Certifl- Cate 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 as 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 coma 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; X 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-d2y 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 Contra 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 Contra if the Contractor: 1 persistently or repeatedly refuses or fails to suppl} 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- C-. I - AIA DOCUMENT A201 • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • FOURTEENTH EDITION AIAG • 01987 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 part 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, mused 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. AIA DOCUMENT A201 - GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • FOURTEENTH EDITION 24 A4201-1987 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. 3/87 SUPF'LEMENTAFY_CONDITIONS The fallowing supplements modify the "General Conditions of the Contract for Construction," AIA Document A201, Fourteenth is Edition, 1987. Where a portion of the General Conditions the modified or deleted by these Supplementary Conditions, unaltered portions of the General Conditions shall remain in effect. ARTICLE 1: GENERAL PROVISIONS 1.1 Basic Definitions I.I.I. The Contract Documents 1.1.4. The Project 1.2 Execution, Correlation and Intent 1.2.3. In the event of conflicts or discrepancies among the Contract Documents, interpretations will be based on the following priorities. 1. The Agreement 2. Addenda, with those of later date having precedence over those of earlier date. 3. The Supplementary Conditions 4. The General Conditions of the Contract for Construction 5. Drawings and Specifications In case of an inconsistency between Drawings and Specifications or within either Document not clarified by addendum, the better quality or greater quantity of Work shall be provided in accordance with the Architects interpretation. Delete Subparagraph 2.2.5 and substitute the following: 2.2.5 The Contractor will be furnished free of charge 5 copies of Drawings and Project Manuals. Additional sets will be furnished at the cost of reproduction, postage and handling. ARTICLE 3; CONTRACTOR 3.4 Labor and Materials Add the fallowing Subparagraphs 3.4.3 and 3/4.4 to 3.4: 3.4.3 After the Contract has been executed, the Owner and the Architect will consider a formal request for the substitution of products in place of those specified only under the conditions 1 1 SUPPLEMENTARY CONDITIONS set forth in the General Requirements (Division 1 of the Specifications). 3.4.4 By making requests for substitutions based on Subparagraph 3.4.3 above, the Contractor. 1 represents that investigated the determined that it to that specified. the Contractor has personally proposed substitute product and is equal or superior in all respects 2 represents that the Contractor will provide the same warranty for the substitution that the Contractor would for that specified. 3 certifies that the cost data presented is complete and included all related casts under this Contract except the Architect's redesign casts, and waives all claims for additional casts related to the substitution which subsequently become apparent: and 4 will coordinate the installation of the accepted substitute, making such changes as may be required for the Work to be complete in all respects. 3.4.5 The Contractor shall ensure that the minumum wage rates shown in schedule below will be adhered to by the Contractor and all other persons carrying out the Contract. GENERAL_DEC I S I ON_NUMBER OOES -L Qlj QO Z-j Superceded General Decision No.-F69i-0023- t(_qA00Z3 State: Florida Construction Type: Residential County Gies): LAKE OSCEOLA ORANGE SEMINOLE % I SUFL4011 A _044r of#9`Tf* J G l d14 ` RESIDENTIAL CONSTRUCTION PROJECTS (Consisting of single family homes and apartments up to and including 4 stories). AIR CONDITIONING MECHANICS CARPENTERS Rates Fringes 5.77 6.59 SUPPLEMENTARY CONDITIONS 2 Rates Fringes CEMENT MASONS B.00 DRYWALL HANGERS 10.19 DRYWALL FINISHERS 9.00 ELECTRICIANS 6.23 INSULATIONS INSTALLERS 9.00 IRONWORKERS 6.25 LABORERS: Unskilled 4.25 Masan Tenders 5.00 PAINTERS 7•00 PLASTERERS 6.93 PLUMBERS 7.00 POWER EQUIPMENT OPERATORS: Backhoe 5.13 Front End Loader 5.17 SHEET METAL WORKERS 5.93 SOFT FLOOR; LAYERS 5.00 WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental. Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29 CFR 5.5 a) 1 (ii)). SUPPLEMENTARY CONDITIONS 3 3a Federal Labor Standards Provisions u.L Departtment of Hou.holl ^ - and urban Dwoolopment ir Applicability The Project or Program to which the Construction work Covered by tftis Contract pertains is being assisted by the United States of America and the following Federal Labor Standards Provisions are included in this Contract pursuant to the provisions applicable to such Federal assistance. A. 1. (q Minimum Wages. All laborers and mechanics employed or work- ing upon the site of the work (or under the United States Mousing Act of 1937 or under the Mousing Act *11949 in the construction or development of the progect), will be paid unconditionally and not less often than once a week. and without subsequent deduction or rebate on any account (except such payroll deductions as are permitted by regulations issued by the Secretary of Labor under the Copeland Act (29 CFR Pan 3> the full amount of wages and bona fide fringe benefits (Or cash equivalents thereof) due at time of payment computed at rates not less than those contained in the wage determination Of the Secretary Of Labor which is attached hereto and made a part hereof, regardless of any contractural relationship which may be alleged to exist between the contractor and such laborers and mechanics. Contributions made or costs reasonably anticipated for bona fide fringe benefits under Section 1(b)(2) of the Davis -Bacon Act on behalf of laborers or mechanics are considered wages paid to such laborers or mechanics. subject W the provisions of 29 CFR-5.51aptxiv): also. regular contributions made or costs incurred for more than a weekly period (but not less often than quarterly) under plans. funds. or programs. which cover the particular weekly period, are deemed t0 be constructively made or incurred during such weekly period. Such laborers and mechanics shall be paid the appropriate wage rate and fringe benefits on the wage determination for the classification of work actually performed. without regard to skill, except as provided in 29 CFR Pan $4(.. ax4..lraborers titormechanicsperformingworkinmore an one claaeification mK)Fbe compensated at the rate specified for each classiflca- tio:1 for the time actually worked therein: Provided. That the employer's pay- roll records accurately set fonh the time spent in each classification in which work is performed. The wage determination (including any additional classification and.wage rates conformed under 29 CFR Pan 5.5(aX1)(i1 and Me Davis -Bacon poster (WM-1321) shall be posted at all times by the con- tractor and fts subcontractors at the site of the work in a prominent and accessible. place where it can be easily seen by the workers a) (a) Any class of laborers or mecharncs which is not listed in the wage determination and which is W be employe: under the contract shall be ciassified in conformance with Inc wage determination. MUD shall approve an additional classification and wage rate and fringe benefits therefore Only when the following criteria have been met 1) The work to be performed by the classification requested is not performed by a classification in the wage determination; and 2) The classification is utilized or. the area by the construction industry: and 3) The proposed wage rate, including any bona fide fringe bene- fits, bears a reasonable relationship to the wage rates contained in Me wage determination. b) it the contractor and the laborers and mechanics to be employed in the classification fit known), or their representatives. and MUD or its designee agree on the classification and wage rate (including the amount designated for hinge benefits where appropriate), a repon of the action taken shall be sent by MUD or its designee to the Administrator of the Wage and Hour Division. Employment Standards Administration. U.S. Department of Labor. Washington, D.C. 2021M The Administrator. or an authorized represenmtive. will approve. modify. or disapprove every additional classifi- cation action within 30 days of receipt and so advise HUD or its designee or will notify HUD or its designee within the 30-day period that additional time is necessary. (Approved by the Office of Management and Budget under OMB control number 1215-01404 c) In the event the contractor. the laborers or mechanics to be employed in the Classification or their representatives. and MUD or its designee do not agree on the proposed classification and wage rate Aneinn71m1!d for fringe benefits, where appropriate). MUD W its designee shall refer the questions, including the views of all interested parties and the recommendation Of MUD Or its designee. to ate Administrator for determination. The Adnunmstrator, or an authorized repre- sentative, will issue a determination within 30 days Of receipt and so advise MUD or its designee or will nobly MUD or its designee within the 30-day period Thal additional time is necessary. (Approved by the Office of Man- agement and Budget under OMB Control Number 1215.0140.) d) The wage rate (including fringe benefits where appropriate) determined pursuant to subparagraphs (1xb) or (c) of this paragraph, shall be paid to all workers performing work in the classification under this con- tract from the first day on which work is performed in the classification. 91) Whenever the minimum wage rate prescribed in the contract for a Class Of laborers or mechanics includes a fringe benefit which is not expressed as an hourly rate. the contractor shall either pay the benefit as stated in the wage determination or shall pay another bona fide hinge benefit or an hourly cash equivalent thereof. iv) it the contractor does not make payments to a trustee Or Other third person. the contractor may consider as pan of the wages of any laborer L r mechanic the amount of any costs reasonably anticipated on providing bona fide fringe benefits under a plan or program. Provided. That the Secretary o1 labor has found. upon the written request of the contractor. Mat the applicable standards of the Davis -Bacon Act have been met The Secretary of labor may require the contractor to set aside in a separate account assets for the meeting of obligations under the plan Or program. Approved by the Office of Management and Budget under OMB Control Number 1215-0140.) 2. Withholding. HUD or its designee shall upon its own action or upon written request of an authorized representative of the Department of labor withhold or cause to be withheld from the Contractor under this Contract or qny other Federal contract wiM tree same prime contractor. or any other Federally -assisted contract subject to Davis -Bacon prevailing wage requirements. which is held by the some prime Contractor so much of the accrued payments or advances as may be considered necessary to pay laborers and mechanics. including apprentices. trainees and helpers. employed by the contractor or any subcontractor the full amount of wages required by the contract In the event of failure to pay any laborer or mechanic. including any apprentice. trainee or helper. employed or working on the site of the work (or under the United States Mousing Act Ot 1937 or under the Mousing Act of 1949 in the Construction or development of the project). all or pan of the wages required by the contract. MUD or its desig- nee may. after written notice to the contractor, sponsor, applicant. or owner. lake such action as may be necessary to cause the suspension of any further payment advance, or guarantee of funds until such violations have ceased. HUD or its designee may. after written notice to the ccnimew. dis- bursa such amounts withheld for and on account of the contractor or sub- oontraClor to the respective employees to whom they are due. The Comp- troller General shall make such disbursements in the case of direct Davis -Bacon Act contracts. 3. m Payrolls and bask naoeds. Payrolls and basic records relating thereto shall be maintained by the contractor during the course of Ole wor preserved for a period of three years thereafter for all laborers and mechanics working at the site of the work (or under the United States Mousing Act of 1937. or under the Mousing Act of 1949. in the construction or development of the projeo. Such records shall contain the name. address. and social security number of each such worker, his or her cof- . reel classification, hourly rates of wages paid (including rates Of Contribu- tions or costs anticipated for bona fide fringe benefits or cash equivalents thereof of the types described in Section 1(b)(2(B) Of the Davis-b'COn Ac daily and weekly number of hours worked. deductions made and actual wages paid. Whenever the Secretary of Labor has found under 29 CFR 5..A axlxiv) that the wages of any laborer Or mechanic include the amount Of any costs reasonably anticipated in providing benefits under a plan or pr gram described in Section t(b)(2KB) of the Davis -Bacon Act the Contract shall maintain records which show that the commitment to provide such i Will. is enforceable. that the Plan Or program is financially responsible. apprentice The allowable ratio Of aPPr*mbc*s 10 )OurneyRlen On Ore Pb One I that the plan of program has been communicated on writing to the in any craft classification .hall not be greater Won Me ratio Permitted to time orers or mechanics allected. and records which show the costs anticm- or " actual cost hncurac in providing such benefits Contractors contractor as ID the entire work force under the registered program Any worker listed on a payroll at an apprentice wage rate. who is not registered paled ple?"ng apprentices or trsrnees under approved programs Matt maintain lien evidence of the reg straf on of apprenticeship programs and certifi- Of otherwise employed as stated above. Plied be paid not less than Oho applicable wage rate on the wage determination for the classification of ion of vomnee programs. the registration of the apprenUces and trainees. work actually performed. In addition. any apprentice performing work on the job site in excess Of the ratio permitted under the registered programandtheratiosandwageratesprescribedintheapplicableprograms proved by the Office of Management and Budget under OMB Control shalt be paid not less Oran fie applicable wage rate on the wage determm- mbers 1215.0140 and 1215-0017.) The shall submit weekly for each week in which any nation for the work actually performed Where a contractor is performing construction on a project in a locality other than riot in which its program isa) (a) convector Contract work is performed a copy of all payrolls to MUD or its designee if registered. the ratios and wage rates (expressed in percentages of the jow agency is a party to the contract but it the agency is not such a pony. neyman's hourly rate) specified in the contractor's or subcontractors regts- contractor will submit Ole payrolls m the applicant sponsor. or owner. tared program shall be observed. Every apprentice must be paid at not Ole rate specified in the registered program for the apprenUce'sthecasemaybe. for transmission to HUD or its designee The payrolls suamined shall set out accurately and completely all of the information less than level of progress, expressed as a percentage of the journeymen hourly rate au)red to be maintained under 29 CFR Pan 5.5(a)(31U) This information is specified in the applicable wage determination. Apprentices shalt be paid hinge benefits in accordance with the provisions of Ole apprenticeship1ybesubmittedinanyformdesired. Optional Form WM-347 available r this purpose and may be purchased from the Superintendent of Docu- program. If Me apprenticeship program does not specify hinge benefits. menu (Federal Stock Number 029-005-00014-1). U.S. Government Printing apprentices must be paid the full amount of hinge benefits listed on the lice. Washington. DC. 20402 The prime contractor is responsible for the wage determination for the applicable classification. B the Administrator bmission of copies of payrolls by all subcontractors. (Approved by Me determines that a different practice prevails for the applicable apprentice fringes "It be paid in accordance with that determination forliceofManagementandBudgetunderOMBControlNumberclassification., th e event the Bureau Of Apprenticeship and Training. or a State Appren- 1215-0149) b) Each payroll submitted shot: be accompanied by a 'Statement of ticeship Agency recognized by the Bureau. withdraws approval of an omphance.' signed by the contractor or subcontractor Or his Or her agent apprenticeship program, Inc Contractor will no longer be permitted to utilat at less than the applicable predetermined rate for the workwhopaysorsupervisesthepaymentofthepersonsemployedundertheapprentices performed until an acceptable program is approved. contract and shot corny the following 1) That the payroll for the payroll period contains the information ii) Trainee:. Except as provided in 29 CFR 516. trainees will not be squired to be maintained under 29 CFR Pan S.5 (a)(3Xi) and Ghat such permitted to work at less Oran the predetermined rate for the work per - they are employed pursuant to and individually registered or. information is correct and complete. 2) Trial each laborer or mechanic (including each helper, formed unless a program which has received prior approval, evidenced by formal certifi- pprentice. and varnee) employed on the convect during the payroll period cation by the U.S. Department of labor. Employment and Training Admino- The ratio of trainees to journeymen on the job site shall not beasbeenpaidthe.rull weekly wages earned, without rebate. either directly or indirectly. and that no deductions have been made either directly or indm- stration. greater Oman permitted under Vie plan approved by the Employment and recdyjrom thi hill gages earned. other than permissable deductions as set Training Administration. Every trainee must be paid at not less Oman the rate in Me approved program for the trainee's level of progress. onhr in 29 CFR Part 3: 3) That each laborer or mechanic has been paid not less Oman the specified expressed as a percentage of the journeyman hourly rate specified in Oho applicable wage rates and hinge benefits or cash equivalents for the clan- applicable wage determination. Trainees shalt be paid hinge benefits in sication of work performed, as specified in the applicable wage determine- accordance with the provisions of the trainee program. it the trainee pro - gram does not mention hinge benefits, trainees shall be paid the lullionincorporatedintothecontract c) The weekly submission of a properly executed certification set amount of hinge benefits listed on the wage determination unless the forth on the reverse side of Optional Form WH-347 shall satisfy Ore Administrator of vie Wage and Hour Division determines that there is an requirernem': tot subrmissi*n of tie -Statement of Compliance required by thapprenticeshipprogramassociatedwith e corresponding journeyman- wage rate or. me wage determination which provides for less M&.-.. full paragrao'+ A-3.0rj(bi of th-s se":ar d) The falsificatror. of any of the above cerufrcatiors may subject the fringe benefits for apprentices. Any employee listed on the payroll at a contractor or subcontractor to civil or cnminal prosecution under Section 1001 of Title 16 and Section 231 of Title 31 of the United States Code. trainee rate who is not registered and participating in a training plan approved by the Employment and Training Administration shalt be paid no' fiQ The contractor or subcontractor shalt make the records required less than the applicable wage rate on the wage determination for the work In addition, any trainee performing work on the job siteunderparagraphA.3.0) of this section available for inspection, copying. or transcription by authorized representatives of HUD or its designee or the actually performed. in excess of the ratio permitted under the registered program shalt be paid Department of Labor. and shhalf permit such representatives to interview employees during working hours on the job. M the contractor orsubcon- not less Oman the applicable wage rate on the wage determination lot the work actually performed In the event the Employment and Training Admin- treclor fails 10 submit the required records or to make them available. HUD istration withdraws approval of a training program. the contractor will no or its designee may. after written notice to the contractor, sponsor, apPii- longer be permitted to utilize trainees at less flan me applicable Predator - mined rate for Vie work performed until an acceptable program is cantorowner, take such action as may be necessary to cause the sus- pension of any further payment advance, or guarantee of funds. Further- failure to submit the required records upon request or to make such approved• rr) Equal employment opportunity. The utilization of apprentices. more, records available may be grounds for debarment action pursuant W 29 trains" and journeymen under this part shall be in conformity with the equal employment opportunity requirements of Executive Order 1124& as CFR Pin 5.12. 4. ( 1) Apprentices and Trainees. Apprentices. Apprentices will be per- amended. and 29 CFR Pan 30. S. Compliance with Copeland Act requirerneMs. The Contractor shall miffedtoworkatlessOmanthepredeterminedratelottheworktheyPer- they employed pursuant to and individually registered in a comply with the requirements of 29 CFR Port 3 which are incorporated by formed when are Dona fide apprenticeship program registered with the U.S. Department Of reference in this contract 6. Subcontracts. The contractor or subcontractor will insert in any sub - Labor. Employment and Training Administration, Bureau of Apprenticeship State Apprenticeship Agency recognized by the contracts the clauses contained in 29 CFR 5.5(axl) through (10) and such and Training, or with a Bursa;:. or if a person is employed in his or her first 90 days of probationary is other clauses as MUD or its designee may by appropriate instruction require, and also a clause requiring the subcontractors to include these employmentasanapprenticeinsuchanapprenticeshipprogram, who not individually registered in Oho progran4 but who has been Certified by the clauses in any lower tier subcontracts. The prime contractor shaft be Bureau of Apprenticeship and Training or a State Apprenticeship Agency responsible for the compliance by any subcontractor or lower. tier subc0n- lwhere aoorooriateh to be elide for probationary employment as an tractor with all the contract clauses in 29 CFR Part S.S. 3c T. Contracte termination; debarment A breach Of lire contact clauses in 29 CFR 5.5 may be grounds for termination of the contracL and for debar- ment as a contractor and a subcontractor as provided in 29 CFR &12. 8. Compliance with Davis -Bacon and Related Act Requirements. All rul- ings any interpretations of the Davis -Bacon and Related Acts contained in 29 CFR Pans 1, 1 and 5 are herein incorporated by reference in this contact 9. Disputes concerning labor standards. Dispute arising out of Vie labor standards provisions of this contract shall not be subject to the general disputes clause of this contract Such disputes shall be resolved in accor- dance with the procedures of the Department of Labor set forth in 29 CFR Parts 5, & and 7. Disputes within the meaning of this clause include dis- putes between the contractor (or any of its subcontractors) and HUD or Its designee, the US. Department of Labor, or the employees or their representatives 10. (1) Certification of Eligibility. By entering into this contract the con- tractor certifies that neither it (nor he or she) nor any person or firm who has an interest in the contractor's firm is a person or firm ineligible to be awarded Government contracts by virtue of Section 3(a) of the Davis - Bacon Act or 29 CFR 5.12(ax1) or to be awarded HUD contracts or partici- pate in HUD programs pursuant to 24 CFR Part 24. il) No part of this contract shall be subcontracted to any person or firm ineligible for award of a Government contract by virtue of Section 3(a) of the Davis -Bacon Act or 29 CFR 5.12(ax1) or to be awarded HUD contracts or participate in HUD programs pursuant to 24 CFR Part 24. m The penalty for making false statements is prescribed in the U.S. Criminal Code,18 U.S.C.1001. Additionally, U.S. Crimnal Code. Section 1010, Title 18 . U.S.C. "Federal Housing Administration transactions", pro- vides in part "Whoever, for the purpose of., influencing in any way the action of such Administration.. makes, utters or publishes any statement knowing the same to be false... shall be fined not more than $5.000 or imprisoned not more than two years, or both.' 11. Complaints, Proceedings, or Testimony by Employees. No taborer or mechanic to whom the wage, salary, or other labor standards provisions of this Contract are applicable shall be discharged or in any other manner discriminated against by the Contractor or any subcontractor because such employee has riled any complaint or instituted or caused to be instituted any proceeding or has testified or is about to testify in any proceeding under or relating to the labor standards applicable under this Contract to his employer. B Contract Work Hours and Safety Standards Act As used in this para- graph, the terms "laborers" and "mechanics" include watchmen and guards 1) Overtime requirements. No contractor or subcontractor contracting for any pan of the contract work which may require or involve the employ- ment of laborers or mechanics shall require or permit any such laborer or mechanic in any workweek in which he or she is employed on such work to work in excess of eight hours in any calendar day or in excess of forty hours in such workweek unless such laborer or mechanic receives com- pensation at a rate not less than one and one-half times the basic rate of pay for all hours worked in excess of eight hours in any calendar day or in excess of forty hours in such workweek, whichever is greater. 2) Violation; Nobility for unpaid wages; liquidated damages. In the event of any violation of the clause set forth in subparagraph (1) of this paragraph, the contractor and any subcontractor responsible therefor shall be liable for the unpaid wages In addition, such contractor and subcon- tractor shalt be liable to the United States (in the can of work done under contract for the District of Columbia or a territory, to such District or to such territory), for liquidated damages. Such liquidated damages shall be com- puted with respect to each Individual laborer or mechanic, including watchmen and guards, employed in violation of the clause set forth in sub- paragraph (1) of this paragraph, in the sum of S10 for each calendar day on which such individual was required or permitted to work in excess of eight hours or in axe= of the standard workweek of forty hours without pay- ment of the overtime wages required by the clause set forth in subpara- graph (1) of this paragraph. 3) Withholding for unpaid wages and liquidated damages HUD or its designee shall upon Its own action or upon written request of an autho- rized representative of the Department of tabor withhold or cause to be withheld, from any moneys payable on account of work performed by the contractor or subcontractor under any such contract or any other Federal contract with the same prime contract or any other Federally -assisted con- tract subject to the Contract Work Hours and Safety Standards Act which is held by the same prime contractor such sums as may be determined to be necessary to satisfy any liabilities of such'contractor or subcontractor for unpaid wages and liquidated damages as provided in the clause set forth in subparagraph (2) of this paragraph. 4) Subcontracts. The contractor or subcontractor shall insert in any subcontracts the clauses set forth in subparagraph (1) through (4) of this paragraph and also a clause requiring the subcontractors to include these clauses in any lower %er subcontracts. The prime contractor shall be responsible for compliance by any subcontractor or lower tier subcontrac- tor with the clauses set forth in subparagraphs (1) through (4) of this paragraph. C. Health and Safety 1) No laborer or mechanic shall be required to work in surroundings or under working conditions which are unsanitary, hazardous, or danger- ous to his health and safety as determined under construction safety and health standards promulgated by the Secretary of labor by regulation. 2) The Contractor shall comply with all regulations issued by the Secretary of tabor pursuant to Title 29 Part 1926 (formerly part 1518) and failure to comply may result in imposition of sanctions pursuant to the Con-,, tract Work Hours and Safety Standards Act (Public taw 91-54, 83 Slat '::l. 3) The Contractor shall include the provisions of this Article in every subcontract so that such provisions will be binding on each subcontractor. The Contractor shall take such action with respect to any subcontract as the Secretary of Housing and Urban Development or the Secretary of Cabo shall direct as a means of enforcing such provisions HUD-4010 (2.84) 3.8 ALLOWANCES 3.8.2.3 Add the fallowing t6 the end of when installation is specified as part General requirements (Division 1 of the Clause 3.8.2.3: Except of the allowance in the Specifications). SUPPLEMENTARY CONDITIONS 4 ARTICLE; SUBCONTRACTORS 5.2 Award of Subcontracts and Other Contracts for Portions of the Work 5.2.1.1 Not later than 10 days after the date of commencement, the Contractor shall furnish in wri-ting to the Owner through the Architect the names of persons or entities proposed as manufacturers for each of the products identified in the General Requirements (Division 1 of the Specifications) and, where applicable, the name of the installing Subcontractor. ARTICLE 9: PAYMENTS AND COMPLETION 9.3.1 Add the following sentence to Subparagraph 9.3.1: The form of application for Payment shall be a notarized AIA Document G702, Application and Certification f6- Payment, supported by AIA Document G703, Continuation Sheet. Add the following Clause 9.3.1.3 to 9.3.1: 9.3.1.3 Until Substantial Completion, the Owner shall pay 90 percent of the amount due the Contractor on account of progress payments. SUBSTANTIAL COMPLETION 9.8.3 Add the following sentence: The payment shall be sufficient to increase the total payments to 95 percent of the Contract Sum, less such amounts as the Architect shall determine for incomplete Work and unsettled claims. 9.11 Liquidated Damages 9.11.1 The Contractor and the Contractor's surety, if any, shall be liable for and shall pay the Owner the sums hereinafter stipulated as liquidated damages for each calendar day of delay until the Work is substa.nially complete: Niney Five Dollars ($95.00) ARTICLE 10; PROTECTION OF PERSONS AND PROPERTY ARTICLE 11; INSURANCE AND BONDS 11.1 Contractor's Liability Insurance Delete the semicolon at the end of Clause 11.1.1.1 and add: , including private entities performing Work at the site SUPPLEMENTARY CONDITIONS 5 and exempt from the coverage on account of number of employees or occupation, which entities shall maintain voluntary compensation coverage at the same limits specified for mandatory coverage for the duration of the Project. 11.1.1.2 Delete the semicolon at the end of Clause-_ 11.1.1.2 and add: or persons or entities excluded by statute from the requirements of Clause 11.1.1.1 but rewired by the Contract Documents to provide the insurance required by that Clause. 11.1.1.8 Liability Insurance shall include all major divisions of coverage and be on a comprehensive basis including: 1. Premises Operations (including X, C and U coverages as applicable). 2. Independent Contractor's Protective. S. Products and Completed Operations. 4. Personal injury Liability with Employment Exclusion deleted. 5. Contractural, including specified provision for Contractor's obligation under Paragraph 3.18. 6. Owned, now -awned and hired motor vehicles. 7. Broad Farm Property Damage including Completed Operations. 11.1.1.9. If the General Liability coverages are provided by a Commercial General Liability Policy on a claim -made basis, the policy date or Retroactive Date shall predate the Contract; the termination date of the policy or applicable extended reporting period shall be not earlier than the termination date of coverages required to be maintained after final payment, certified in accordance with Subparagraph 9.10.2 Add the following Clause 11.1.2.1 to 11.1.2: 11.1.2.1 The Insurance required by Subparagraph 11 . 1 . 1 shall be written for not less than the following limits, or greater if required by law: 1. Worker's Compensation: a) State: Statutory b) Applicable Federal (e.g., Longshoremen's): Statutory c) Employer's Liability: $500,000-00 per Accident 500,000.00 Disease, Policy Limit 500 , i i;_;t - 00 Disease, Each Employee 2. Comprehensive or Commercial General. Liability (including remises Operations; independent Contractors' Protective: Products and completed Operations Broad Form Property Damage): a) Bodily Injury: Each Occure ice SUPPLEMENTARY CONDITIONS 6 E, 000, cj00 , oo Aggregate b) Property Damage: 1,000!000.0i) Each Occurence 2, 000, 000.0o Aggregate c) Products and Completed Operations to be maintained for 2 years after final payment. 2, 000, 000. 00 Aggregate d) Property Damage Liability Insurance shall provide_ X< C and U coverage. e) Broad Form Property Damage Coverage shall include Completed Operations. 3. Contractural Liability: a) Bodily Injury: 1 , 000, i>00. 0i, Each Occurence 2,000,000.00 Aggregate b) Property Damage: 1,0009000.00 Each Occurence 2,000,000.ir0 Aggregate 4. Personal Injury, with Employment Exculsion deleted: 2,000,00; .Oo Aggregate 5. Business Auto Liability (including owned, non -owned and hired vehicles: a) Bodily Injury: S1,000,000.00 Each Occurence 2,000,000.Oo Aggregate b) Property Damage: 2,000,000.00 Each Occurence 6. If the General Liability coverages are provided by a Commercial Liability policy, the: a) General Aggregate =_ahll be not less_ than $2,000.000.00 and it shall apply, in total to this Project only. b) Fire Damage Limit shall be not less than $50 ,000.00 in any one Fire. SUPPLEMENTARY CONDITIONS 7 c) Medical Expense.Limit shall be not less t•_ `ar, V75, 00_ .00 on any one person. 7. Umbrella Excess Liability: i $ 1 ,000,000.00 over prifreary insurance retention for self -insured hazards each occurrence 11.1.3 Add the following sentence to Subparagraph 11.13: If this insurance is written Gin the Comprehensive General Liability policy form, the Certificates shall be AIA Document r-37(:)5, Certificate of Iinsurance. If this insurance isp written, or, a Commercial General Liability Policy (form, ACORD form 25S will be acceptable. 11.3 Property Insurance OPTION A When Owner carries_ property insurance as required by AIA Document A201 . ) 11.3.1.1 Acid the following sentence to ClaL!se 11.3.1.: The farm of policy for this coverage shall be Completed Value. 11.3.1.3 Add the fallowing sentence to Clause This property insurance is written with a deductible of $250.00 per occurence with a deductible aggregate of $250.00. 11.4 Performance Band and Payment Bond Delete Subparagraph 11.4.1 and substitute the fallowing: 11.4.1 The Contractor shall furnish bonds covering faithful performance of the Contract and payment of Gbli.gatioi; arisir!C) therUnder. Bonds may be obtained through the Contractor's usual source aind the cost thei-of shalll be iincluded in the Contract Sum. The amount of each bond shall be equal to 100 percent of the Contract SUCH. 11.4.1.1 The Contractor shall deliver the rquired bonds to tin_ Owner inc.t later than three days following the date the Agreement is entered ii-.to, of if the Work: is to be commenced prior thereto in response to a letter of intent, the Contractor shall. priorprfor to the commencement of the Worm:, submit evidence satlSfEtctory to the Owner that such bonds will be furinished. 11.4.1.2 The Contractor shall reqL.!ire the a.ttoriney-irr-fact w:na e:ecutr_s the required bands on behalf of the surety to affix: thereto a certified and current copy of the power of attorney. SUPPLEMENTARY CONDITIONS e Add the following paragraphs 13.8 to Article 13: 13.8 Equal Opportunity 13.8.1 The Contractor shall maintain policies of employment as follows: 13.8.1.1 The Contractor and Contractor's Subcontractors shall not discriminate against any employee or 'applicant for employment because of race, religion, color, sex or national origin. The Contractor shall take affirmative action to insure that applicants are employed, and that employees are treated during employment without regard to their race, religion, color, sex or national origin. Such action shall include, but not limited to, the following: employment, upgrading, demotion or transer; recruitment or recruitment advertising; layoff or termination; rates of pay or other 'forms of compensation; and selection for training, including apprenticeship. The Contractor agrees to past in conspicuous places, available to employee_ and oppiicants for employment, notices setting forth the policies of non- discrimination. 13.8.1.2 The Contractor and the Contractors shall, in all solicitations or advertisements for employees placed by them or on their behalf, state that all qualified applicants will receive consideration for employment without regard to race, religion, color, sex or national origin. ARTICLE 14; TERMINATION OR SUSPENSION OF THE CONTRACT Add the following Paragraph 14.4 to Article14: 14.4 Termination by the Owner for Convenience 14.4.1 The Owner may, at any time, terminate the Contract for the Owner's convenience and without cause. 14.4.2 Upon receipt of written notice from the Owner of such termination for the Owner;s convenience, the Contractor shall: 1 Cease operations as directed by the Owner in the notice; 2 Take actions necessary, or that the Owner may direct, for the protection and pCreservation of the Work:; and 3 Except for Word: directed to be performed prior to the effective date of termination stated in the notice, terminate all existing Subcontracts and purchase orders and enter into no further- Subcontracts and purchase orders. 14.4.3 In case of such termination for the Owners convenience, the Contractor shall be entitled to receive payment from the Owner on the sa.i*fie basis provide in Subparagraph 14.1.2. SUPPLEMENTARY CONDITIONS 9 SECTT U SC SF'E ; T ;L_CGNu I T A Ct•.!S GENMP These Special Conditions are hereby made a part of every Section of this Specification and shall be binding upon Contractor, Subcontract- ors and Material Suppliers. SC 1 COOS EriAT I uN_W i.TH_F'UFL I.C_SEFi I CE_COMFAty I ES A. MOTE: Contractor is to ratify appropriate persons within local utilities 46 hours before commencement of any work, to verify location of existing below grade pipes, cables, poles, towers and rightofways that could be hazardous to life, limb or health. This - Contractor will be held solely responsible for any damage as stated above. SPECIAL CONDITIONS SC-1 WARRANTY -GUARANTEE DivisionNo.; _..._..----._...............__.._._.......__..---... ---- Sect ion No.: ................. Title: _.------------------------..---- To' --------------------------- Owner Address Re: ------------------------------ Project Name gRn1_ vc12_ p name does not hereby certify to all guaranrtees and warranties taking effect on day of Substantial Completion and shall remain in force as required by Contract Documents for the construction of_ _ _ _____.-•-------.._--- and further- certifies that all labor. warranties }hall be furnished at no cast to the Owner for the duration of each guarantee or warranty period. CGntractGi' ' s Name Address NOTARIAL SEAL) F y, . type name of signee below) Title: .............................. Swarm to and subscribed before me this --------- day of ----------------- Notary Public, State -of Florida Mycommission expires SPECIAL CONDITIONS SC-2 SECTION 01010 - SUMMARY OF WORK PART 1 - GENERAL RELATED DOCUMENTS Drawings and general provisions of Supplementary Conditions and other apply to this Section. PROJECT DESCRIPTION Contract, including General and Division-1 Specification Sections, The Project consists of the rehab of the Lake Jennie Apartments at 1311 Santa Barbara Drive; Sanford, Florida as shown on Contract Documents prepared by Stuart Miles Miller, Architect, dated January 2, 1996. Project Number: 95019. The Work consists of the exterior and interior rehabilitation of the existing buildings and landscape. The Work includes landscaping, demolition of tennis court fence, exterior fencing, rehabilitation of dock, clean-up of Lake shore, pressure washing of exterior masonry walls and sidewalks, re- roofing with ridge vents, insulation, soffit and fascia -repair, interior and exterior painting, repair and replacement of windows, repair of second floor porches, repair of laundry room floor, replacement of water heater, door replacement, carpet replacement, vinyl floor replacement, appliance replacement, provision of vertical blinds, provision GFI receptacles and miscellaneous repair and replacement of existing items. SEE REHABILITATION CHECKLIST schedule at end of this Section. SEE DRAWINGS AT END OF THIS SECTION WORK SEQUENCE The Work will be conducted in the following sequences: Exterior Building Work: Any work that does not require evacuation of tenants may begin immediately upon receipt by the Contractor of the Notice To Proceed and shall be substantially complete within 120 days from the commencement of construction.' Interior Work That Requires Vacating Premises: One unit only may be occupied at the start of rehabilitation. Work on all other interiors may begin upon receipt of Notice To Proceed and shall be substantially complete and ready for occupancy within 120 days. The one occupied apartment will be vacated as soon as Work is substantially complete and ready for occupancy in one of the rehabilitated units. CONTF,ACTOF_USE_OF_FFEMISES General: Limit use of the premises to construction activities in areas indicated; allow for Owner occupancy and use by the public. Confine interior operations to a 2 unit group until complete. Portions of the site beyond areas in which construction operations are indicated are not to be disturbed. Peep driveways and entrances serving the premises clear and available to the Owner and the Owner's employees at all times. Da not use these areas for parking or storage of materials except as indicated on key site plan Schedule deliveries to minimize space and time requirements for storage of materials and equipment on site. Use_gf_the_Existing_Suilding: Maintain the existing building in a weathertight condition throughout the construction period. Repair damage caused by construction operations. Take all precautions necessary to protect the building and its occupants during the construction period. OWNER; OCCUPANCY Full_ Owner_Occueancy: The Owner will occupy the site and _ existing buildings during the entire construction period except for phased building groups designated for interior work. Cooperate with the Owner during construction operations to minimize conflicts and facilitate Owner usage. Perform the Work so as not to interfere with the Owner's operations. A Certificate of Substantial Completion will be executed for each specific portion of the Work to be occupied prior to Owner occupancy. Prior to partial Owner occupancy, mechanical and electrical systems shall be fully operational. Required inspections and tests shall have been successfully completed. Upon occupancy the Owner will provide operation and maintenance of mechanical and electrical systems in occupied portions of the building. END OF SECTION 01010 01010-2 LAKE JENNIE REHABILITATION CHECK LIST ITEM NO LIST OF WORK yl O OC W F- W J j J m d J Q z V a- oc o z J z o f- a! nz U x J O O W v, o x d i a V 1 PROVIDE INSECT TREATMENT --<TENT BLDG. 2 PROVIDE LANDSCAPING PER ALLOWANCE. v/ 3 REMOVE & DISPOSE CHAIN LINK FENCE @ TENNIS C 0/4 PRESSURE WASH EXTERIOR MASONRY. 5 RE -ROOF BUILDING w/ RIDGE VENTS. 6 INSULATE 2nd FLOOR CEILING. 7 REPLACE SOFFIT VENT SCREENS. 8 REPAIR FASCIA & SOFFIT. 9 PAINT EXTERIOR, 0 REPLACE ALUM. WINDOWS 11 REPAIR ALUM. WINDOWS.AS NECESSARY 12 SERVICE POOL EQUIPMENT & DRAIN 1.3 PROVIDE WOOD POOL FENCE AND GATES V14 REPLACE ONE WATER HEATER. 05 REPAIR SECOND FLOOR PORCHES (2). 16 REPAIR/REPLACE LAUNDRY ROOM FLOOR. 17 CARPET @ PUBLIC HALLS. 18 PAINT INTERIOR @ PUBLIC HALLS. 19 REPLACE EXTERIOR DOOR. 20 REPLACE EXTERIOR DOOR HARDWARE. - CLOSER HANDLES 19 PUSH PLATE 19 HINGES L1 LAKE JENNIE REHABILITATION CHECK LIST ITEM LIST OF WORK J J J u z o NO. C 4 u z cc a oc a c u.+ X W Q W W d Z J 21 RENOVATE OFFICE APARTMENT AS SHOWN 22 PROVIDE ENTRY FENCE AS SHOWN. @ WEST ENTRY. SEE SITE PLAN. ENTRY WALL ELEVATION AND SECTION V 24 REWELD RAILING @ SECOND FLOOR WEST LANDING.? 25 REFASTEN RAILINGS AS REQUIRED. 26 REPAIR/REPLACE EXISTING WOOD FENCE AT WEST PROPERTY LINE. 27 PROVIDE CONCRETE H.C. RAMP AT FRONT ENTRANCE AS SHOWN. v/ 28 PROVIDE 1 HOUR FIRE PROTECTION AT TWO ATRIUM STAIR STORAGE CLOSETS. 29 REPAIR !WOOD CABINET/DOOR SYSTEM OVER METERS/ PANELS AT ATRIUM. 30 REROOF RECREATION BUILDING- 1 PAINT RECREATIUNc 32 REHAB RECREATION BUILDING AS SHOWN 33 REROOF MECHANICAL BUILDING 34 PAINT EXTERIOR @ MECHANICAL BUILDING 35 REPLACE DOOR @ MECHANICAL BUILDING 36 REROOF PUMP HOUSE F.af V 37 PAINT EXTERIOR @ PUMP HOUSE J38 PROVIDE' RAISED SEPTIC TANK & LIFT PUMP @ RECREATION BUILDING 39 CLEAN-UP LAKE SHORE LAKE JENNIE REHABILITATION CHECK LIST ITEM NO . LIST OF WORK f- z o F- z f- z cv z qt f- z H z 1 REPLACE CARPET. 2 REPLACE VINYL- rLODRING 3 4 PAINT INTERIOR. REPAIR GYPSUM BOARD WALL. 5 REPAIR GYPSUM BOARD CEILING. 6 REPAIR TILE FLOOR @ BATH. J 7 REPLACE REFRIGERATOR. PROVIDE ALUMINUM WINDOW SCREENS 10 REPLACE MEDICINE CHEST, MIRROR, LIGHT FIXTURE UNIT @ BATH. V11 REPLACE MEDICINE CHEST, MIRROR, LIGHT FIXTUREUNIT@MASTERBATH. 12 REPLACE DOOR: 310" X 618" X 1' 3/4" 6 PANEL WOOD 2'6" X 618" X 1' 3/8" H.C. FLUSH WOOD 2'2" X 618" X 1' 3/8" H.C. FLUSH WOOD 210" X 6'8" X 1' 3/8" H.C. FLUSH WOOD 410" X 618" METAL BIFOLD 3 210" X 618" METAL BIFOLD 2 1'6" X 618" METAL BIFOLD 310" X 618" X -1' 3/8" FLUSH WOOD BYPASS j 13 REPLACE DOOR HARDWARE: ENTRY KEYED LOCK ENTRY DEADBOLT PRIVACY LOCK THRESHOLD NOTE: ALL ENTRY LOCKS KEYED TO MASTER SYSTEM LAKE'JENNY REHABILITATION CHECK LIST ITEM N 0 . LIST OF WORK z o z z cv z v z to z 14 J15 REPAIR SLIDING GLASS DOOR (8'0" X 618"): LOCK TRACK/ROLLERS WEATHERSTRIPPING SCREENS REPLACE" SLIDING GLASS DOOR. V 16 PROVIDE VINYL VERTICAL BLINDS @ WINDOWS & SLIDING GLASS DOOR. J 1i RZ 'PAI-?..-CAB INETS @ KITCHEN. 418 REPLACE COUNTERTOP @ KITCHEN. 19 REPLACE 2 COMPARTMENT SINK @ KITCHEN. 20 REPLACE PLUMBING FIXTURE TRIM @ 2 COMPARTMEN SINK @ KITCHEN. 21 REPAIR PLUMBING @ 2 COMPARTMENT SINK 22 REPAIR TILE BASE @ BATH. 23 REPAIR TILE TUB/SHOWER SURROUND. 24 REPLACE TILE TUB/SHOWER SURROUND. 25 REPLACE TUB. 26 REFINISH TUB. 27 REPAIR TUB PLUMBING TRIM. 28 REPLACE SHOWER. CONVERTER HEAD. 29 REPLACE WATER CLOSET. 30 RESET WATER CLOSET. 31 REPLACE WATER CLOSET SEAT. lao 0 000 32 REPLACE WATER CLOSET TANK. 33 REPLACE VANITY. LAKE JENNY REHABILITATION CHECK LIST ITEM N 0. LIST OF WORK rn f-- z o z z z z Ln z 34 REPLACE LAVATORY. 35 REPLACE LAVATORY PLUMBING TRIM. 36 REPLACE EXHAUST FAN AT BATH. 37 PROVIDE GFI OUTLET AT KITCHEN. 38 PROVIDE GFI OUTLET AT BATH. 39 REPLACE OUTLET COVER PLATES. 40 REPLACE SWITCH COVER PLATE.101 41 REPLACE LIGHT FIXTURES: FOYER/HALL DINING KITCHEN BEDROOM MASTER BEDROOM 42 REMOVE KEYLESS LIGHT FIXTURE @ BEDROOM. 43 REPLACE TELEPHONE OUTLET @ KITCHEN. 44 PROVIDE TELEPHONE OUTLET @ BEDROOM. 45 PROVIDE TELEPHONE OUTLET @ MASTER BEDROOM. 46 PROVIDE TELEVISION OUTLET @ BEDROOM. 47 PROVIDE TELEVISION OUTLET @ MASTER BEDROOM. 48 REPLACE TELEVISION OUTLET @ LIVING ROOM. LAKE JENNIE REHABILITATION CHECK LIST ITEM NO. LIST OF WORK a Z r. Z co Z M Z o N Z N Z 1 REPLACE CARPET.- 2 REPLACE VINYL F-LOORING 3 PAINT INTERIOR. 4 REPAIR GYPSUM BOARD WALL. 5 REPAIR GYPSUM BOARD CEILING. 6 REPAIR TILE FLOOR @ BATH. 7 REPLACE REFRIGERATOR. 8 PROVIDE ALUMINUM WINDOW. SCREENS, 10 REPLACE MEDICINE CHEST, MIRROR, LIGHT FIXTURE UNIT @ BATH. 11 REPLACE MEDICINE CHEST, MIRROR, LIGHT FIXTURE UNIT @ MASTER BATH. 12 REPLACE DOOR: 310" X 618" X 1' 3/4" 6 PANEL WOOD 2'6" X 6'8" X 1' 3/8" H.C. FLUSH WOOD 2'2" X, 6'8" X 1' 3/8" H.C. FLUSH WOOD 210" X 618" X 1' 3/8" H.C. FLUSH WOOD To 410" X 608" METAL BIFOLD 210" X 618" METAL BIFOLD 3 1'6" X 6'8" METAL BIFOLD 310" X 618" X 1' 3/8" FLUSH WOOD BYPASS 13 REPLACE DOOR HARDWARE: ENTRY KEYED LOCK ENTRY DEADBOLT PRIVACY LOCK THRESHOLD NOTE: ALL ENTRY LOCKS KEYED TO MASTER SYSTEM LAKE JENNY REHABILITATION CHECK LIST ITEM NO. LIST OF WORK w Z r., Z 00 Z M Z o N Z N F- Z 14 REPAIR SLIDING GLASS DOOR (810" X 6'8"): LOCK TRACK/ROLLERS WEATHERSTRIPPING SCREENS 15 REPLACE SLIDING GLASS DOOR. 16 PROVIDE VINYL VERTICAL BLINDS @ WINDOWS & SLIDING GLASS DOOR. 010010,00 17 REPAIR--- CABINETS @ KITCHEN. 00 18 REPLACE COUNTERTOP @ KITCHEN. 19 REPLACE 2 COMPARTMENT SINK @ KITCHEN. 20 REPLACE PLUMBING FIXTURE TRIM @ 2 COMPARTMEN SINK @ KITCHEN. 21 REPAIR PLUMBING @ 2 COMPARTMENT SINK 22 REPAIR TILE BASE @ BATH. 23 REPAIR TILE TUB/SHOWER SURROUND. 24 REPLACE TILE-TUB/SHOWER SURROUND. 25 REPLACE TUB. 26 REFINISH TUB. 27 REPAIR TUB PLUMBING TRIM. 28 REPLACE SHOWER CONVERTER HEAD. 29 REPLACE WATER CLOSET. 30 RESET WATER CLOSET. 031REPLACEWATERCLOSETSEAT. 32 REPLACE WATER CLOSET TANK. 33 REPLACE VANITY. 0 LAKE JENNY REHABILITATION CHECK LIST ITEM N 0 . LIST OF WORK 0 F- Z r,% H Z co 1-- Z v+ F- Z o F- Z F- Z 34 REPLACE LAVATORY. 35 REPLACE LAVATORY PLUMBING TRIM. 36 REPLACE EXHAUST FAN AT BATH. 37 PROVIDE GFI OUTLET AT KITCHEN. 38 PROVIDE GFI OUTLET AT BATH. Z 39 REPLACE OUTLET COVER PLATES. 40 REPLACE SWITCH COVER PLATE. 41 REPLACE LIGHT FIXTURES: FOYER/HALL DINING KITCHEN BEDROOM 101 MASTER BEDROOM 42 REMOVE KEYLESS LIGHT FIXTURE @ BEDROOM. 43 REPLACE TELEPHONE OUTLET @ KITCHEN. 44 PROVIDE TELEPHONE OUTLET @ BEDROOM. 45 PROVIDE TELEPHONE OUTLET @ MASTER BEDROOM. 46 PROVIDE TELEVISION OUTLET @ BEDROOM. 47 PROVIDE TELEVISION OUTLET @ MASTER BEDROOM. 48 REPLACE TELEVISION OUTLET @ LIVING ROOM. 9 LAKE JENNIE REHABILITATION CHECK LIST ITEM N 0 • LIST OF WORK N N Z l•+•f N Z Rt N Z U-) N ZPEI 0 N 1-- N F- Z 1 REPLACE CARPET. 2 REPLACE VINYL FLOORING 3 PAINT INTERIOR. 4 REPAIR GYPSUM BOARD WALL. 5 REPAIR GYPSUM BOARD CEILING. 6 REPAIR TILE FLOOR @ BATH. 7 REPLACE REFRIGERATOR. 8 PROVIDE ALUMINUM WINDOW SCREENS 10 REPLACE MEDICINE CHEST, MIRROR, LIGHT FIXTURE UNIT @ BATH. 11 REPLACE MEDICINE CHEST, MIRROR, LIGHT FIXTURE UNIT @ MASTER BATH. 12 REPLACE DOOR: 310" X 6'8" X 1' 3/4" -6 PANEL WOOD 216" X 6'8" X 1' 3/8" H.C. FLUSH WOOD 2'2" X 618" X 1' 3/8" H.C. FLUSH WOOD 210" X 618" X 1' 3/8" H.C. FLUSH WOOD 4'0" X 618" METAL BIFOLD 210" X 618" METAL BIFOLD 0 0 0 1'6" X 6'8" METAL BIFOLD 10 310" X 618" X 1' 3/8" FLUSH WOOD BYPASS 13 REPLACE DOOR HARDWARE: ENTRY KEYED LOCK ENTRY DEADBOLT PRIVACY LOCK THRESHOLD LE 0 NOTE: ALL ENTRY LOCKS KEYED TO MASTER SYSTEM NOTE: REPAIR DOOR - SEE R NOTE: REPAIR DOOR HARDWARE - SEE R LAKE JENNY REHABILITATION CHECK LIST ITEM NO. LIST OF WORK N N Z M N Z N Z N Z o N Z r. N 1-- Z 14 REPAIR SLIDING GLASS DOOR (810" X 618"): LOCK TRACK/ROLLERS WEATHERSTRIPPING SCREENS 0115REPLACESLIDINGGLASSDOOR. 16 PROVIDE VINYL VERTICAL BLINDS @ WINDOWS & SLIDING GLASS DOOR. 17 REPA-Iw2-- CABINETS @ KITCHEN. 18 REPLACE COUNTERTOP @ KITCHEN. 19 REPLACE 2 COMPARTMENT SINK @ KITCHEN. 20 REPLACE PLUMBING FIXTURE TRIM @ 2 COMPARTMEN SINK @ KITCHEN. 21 REPAIR PLUMBING @ 2 COMPARTMENT SINK 22 REPAIR TILE BASE @ BATH. 23 REPAIR TILE TUB/SHOWER SURROUND. 24 REPLACE TILE TUB/SHOWER SURROUND. 25 REPLACE TUB. 26 REFINISH TUB. 27 REPAIR TUB PLUMBING TRIM. 28 REPLACE SHOWER CONVERTER/HEAD. 29 REPLACE WATER CLOSET. 101 30 RESET WATER CLOSET. 31 REPLACE WATER CLOSET SEAT. 32 REPLACE WATER CLOSET TANK. 33 REPLACE VANITY. LAKE JENNY REHABILITATION CHECK LIST ITEM NO. LIST OF WORK N N Z M N Z N Z ul) N Z V N Z N F- Z 34 REPLACE LAVATORY. 35 REPLACE LAVATORY PLUMBING TRIM. 36 REPLACE EXHAUST FAN AT BATH. 37 PROVIDE GFI OUTLET AT KITCHEN. 38 PROVIDE GFI OUTLET AT BATH. 39 REPLACE OUTLET COVER PLATES. 40 REPLACE SWITCH COVER PLATE. 41 REPLACE LIGHT FIXTURES: FOYER/HALL DINING KITCHEN BEDROOM MASTER BEDROOM 42 REMOVE KEYLESS LIGHT FIXTURE @ BEDROOM. 43 REPLACE TELEPHONE OUTLET @ KITCHEN. 44 PROVIDE TELEPHONE OUTLET @ BEDROOM. 45 PROVIDE TELEPHONE OUTLET @ MASTER BEDROOM. 46 PROVIDE TELEVISION OUTLET @ BEDROOM. 47 PROVIDE TELEVISION OUTLET @ MASTER BEDROOM. 48 REPLACE TELEVISION OUTLET @ LIVING ROOM. LAKE JENNIE REHABILITATION CHECK LIST ITEM NO. LIST OF WORK CO N Z O M Z M Z N M Z M M Z Ln M F- Z 1 REPLACE CARPET. 2 REPLACE VINYL FLOORING 3 PAINT INTERIOR. 0.9 4 REPAIR GYPSUM BOARD WALL. 5 REPAIR GYPSUM BOARD CEILING. 6 REPAIR TILE FLOOR @ BATH. 17REPLACEREFRIGERATOR. S PROVIDE ALUMINUM• WIND.O , 10 REPLACE MEDICINE CHEST, MIRROR, LIGHT FIXTURE UNIT @ BATH. 11 REPLACE MEDICINE CHEST, MIRROR, LIGHT FIXTURE UNIT @ MASTER BATH. 12 REPLACE DOOR: 310" X 618" X 1' 3/4" 6 PANEL WOOD 216" X 618" X 1' 3/8" H.C. FLUSH,WOOD 2'2" X 618" X 1' 3/8" H.C. FLUSH WOOD 210" X 618" X 1' 3/8" H.C. FLUSH WOOD 410" X 6'8" METAL BIFOLD 0.2010 Z 2'0" X 6'8" METAL BIFOLD 3 10 1'6" X 6'8" METAL BIFOLD 310" X 618" X 1' 3/8" FLUSH WOOD BYPASS 13 REPLACE DOOR HARDWARE: ENTRY KEYED LOCK00010100 ENTRY DEADBOLT PRIVACY LOCK THRESHOLD NOTE: ALL ENTRY LOCKS KEYED TO MASTER SYSTEM LAKE JENNY REHABILITATION CHECK LIST ITEM NO. LIST OF WORK co N Z o C7 Z M Z c M Z CM Z n cn Z 14 REPAIR SLIDING GLASS DOOR (810" X 61811): LOCK TRACK/ROLLERS WEATHERSTRIPPING SCREENS 15 REPLACE SLIDING GLASS DOOR. 16 PROVIDE VINYL VERTICAL BLINDS @ WINDOWS & SLIDING GLASS DOOR. 17 REPAI-R,. CABINETS @ KITCHEN. 18 REPLACE COUNTERTOP @ KITCHEN. 19 REPLACE 2 COMPARTMENT SINK @ KITCHEN. 20 REPLACE PLUMBING FIXTURE TRIM @ 2 COMPARTMEN SINK @ KITCHEN. 21 REPAIR PLUMBING @ 2 COMPARTMENT SINK 22 REPAIR TILE BASE @ BATH. 23 REPAIR TILE TUB/SHOWER SURROUND. 24 REPLACE TILE TUB/SHOWER SURROUND. 25 REPLACE TUB. 26 REFINISH TUB. 27 REPAIR TUB PLUMBING TRIM. 28 REPLACE SHOWER CONVERTER HEAD. 029REPLACEWATERCLOSET. 0001 30 RESET WATER CLOSET. 10 31 REPLACE WATER CLOSET SEAT. 32 REPLACE WATER CLOSET TANK.o 33 REPLACE VANITY. LAKE JENNY REHABILITATION CHECK LIST ITEM NO. LIST OF WORK co N Z o cn Z m Z N cn Z M M Z U-) cn F- Z 34 REPLACE LAVATORY. 35 REPLACE LAVATORY PLUMBING TRIM. 36 REPLACE EXHAUST FAN AT BATH. 37 PROVIDE GFI OUTLET AT KITCHEN. 38 PROVIDE GFI OUTLET AT BATH. 39 REPLACE OUTLET COVER PLATES. 40 REPLACE SWITCH COVER PLATE. 41 REPLACE LIGHT FIXTURES: FOYER/HALL DINING KITCHEN BEDROOM MASTER BEDROOM 42 43 REMOVE KEYLESS LIGHT FIXTURE @ BEDROOM. REPLACE TELEPHONE OUTLET @ KITCHEN. 01-00 Ole rip! 44 PROVIDE TELEPHONE OUTLET @ BEDROOM. 45 PROVIDE TELEPHONE OUTLET @ MASTER BEDROOM. 46 PROVIDE TELEVISION OUTLET @ BEDROOM. 47 PROVIDE TELEVISION OUTLET @ MASTER BEDROOM. 48 REPLACE TELEVISION OUTLET @ LIVING ROOM. LAKE JENNIE REHABILITATION CHECK LIST ITEM NO. LIST OF WORK o+ N T TIT 1 REPLACE CARPET. 2 REPLACE VINYL FLOORING 3 PAINT INTERIOR. 4 REPAIR GYPSUM BOARD WALL. 5 REPAIR GYPSUM BOARD CEILING. 6 REPAIR TILE FLOOR @ BATH. 7 REPLACE REFRIGERATOR. 8 PROVIDE ALUMINUM WINDOW SCREENS 10 REPLACE MEDICINE CHEST, MIRROR, LIGHT FIXTURE UNIT @ BATH. 11 REPLACE MEDICINE CHEST, MIRROR, LIGHT FIXTURE UNIT @ MASTER BATH. 12 REPLACE DOOR: 310" X 6'8" X 1' 3/4" 6 PANEL WOOD 216" X 6'8" X 1' 3/8" H.C. FLUSH WOOD 2'2" X 618" X 1' 3/8" H.C. FLUSH WOOD 210" X 618" X 1' 3/8" H.C. FLUSH WOOD 410" X 618" METAL BIFOLD 2'0" X 618" METAL BIFOLD 116" X 618" METAL BIFOLD 310" X 6'8" X 1' 3/8" FLUSH WOOD BYPASS 13 REPLACE DOOR HARDWARE: ENTRY KEYED LOCK' ENTRY DEADBOLT PRIVACY LOCK THRESHOLD NOTE: ALL ENTRY LOCKS KEYED TO MASTER SYSTEM LAKE JENNY REHABILITATION CHECK LIST ITEM NO. LIST OF WORK Q, N Z Z Z Z Z Z 14 REPAIR SLIDING GLASS DOOR (8'0" X 6'801): LOCK TRACK/ROLLERS WEATHERSTRIPPING SCREENS 15 REPLACE SLIDING GLASS DOOR, 16 PROVIDE VINYL VERTICAL BLINDS @ WINDOWS & SLIDING GLASS DOOR. 17 REPAIR.. CABINETS @ KITCHEN. 18 REPLACE COUNTERTOP @ KITCHEN. 19 REPLACE 2 COMPARTMENT SINK @ KITCHEN. 20 REPLACE PLUMBING FIXTURE TRIM @ 2 COMPARTMEN SINK @ KITCHEN. 21 REPAIR PLUMBING @ 2 COMPARTMENT SINK 22 REPAIR TILE BASE @ BATH. 23 REPAIR TILE TUB/SHOWER SURROUND. 24 REPLACE TILE TUB/SHOWER SURROUND. 25 REPLACE TUB. 26 REFINISH TUB. 27 REPAIR TUB PLUMBING TRIM. 28 REPLACE SHOWER CONVERTEF HEAD. 29 REPLACE WATER CLOSET. 30 RESET WATER CLOSET. 31 REPLACE WATER CLOSET SEAT. 32 REPLACE WATER CLOSET TANK. 33 REPLACE VANITY. LAKE' JENNY REHABILITATION CHECK LIST ITEM N 0 . LIST OF WORK a, cv z z z z z z 34 REPLACE LAVATORY. 35 REPLACE LAVATORY PLUMBING TRIM. 36 REPLACE EXHAUST FAN AT BATH. 37 PROVIDE GFI OUTLET AT KITCHEN. 38 PROVIDE GFI OUTLET AT BATH. 39 REPLACE OUTLET COVER PLATES, 40 REPLACE SWITCH COVER PLATE. 41 REPLACE LIGHT FIXTURES: FOYER/HALL DINING KITCHEN BEDROOM MASTER BEDROOM 42 REMOVE KEYLESS LIGHT FIXTURE @ BEDROOM. 43 REPLACE TELEPHONE OUTLET @ KITCHEN. 44 PROVIDE TELEPHONE OUTLET @ BEDROOM. 45 PROVIDE TELEPHONE OUTLET @ MASTER BEDROOM. 46 PROVIDE TELEVISION OUTLET @ BEDROOM. 47 PROVIDE TELEVISION OUTLET @ MASTER BEDROOM. 48 REPLACE TELEVISION OUTLET @ LIVING ROOM. U i W kla i- Cg'e. n. u. G'•o ' N Iy LA&H'[4 p PAR' p NE . lAW Jr4+4 ir-_ 111 4:f- 1.01' Flo fz". DD 0 00 21 i G,YZv Uprvr 70 u rf IU Ugrr 16 uH 1 12 U lt1 I Uurr el U Irr III ugtT 11--- — ds4rr m u4rt 11 u!rr 9 t T - IL'DI 1'1dN III"- f'•o" UNIT Ilyz T1pE a UNrT 3o UNrf C& TfFE A Mrr zro u4rrz4 u4rT t2 Tjrss TIrEa Ill I I UHrT -45 U4r{ 33 U4IT'7A 0 if 9 UAL Uqri 25 Urli? Z3 1 h-,qA,4?&11M. G.W. 1.'A*YA.' ALUM_L._LJ_ 1 ru R n r uswTl I • I- a^— R h1 I • I e-t l lJ r n ,d, -no . v r I -10 SF swo s 0 p DRGnt'( I P Q-M WIT Or sF VGr no V C (,3u SIP 1 NMI vGT zso SF Cc-, -) is SY, J rii•1 r IZ x 6• xcss•4•• u IW Ito, Z• R'x4 Z 4x4" 7,38 Sf F''-;T 1 - GE PJERAL RELATED DOCUME'AN General provisions of Contract, including General and Supplementary Conditions and other Division-1 Specification Sections, apply to this Section. . SUMMARY This Section specifies administrative and procedural requirements governing handling and processing allowances. Selected materials and equipment, and in some cases, their installation are shown and specified in the Contract Documents by allowances. Allowances have been established in lieu of additional requirements and to defer selection of actual materials and equipment to a later date when additional information is available for evaluation. Additional requirements, if necessary, will be issued by Change Order. lypg§ of allowances required include the following: Contingency allowance. Procedures for submittipg and handling Change Orders are included in Section "Change Order Procedures." SELECTION AND PURCHASE At the earliest feasible date after Contract award, advise the Architect of the date when the final selection and purchase of each product or system described by an allowance must be completed in order to avoid delay in performance of the Wort:. When requested by the Architect, obtain proposals for each allowance for use in making final selections; include recommendations that are relevant to performance of the Ware,. Purchase products and systems as selected by the Architect from the designated supplier. SUBMITTALS Submit proposals for purchase of products or systems included in allowances , in the form specified for Change Orders. ALLOWANCES 01020 - 1 Submit invoices or delivery slips to indicate actual gUarltities of materials delivered to the site for use in fulfillment of each allowance. CONTINGENCY ALLOWANCES Use the contingency allowance only as directed for the Owner's purposes, and only by Change Orders which designate amounts to be charged to the allowance. Change Orders authorizing use of funds -from the contingency allowance will include the Contractor's related costs and reasonable overhead and profit margins. At Project closeout, credit unused amounts remaining in the contingency allowance to Owner by Change Order. UNUSED MATERIALS Return unused materials to the manufacturer or supplier for credit to the Owner, after installation has been completed and accepted. Where it is not economically feasible to return unused material for credit and when requested by the Architect, prepare unused material for the Owner's storage, and deliver to the Owner's storage space as directed. Otherwise; disposal of excess material is the Contractor's responsibility. PART _2___PRODUCTS (Not Applicable) FART 3 — EXECUTION INSPECTION Inspect products covered by an allowance promptly upon delivery for damage or defects. PREPARATION Coordinate materials and their installation for each allowance with related materials and installations to ensure that each allowance item is completely•integrated and interfaced with related construction activities. SCHEDULE_ OF ALLOWANCES ALLOWANCES 01020 — 2 Allowance No. 1: Include a contingency allowance of µg ,000.00 for landscaping for use upon the Owner's instructions. END OF SECTION 01020 ALLOWANCES i nilMIMI SECTION _01026___UNIT _PRICES PART-1---GENERAL RELATED -DOCUMENTS General provisions of Contract, including General and Supplementary Conditions and other Division-1 Specification Sections, apply to this Section. This Section specifies administrative and procedural requirements for unit prices. A unit price is an amount proposed by Bidders and stated on the Bid Form as a price per unit of measurement for materials or services that will be added to or deducted from the Contract Sum by Change Order in the event the estimated quantities of Work required by the Contract Documents are increased or decreased. Unit prices include all necessary material, overhead, profit and applicable taxes. Refer to individual Specification Sections for construction activities requiring the establishment of unit prices. Methods of measurement and payment for unit prices. are specified in those Sections. S_c_h_e_d_u_le_: A "Unit Price Schedule" is included at the end of this Section. Specification Sections referenced ire the Schedule contain requirements for materials and methods described under each unit price. The Owner reserves the right to reject the Contractor's measurement of wort: -in -place that involves use of established unit prices,, and to have this Work measured by an independent surveyor acceptable to the Contractor at the Owner's expense. PART _2___PRODUCTS (Not Applicable). PART _3___EXECUTION UNIT_ PRICE_ SCHEDULE UNIT PRICES 02026 - 1 Item_No__1___Insulate Roof: Description: Insulate existing attic space in accordance with Section "Ftuilding Insulations". Unit -of -Measurement: Each building installed. Item_No__2___Feelace_Dgors: Description: Replace interior hollow core flush doors with Section "Flush Doors". Unit_ of Measurement: Each door installed. Item_ No__3___5eelace_D22rs: Description: Replace exterior solid core flush doors with Section "Flush Doors". Unit_of_Measurement: Each door installed. Item_No__4___ReQlacement_Windows: Description: Replace single hung aluminum windows hung insulated aluminum windows in accordance with Aluminum Windows". Unit_of_Measurement: Each window unit installed. Item_Na_____Sheet_Vinyl: Description: Sheet vinyl in accordance with Section Vinyl Floor Covering". Unit_of_Measurement: Each apartment unit installed. Item_Na__6___F eQlacement_Ca1eet: Description: Nylon carpet including cushion with strip in accordance with Section "Carpeting". Unit_of_Measurement: Each apartment unit installed. w/single Section Sheet tackless Item_Na__Z ___Replace_Refrigerators: Description Replace refrigerator in accordace with Section Residential Appliances". Unit_ of Measurement: Each apartment unit installed. UNIT PRICES 01026-2 Item_N.______Eeplace_Layatary: Desc_iptiOn: Replace lavatory in accordance with Section Plumbing Fixtures". Unit -of -Measurement: Each Apartment unit installed. Item Na__Q__-_Eeplace_E athtub: Description: Replace bathtub in accordance with Section Plumbing Fi>stures",. Unit_ of Measurement; Each apartment unit installed. Item_Na._1Q_=_Eeplace_HVAC Description: Replace HVAC in accordance with Section Mechanical ". Unit_ of Measurement: Each apartment unit installed. Item _No_ j.___Eeplace_GFCI_Outlets Description: Replace kitchen appliance outlet and bathroom outlet with GFCI duplex outlet in accordance with Section Electrical". Unit_ of Measurement: Each apartment unit installed. Item No. 12 _=_Repair Ceiling: i D_es_crietion: Repair damaged gypsum board ceiling and finish to match existing. Unit_ of Measurement: Each square foot installed. - Item No. 1A_=_Eeptir_Walls: Description: Repair damaged gypsum board wall and finish to match existing. Unit_ of Measurement: Each square foot installed. UNIT PRICES 01026-3 SECTION 01 027 - APPLICATIONS FOR PAYMENT PART 1 - GENERAL RELATED DOCUMENTS General provisions of Contract, including General and Supplementary Conditions and other Division-1 Specification Sections, apply to this Section. SUMMARY This Section specifies administrative and procedural requirements governing the Contractor's Applications for Payment. The Contractor's Construction Schedule and Submittal Schedule are included in Section "Submittals". SCHEDULE OF VALUES Coordinate preparation of the Schedule of Values with preparation of the Contractor's Construction Schedule. Correlate line items in the Schedule of Values with other required administrative schedules and farms, including: Contractor's construction schedule. Application for Payment farm. List of subcontractors. Schedule of allowances. List of principal suppliers and fabricators. Schedule of submittals. Submit the Schedule of Values to the Owner's Representative at the earliest feasible date, but in no case later than 7 days j before the date scheduled for submittal of the initial Application for Payment. j Format _and _CaAent: Use the Project Manual Table of Contents as a guide to establish the format for the Schedule of Values. Identification: Include the fallowing Project identification on the Schedule of Values: Project name and location. Name of the Architect. Project number. Contractor's name and address. Date of submittal. APPLICATIONS FOR PAYMENT 01027 - 1 Arrange the Schedule of Values in a tabular farm with separate columns to indicate the following for each item listed: Generic name. Related Specification Section. Name of subcontractor. Name of supplier. Change Orders (numbers) Dollar value. Percentage of Contract percent, adjusted to that have affected value. Sum to the nearest one -hundredth total 100 percent. Provide a breakdown of the Contract Sum in sufficient detail to facilitate continued evaluation of Applications for Payment and progress reports. Break principal subcontract amounts dawn into several line items. Round amounts off to the nearest whale dollar; the total shall equal the Contract Sum. For each part of the WorE, where an Application for Payment' may include materials or equipment, purchased or fabricated and stared, but not yet installed, provide separate line items on the Schedule of Values for initial cast of the materials, for each subsequent stage of completion, and for total installed value of that part of the Work:. Show line item value of unit cost allowances as a product of unit cast times measured quantity as estimated from the best indication in the Contract Documents and as required by existing pry ject . Shaw line items for indirect casts, and margins on actual casts, only to the extent that such items will be listed individually in Applications for Payment. Each item in the Schedule of Values and Applications for Payment shall be complete including its total cyst and proportionate share of general overhead and profit margin. At the Contractor's option, temporary facilities and other major cast items that are not direct cast of actual work: -in - place may be shown as separate line items in the Schedule of Values or distributed as general overhead expense. Schedule_Uedating: Update and resubmit the Schedule of Values when Change Orders or Construction Change Directives result in a change in the Contract Sum. APPLICATIONS FOR PAYMENT Each Application for Payment shall be consistent with previous applications and payments as certified by the Architect and paid for by the Owner. APPLICATIONS FOR PAYMENT 01027 - 2 The initial Application for Payment, the Application for Payment at time of Substantial Completion, and the final Application for Payment involve additional requirements. ymc;t_ap,licatia» TimEs: Each progress payment' date is as indicated in the Agreement. The period of construction Work covered by each Application or Payment is the period indicated in the Agreement. F'avRie t_ApElicatiai Farms: Use AIA Document G 702 and Continuation Sheets G 703 as the farm for Application for Payment. FaEpl ic tiai_F'i_eEaration: Complete every entry on the form, including notarization and execution by person authorized to sign legal documents on behalf of the Owner. Incomplete applications will be returned without action. Entries shall match data on the Schedule of Values and Contractor's Construction Schedule. Use updated schedules if revisions have been made. Include amounts of Change Orders and Construction Change Directives issued prig to the last day of the construction period covered by the application. Transmittal: Submit 3 executed copies of each Application for Payment to the Architect by means ensuring receipt within 24 hours; one copy shall be complete, including waivers of lien and similar attachments, when required. Transmit each copy with a transmittal form listing attachments, and rer-ordinq appropriate information related to the application in a manner acceptable to the Architect. Wai_ers_of McSr a ics_Li: With each Application for Payment submit waivers of mechanics liens from subcontractors or sub - subcontractors and suppliers for the construction period covered by the previous application. Submit partial waivers on each item for the amount requested, prior to deduction for retainage, on each item. When an application shows completion of an item, submit final or full waivers. The Owner reserves the right to designate which entities involved in the Work must submit waivers. Waiver Forms: Submit waivers of lien on forms, and executed in a manner, acceptable to Owner. I itial_Aeelictic n_fc r_Payment: Administrative actions any submittals that must precede or coincide with submittal of the APPLICATIONS FOR PAYMENT 01027 - 3 first Application for Payment include the following: List of subcontractors. List of principal suppliers and fabricators. Schedule of Values. Contractor's Construction Schedule (preliminary if not final) . Schedule of principal products. Schedule of unit prices. Submittal Schedule (preliminary if not final) . Copies of building permits. Copies of authorizations and licenses from governing authorities for performance of the Work. Initial progress report. Report of pre -construction meeting. Certificates of insurance and insurance policies. Performance and payment bands (if required). Data needed to acquire Owner's insurance. A elicatian far _F'aymel t_at_Substantial CamEletia: Following issuance of the Certificate of Substantial Completion, submit an Application for Payment; this application shall reflect any Certificates of Partial Substantial Completion issued previously for Owner occupancy of designated portions of the Work:. Administrative actions and submittals that shall proceed or coincide with this application include: Occupancy permits and similar approvals. Warranties (guarantees) and maintenance agreements. Test/adjust/balance records. Maintenance instructions. Meter readings. Start-up'performance reports. Change -aver information related to Owner's occupancy, use, operation and maintenance. Final cleaning. Application for reduction of retainage, and consent of surety. Advice on shifting insurance coverages. List of incomplete Work, recognized as exceptions to Architect's Certificate of Substantial Completion. Fincl_F'avm nt_A2elicatiai: Administrative actions and submittals which must precede or coincide with submittal of the final payment Application for Payment include the fallowing: Completion of Project closeout requirements. Completion of items specified for completion after Substantial Completion. Assurance that unsettled claims will be settled. Assurance that Work: not complete and accepted will be completed without undue delay. Transmittal of required Project construction records to Owner. Certified property survey. APPLICATIONS FOR PAYMENT 01027 - 4 r Proof that taxes, fees and similar obligations have been paid. Removal of temporary facilities and services. Removal of surplus materials, rubbish and similar elements. Change of door locks to Owner's access. F'RT_E___F'R7GUCTS (Not Applicable). EXECUTION (Not Applicable). END OF SECTION 01027 APPLICATIONS FOR PAYMENT 01027 - 5 S CT I OH Q Q1 - upp I F i Ci i T i ON F'F,OCEDUF E ME! 1 - GEN958L RELATED UOCUMEM General provisions of Contract, including General and Supplementary Conditions and other Division 1 Specification sections, apply to this section. SUMMARY This section specifies administrative and procedural requirements for handling and processing Contract modifications. Related gpSf iRDE; The following sections contain requirements that relate to this section: Divv-isiap 1. SEctian "A11awai0cps" for procedural requirements governing the handling and processing of allowances. Division 1 _Sec_tio_n 001 F'r_ice_s" for administrative requirements governing use of unit prices. Divisic f 1 Sectign "SuGmittals" for requirements for the Contractor's Construction Schedule. plylg an 1 0020 "ia llce?t1Gin fc l_ M Tent" for Cep!_...____- -.. Y__.__. -- administrative procedures governing applications for payment. Division 1 $ectiai "F'raduct Substitutions" for administrative procedures for handling requests for substitutions made after award of the Contract. MINOR CHANGES IN THE WORE Supplemental instructions authorizing minor changes in the Work:, not involving an adjustment to the Contract Sum or Contract Time, will be issued by the Architect on AIA farm G710, Architect's Supplemental Instructions. MAN SHE OPEN& HARD p_ wne_r_-_Initiated EEpposal Requests: Proposed changes in the Work: that will require adjustment to the Contract Sum or Contract Time will be issued by the Architect, with a detailed description of the proposed change and supplemental or revised Drawings and Specifications, if necessary. MODIFICATION PROCEDURES 01035 - i Proposal requests issued by the Architect are for information only. Do not consider an them instruction either to step wore:: in progress, or to execute the proposed change. Unless otherwise indicated in the proposal request, within 20 days of receipt of the proposal request, submit to the Architect for the Owner's review an estimate of cast necessary to execute the proposed change. Include a list of quantities of products to be purchased and unit costs, along with the total amount of purchases to be made. Where requested, furnish survey data to substantiate quantities. Indicate applicable taxes, delivery charges, equipment rental, and amounts of trade discounts. Include a statement indicating the effect the proposed change in the Worth; will Have on the Contract Time. Cant_acto__Initisted Change Order EKeRosal R2gggsts: When latent or other unforseen conditions require modifications to the Contract, the Contractor may propose changes by submitting a request for a change to the Architect. Include a statement outlining the reasons for the change and the effect of the change on the Work. Provide a complete description of the proposed change. Indicate the effect of the proposed change on the Contract Sum and Contract Time. Include a list of quantities of products to be purchased and unit casts along with the total amount of purchases to be made. Where requested, furnish survey data to substantiate quantities. Indicate applicable taxes, delivery charges, equipment rental., and amounts of trade discounts. Comply with requirements in Section "Product Substitutions" if the proposed change in the Ware: requires the substitution of one product or system for a product or system specified. P_epasal Regugst Form: Use AIA Document G 709 for Change Order Proposal Requests. ALLOWANCES Allowance ig1y tment: Lase each Change Order Proposal Request for an allowance cast adjustment solely on the difference between the actual purchase amount and the allowance, multiplied by the final measurement of ware; -in -place, with reasonable allowances, where applicable, for cutting losses, tolerances, mixing wastes, normal product imperfections, and similar margins. MODIFICATION PROCEDURES 01035 - 2 Include installation costs in the purchase amount only where indicated as part of the allowance. When requested, prepare e:plainations and documentation to substantiate the margins claimed. Submit substantiation of a change in scope of wort: claimed in the Change Orders related to unit -cost allowances. The Owner reserves the right to establish the actual quantity of work -in -place by independent quantity survey, measure, or count. Submit claims for increased casts because of a change in scope o- nature of the allowance described in the Contract Documents, whether for the purchase order amount or Contractor's handling, labor, installation, overhead, and profit, within 20 days of receipt of the change order or construction change directive authorizing work: to proceed. Claims submitted later than 20 days will be rejected. The Change Order cast amount shall not include the Contractor's or Subcontractor's indirect expense except when it is clearly demonstrated that either the mature or scope of work: required was changed from that which could have been foreseen from the description of the allowance and other information in Contract Documents. No change to the Contractor's indirect expense is permitted for selection of higher or Hwer priced Materials or systems of the same scope and mature as originally indicated. CONSTRUCTION CHANGE DIRECTIVE C nsti uctio;i Know Dir2cti_v2: When the Owner and Contractor are not in total agreement on the terms of a Change Order Proposal Request, the Architect may issue a Construction Change Directive on AIA Farm G714, instructing the Contractor to proceed with a change in the'Work, , for subsequent incluVion in a Change Order. The Construction Change Directive will contain a complete description of the change n the Wart; and designate the method to be followed to determine change in the Contract Sum or Contract Time. Dacu__m_e_nt_atia__n: Maintain detailed retards on a time and material basis of work: required by the Construction Change Directive. After completion of the change, supporting data necessary to adjustments to the Contract. submit an itemized account and substantiate cost and time MODIFICATION PROCEDURES 01035 - 3 C, 1ANGE ORDER PROCEDURES Upon the Owner's approval of a Change Order Proposal Request, the Architect will issue a Change Order for signatures of the Owner and Contractor on AIA Form G701, as provided in the Condition5 of the Contract. PAET ? Z PRODUCTS (Nat Applicable) EiET i _ EXECUTION (Not Applicable) END OF SECTION 01035 MODIFICATION PROCEDURES 01035 — 4 SECTION _01040___PROJECT _COORDINATION PART I,-- GENERAL RELATED DOCUMENTS General provisions of Contract, including General and Supplementary Conditions and other Division-1 Specification Sections, apply to this Section. SUMMARY This Section specifies administrative and supervisory requirements necessary for Project coordination including, but not necessarily limited to: Coordination. Administrative and supervisory personnel. General installation provisions. Cleaning and protection. Pragrsss_meetings, coordination meetings and pre -installation conferences are included in Section "Project Meetings". Requirements for the Contractor's Construction Schedule are included in Section "Submittals". COORDINATION Coordination: Coordinate construction activities included under various Sections of these Specifications to assure efficient and orderly installation of each part of the Work. Coordinate construction operations included under different Sections of the Specifications that are dependent upon each other for proper installation, connection, and operation. Where installation of one part of the Work is dependent on installation of other components, either before or after its own installation, schedule construction activities in the sequence required to obtain the best results. Where availability of space is limited, coordinate installation of different components to assure maximum accessibility for required maintenance, service and repair. Make adequate provisions to accommodate items scheduled for later installation. Where necessary, prepare memoranda for distribution to each party involved outlining special procedures required for coordination. PROJECT COORDINATION 01040 - 1 Include such items as required notices, reports, and attendance at meetings. Prepare similar memoranda for the Owner and separat- Contractors where coordination of their Work: is required. dmiinistrtiv_e F' ocedu es: Coordinate scheduling and timing of required administrative procedures with other construction activities to avoid conflicts and ensure orderly progress of the Work:. Such administrative activities include, but are not limited to, the following: Preparation of schedules. Installation and removal of temporary facilities. Delivery and processing of submittals. Progress meetings. Project Close-out activities. Co__n_seti-v_atio_n: Coordinate construction activities to ensure that operations are carried out with consideration given to conservation of energy, water, and materials. Salvag; materials and equipment involved in performance of, but not actually incorporated in, the Wore:. Refer to other sections for disposition of salvaged materials that are designated as Owner's property. SUBMITTALS Stcff_Qmes: Within 15 days of Notice to Proceed, submit a list of the Contractor's principal staff assignments, including the Superintendent and other personnel in attendance at the site; identify individuals, their duties and responsibilities; list their addresses and telephone. numbers. Post copies of the list in the Project meeting roam, the temporary field office, and each temporary telephone. FQT_2___PRODUCTS (Nat Applicable). PART --3 -- EXECUTION GENERAL _INSTALLATION _PROVISIONS InsEectia_af_Coi^ditians: Require the Installer of each major component to inspect both the substrate and conditions under which Work is to be performed. Do not proceed until unsatisfactory conditions have been corrected in an acceptable manner. PROJECT COORDINATION 01040 - 2 Mcnuf ct tCrr'= I nstrt ctians: Comply with manufacturer's installation instructions and recommendations, to the extent that these instructions and recommendationsions are more explicit or stringent than requirements contained in Contract Documents. Inspggt materials or equipment immediately upon delivery and again prior to installation. Reject damaged and defective items. FC gyide_Qtachment and connection devices and methods necessary for securing Work. Secure Word: true to line and level. Allow for expansion and building movement. Vis_u_a_1_E_f_f_e_cts_: Provide uniform joint widths in exposed Work. Arrange joints in exposed Work to obtain the best visual effect. Refer questionable choices to the Architect for final decision. FechEcE: mea uremeC ts and dimensions, before starting each installation. Instal l_Each_campanent during weather conditions and Project status that will ensure the best passible results. Isolate each part of the completed construction from incompatible material as necessary to prevent deterioration. Coal-dinte tEmpo-i_y_eincic 5u es with required inspections and tests, to minimize the necessity of uncovering completed construction for that purpose. Mounting -HAWK: Where mounting heights are not indicated, install individual components at standard mounting heights recognized within the industry for the particular application indicated: Refer questionable mounting height decisions to the Architect for final decision. CLEAPJ I f_!G_AP D_F'FiOTECT I ON During handling and installation, clean and protect construction in progress and adjoining materials in place. Apply protective covering where required to ensure protection from damage or deterioration at Substantial Completion. Clean and maintain completed construction as frequently as necessary through the remainder of the construction period. Adjust and lubricate operable components to ensure operability without damaging effects. Limitii g_E_EosufF.es: Supervise construction activities to ensure that no part of the construction, completed or in progress, is subject to harmful, dangerous, damaging, or otherwise deleterious exposure during the construction period. Where applicable, such exposures include, but are not limited to, the following: Excessive static or dynamic loading. PROJECT COORDINATION 01040 - 3 Excessive internal or external pressures. Excessively high or low temperatures. Thermal shock. Excessively high or law Humidity. Air contamination or pollution. Water or ice. Solvents. Chemicals. Light. Radiation. Puncture. Abrasion. Heavy traffic. Soiling, staining and corrosion, Bacteria. Rodent and insect infestation. Combustion. Electrical current. High speed operation. Improper lubrication. Unusual wear or other misuse. Contact between incompatible materials. Destructive testing_. Misalignment. Excessive weathering. Unprotected storage. Improper shipping or handling. Theft. Vandalism. END OF SECTION 01040 PROJECT COORDINATION 01040 - 4 ECTIOPJ >1 4 - CUTTIi'.IG AFJD F'A"CCF-Ii.fJG FART 1 - GENYS RELATED DOCUMc A General provisions of Contract, including General and Supplementary Conditions and ether Division-1 Specification Sections, apply to this Section. SUMMARY This Section specifies administrative and procedural requirements for cutting and patching. F efer__ta_atrier_S Ctlalns for specific requirements and limitations applicable to cutting and patching individual parts of the Work:. Requirements of this Section apply to mechanical and electrical installations. Refer to Division-15 and. Division - lb Sections for other requirements and limitations applicable to cutting and patching mechanical and electrical installations. Demolition of selected potions of the building for alterations is included in Section "Selective Demolition." SUBMITTALS Where cutting and patching involves addition of reinforcement to structural elements, submit details and engineering calculations to show haw reinforcement is integrated with the original structure. Approval by the Architect to proceed with cutting and'patching does not waive the architect's right to later require complete removal and replacement of a part of the Work: found to be unsatisfactory. G?UAL I TY_Q"gRANCE Reguii_em nts fa _Structural_War4c: Do not cut and patch structural elements in a manner that would reduce their load - carrying capacity or load -deflection ratio. Obtain approval of the cutting and patching proposal before cutting and patching the fallowing structural elements: Stair systems. CUTTING AND PATCHING 01045 - 1 Piping, ductwork:, vessels and equipment. Opratic i al_a d_Sfety_Limitatia s: Do not cut and patch operating elements or safety related components in a manner that would result in reducing their capacity to perform as intended, or result in increased maintenance, or decreased operational life or safety. Visual_;g irements: Do not cut and patch construction exposed on the exterior or in occupied spaces, in a manner that would, in the Architect's opinion, reduce the building's aesthetic qualities, or result in visual evidence of cutting and patching. Remove and replace Work cut and patched in a visually unsatisfactory manner. If passible retain the original installer or fabricator to cut and patch the fallowing categories of exposed Work, or if it is not passible to engage the original installer or fabricator, engage another recognized experienced and specialized firm: Stucco and ornamental plaster. Carpeting. HVAC enclosures, cabinets or covers. PART --2 --- PRODUCTS MATERIALS Use materials that are identical to existing materials. If identical materials are not available or cannot be used where exposed surfaces are involved, use materials that match existing adjacent surfaces to the fullest extent passible with regard to visual effect. Use materials whose installed performance will equal or surpass that of existing materials. Plajtgr: Comply with ASTM C 842. RKSe_Covt: Read` -mired, sand aggregate gypsum plaster base. Finish_Q2 : Ready -mixed gypsum finish plaster. PART 3 - EXECUTION INSPECTION Before cutting existing surfaces, examine surfaces to be cut and patched and conditions under which -cutting and patching is to be performed. Take corrective action before proceeding, if unsafe or unsatisfactory conditions are encountered. CUTTING AND PATCHING 01045 - 2 Before proceeding, meet at the site with parties involved in cutting and patching, including mechanical and electrical trades. Review areas of potential iriterfererice zind conflict. Coordinate procedures acid restive potential conflicts before proceeding. PREP"RAT I ON Temoor_ar_v_SuRp2K!: Provide temporary support of Work to be cut. Protection: Protect existing construction during cutting and patching to prevent damage. Provide protection from adverse weather conditions for portions of the Project that might be exposed during cutting and patching operations. Avoid interference with use of adjoining areas or interruption of free passage to adjoining areas. Take all precautions necessary to avoid cutting existing pipe, conduit or ductwork serving the building, but scheduled to be removed or relocated until provisions have been made to bypass them. PERFORMANCE General: Employ skilled workmen to perform cutting and patching. Proceed with cutting and patching at the earliest feasible time and complete without delay. Cut existing construction to provide for installation of other components or performance of other construction activities and the subsequent fitting =.rid patching required to restore surfaces to their origi nal condition. Cutting: Cut existing construction using methods least likely to damage elements to be retained or adjoining construction. Where possible review proposed procedures with the original installer; comply with the original installer's recommendations. In general, where cutting is required use hand or small power tools designed for sawing or grinding, riot hammering and chopping. Cut holes and slots neatly to size required with minimum disturbance of adjacent surfaces. Temporarily cover openings when not in use. To avoid marring existing finished surfaces, cut or drill from the exposed or finished side into concealed surfaces. Cut through concrete and masonry using a cutting machine such as a carborundum saw or diamond core drill. Comply with requirements of applicable Sections of Division-2 CUTTING AND PATCHING 01045 - 3 where cutting and patching requires excavating and ba.ck:f i 1 1 ing . By-pass utility services such as pipe or conduit, before cutting, where services are shown or required to be removed, relocated or abandoned. Cut-off pipe or conduit in walls or partitions to be removed. Cap, valve or plug and seal the remaining portion of pipe or conduit to prevent entrance of moisture or other foreign matter after by-passing and cutting. 010i,ng: Patch with durable seams that are as invisible as possible. Comply with specified tolerances. Where feasible, inspect and test patched areas to demonstrate integrity of the installation. Restore exposed finishes of patched areas and extend finish restoration into retained adjoining construction in a manner that will eliminate evidence of patching and refinishing. Where removal of walls or partitions extends one finished area into another, patch and repair floor and wall surfaces in the new space to provide an even surface of uniform color and appearance. Remove existing floor and wall coverings and replace with new materials, if necessary to achieve uniform color and appearance. Where patching occurs in a smooth painted surface, extend final paint coat over entire unbroken containing the patch, after the patched area has received primer and second coat. Patch, repair or rehang existing ceilings as necessary to provide an even plane surface of uniform appearance. CLEANING Thoroughly clean areas and spaces where cutting and patching is performed or used as access. Remove completely paint, mortar, - ails. putty and items of similar nature. Thoroughly clean piping, conduit and similar features before painting or other finishing is applied. Restore damaged pipe covering to its original condition. END OF SECTION 01045 CUTTING AND PATCHING 01045 - 4 SECT I OIV Q 295 - REFFF'EI•dCE STANDARDS M DEF 1N I T I 9A YK 1 - GEfaRK RELATED DOCUHENTS General provisions of the Contract, i.ncludinq General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. DEFIATIQNS Mera.l: Basic Contract definitions are included in the Conditions of the Contract. Indicated: The term indicated refers to graphic representations, j notes, or schedules on the Drawings, or other Paragraphs or Schedules in the Specifications, and similar- requirements in the Contract Documents. Terms such as shown, noted, scheduled, and specified are used to help the reader- locate the reference. There is no limitation on location. Dii-IMM Terms such as directed, requested, authorized, selected, approved, required, and permitted mean directed by the Architect, requested by the Architect, and similar phrases. Yuen; The term approved, when used in conjunction, with the Architect's action on the Contractor's submittals, applications, and requests, is limited to the Architect's duties and responsibilities as stated in the Conditions of the Contract. Regal. tiaD: The term regulations includes laws, ordinances, statutes, and lawful orders issued by authorities having jurisdiction, as well as rules, conventions, and agreements within the construction industry that control performance of the Work. F_urni_sh: The term furnish means supply and deliver to the Project site, ready for ,unloading, unpacking, assembly, installation, and similar operations. Install: The term install describes operations at the Project site R including the actual unloading, unpacking, assembly, erection, placing, anchoring, applying, working to dimension, finishing, curing, protecting, cleaning, and similar operations. Pr_oviQ: The term provide means to furnish and install, complete and ready for the intended use. In_st_all_er_: An Installer is the Contractor or an entity engaged by the Contractor, either as an employee, subcontractor, or REFERENCE STANDARDS AND DEFINITIONS 01095 - 1 contractor of lower tier, to perform a particular construction activity, including installation, erection, application, and similar operations. Installers are required to be experienced in the operations they are engaged to perform. The term experienced, when used with the term Installer means having a minimum of five previous projects similar in size and scope to this Project, being familiar with the special requirements indicated, and having complied with requirements of the authority having ,jurisdiction. Tnades: Using terms such as carpentry is not intended to imply that certain construction activities must be performed by accredited or unionized individuals of a corresponding generic name, such as carpenter. It also does not imply that requirements specified apply exclusively to tradespersons of the corresponding generic name. PCoiect Site is the space available to the Contractor for performing construction activities, either exclusively or in conjunction, with others performing other work: as part of the Project. The extent of the Project Site is shown on the Drawings and may or may not be identical with the description of the land on which the Project is to be built. 00ing inncim A testing agency is an. independent entity engaged to perform specific inspections or tests, either at the Project Site or elsewhere, and to report on and, if required, to interpret results of those inspections or tests. SPECIFICATION FORMAT AND CONTENT EXPLANATION Soecificw1i2p Qnyll: These Specifications are organized into Divisions and Sections based on the Construction Specifications Institute's 16-Division format and MASTERFORMAT numbering system. Mgifigni-On Cante_nt: This Specification uses certain conventions regarding the style of language and the intended meaning of certain terms, words, and phrases when used in particular situations or circumstances. These conventions are explained as follows: MACRv i NY Lano.uage : Language used in Specifications and other Contract Documents is abbreviated. Words and meanings shall be interpreted as appropriate. Wards that are implied, but not stated, shall be interpolated as the sense requires. Singular wards will be interpreted as plural and plural wards interpreted as singular where applicable as the context of the Contract Documents indicates. ImEe_atiYe knd streamlined 12ngU2gp is used generally in the Specifications. Requirements expressed in the imperative mood are to be performed by the Contractor. At certain locations REFERENCE STANDARDS AND DEFINITIONS 01095 - 2 in the Text, subjective language is used for clarity to describe responsibilities that must be fulfilled indirectly by the Contractor, or by others when so noted. The words "shall be" are implied wherever a. colon (:? is used within a sentence or phrase. INDUSTRY STANDARDS AnnligEwi1ity of Standw-ds: Except where the Contract Documents include more stringent requirements, applicable construction industry standards have the same force and effect as if bound o- copied directly into the Contract Documents to the extent referenced. Such standards are made a part of the Contract Documents by reference. Fublicatian D21es: Comply with the standards in effect as of the date of the Contract Documents. Conflicting Rggui_gments: Where compliance with two or more standards is specified and where the standards may establish different or conflicting requirements for minimum quantities or quality levels, refer requirements that are different, but apparently equal, and uncertainties to the Architect for a decision before proceeding. Minimum 2gentity aD. Qy2lity_ LEve1s: The quantity or quality level shown or specified shall be the minimum provided or performed. The actual installation may comply exactly with the minimum quantity or quality specified, or it may exceed the minimum within reasonable limits. To comply with these requirements, indicated numeric values are minimum or maximum, as appropriate, for the contest of the requirements. Refer uncertainties to the Architect for a decision before proceeding. Conies of St±ngvDds: Each entity engaged in construction on the Project is required to be familiar with industry standards applicable to its construction activity. Copies of applicable standards are not bound with the Contract Documents. Where copies of standards are needed to perform a required construction activity, the Contractor shall. obtain copies directly from the publication source. Abbreviations and Names: Trade association names and titles of general standardsarefrequently abbreviated. Where such acronyms or abbreviations are used in the Specifications or other Contract Documents, they mean the recognized name of the trade association, standards -generating organization, authority having jurisdiction, or other entity applicable to the context of the text provision. Refer to the "Encyclopedia. of Associations," published by Gale Research Co., available in most•li.braries. REFERENCE STANDARDS AND DEFINITIONS 01095 - 3 AbbreviQf2ns pnj AoMpg: Trade association name's and titles of general standards are frequently abbreviated. The following acronyms or abbreviations, as referenced in Contract Documents, are defined to mean the associated names. Names and addresses are subject to change and are believed, but not assured, to be accurate and up to date as of ds e of Contract Documents. AA Aluminum Association 900 19th St., NW, Suite 300 Washington, DC 20006 (202) 862-5156 AABC Associated Air Balance Council 1519 K' St., NW, Suite 503 Washington, DC 20005 (202) 7 37-0202 AAMA American Architectural Manufacturers Assoc. 1540 E. Dundee Road, Suite 310 Palatine, IL 60067 (708) 202-1350 AATCC American Association of Textile Chemists and Colorists P.O. Box 12215 Research Triangle Park:, NC 27709-2215 (919) 549-8141 ACIL American Council of Independent Laboratories 1725 K St., NW, Suite 412 Washington, DC 20006 (202) 687-5872 ADC Air Diffusion Council One Illinois Center, Suite 200 111 East Wacker Drive Chicago, IL 60601 (312) 616-0800 AHAM Association of Home Appliance Manufacturers 20 N. Wacker Drive Chicago, IL 60606 (312) 984-5800 AI Asphalt Institute Research Park: Drive P.O. Box 14052 Lexington, k::`i 40512-4052 (606) 288-4960 AIA American Institute of Architects 1735 New York Ave., NW Washington, DC 2000606 (202) 626-7300 A.I.A. American Insurance Assoc. 1130 Connecticut Ave., NW, Suite 1000 Washington, DC 20036 (202) 828-7100 AITC American Institute of Timber Construction 11818 S.E. Mill Plain Blvd., Suite 415 Vancouver, WA 98684 (206) 254-9132 REFERENCE STANDARDS AND DEFINITIONS 01095 - 4 ALI Associated Laboratories, Inc. 500 S. Vermont St. Palatine, I L 60067 (708) 35B-740( ALSC American Lumber Standards Committee P.O. Box 210 Germantown, MD 20675 301) 972-1700 AMCA Air- Movement and Control Assoc. 30 W. University Drive Arlington Heights, IL 60004 708) 394-0150 ANSI American National Standards Institute 11 West 42nd Street, 13th Floor New York, NY 10036 212) 642-3300 AOAC Association of Official Analytical Chemists 2200 Wilson Blvd., Suite 400 Arlington, VA 22201-3301 703) 522-3032 APA American Plywood Assoc. P.O. Box 11700 Tacoma, WA 98411 206) 565-6600 ARI Air Conditioning and Refrigeration Institute 1501 Wilson Blvd. , 6th Floor Arlington, VA 22209 703) 524-6800 ARMA Asphalt Roofing Manufacturers Assoc. 6288 Montrose Rd. Rockville, MD 20852 301) 231-9050 ASA Acoustical Society of America 500 Sunnys i de Blvd. Woodbury, NY 1 179'7 516) 349-7800 ASC Adhesive and Sealant Council 1627 K Street, NW, Suite 1000 Washington, DC 20006 202) 452-150O ASHRAE American Society of Heating, Refrigerating and Air -Conditioning Engineers 1791 Tullie Circle, NE Atlanta, GA 30329 404) 636-8400 ASME American Society of Mechanical Engineers 345 East 47th St. New York, NY 10017 212) 705-7722 ASPE American Society of Plumbing Engineers 3617 Thousand Oaks Blvd., Suite 210 Westlake, CA 91362 (805) 495-7120 ASSE American Society of Sanitary Engineering REFERENCE STANDARDS AND DEFINITIONS 01095 - 5 P.O. Box 40362 Bay Village, OH 44140 216) 635-3040 ASTM American Society for Testing and Materials 1916 Race St. Philadelphia, FA 1?103 (215) 299-5400 AWCMA American Window Covering Manufacturers Association 355 Lexington Ave. New York, NY 10017 (212) 661-5300 AWI Architectural Woodwork Institute P.O. Box 1550 13924 Braddock: Rd., Suite 100 Centreville, VA 222020 (703) 222-1100 AWPA American Woad Preservers' Assoc. P.O. Box 849 Stevensville, MD 21666 (301) 643-4163 AWPB American Wood Preservers Bureau P.O. Box 5283 Springfield, VA 2215i (703) 339-6660 AWS American Welding Society 550 LeJeune Road, NW P.O. Box 351040 Miami, FL 33135 (305) 443-9353 SHMA Builders' Hardware Manufacturers Assoc. 355 Lexington Ave., 17th Floor New York, NY 1 017 (212) 661-4261 CAGI Compressed Air and Gas Institute c/o Jahn H. Addington T'vmas Associates, Inc. 1230 Keith Building Cleveland, OH 44115 (216) 241-7333 CAUS Color Association of the United States 409 W. 44th Street New York, NY 10036 (212) 582-6884 CBM Certified Ballast Manufacturers Assoc. Hanna Building, Suite 772 1422 Euclid Ave. Cleveland, OH 44115 (216) 241-0711 CCC Carpet Cushion Council F.O. Box 546 Riverside, CT 06678 (203) 637-1312 CDA Copper Development Assoc. Box 1840, Greenwich Office Park 2 REFERENCE STANDARDS AND DEFINITIONS 01095 - 6 Gregnwich , CT 06836 203) 625-8210 CFFA Chemical Fabrics & Film Association, Inc. c/o Thomas Associates 1230 Keith Building Cleveland, OH 44115 216) 241-7333 CGA Compressed Gas Assoc. Crystal Gateway #1, Suite 501 1235 Jefferson Davis Highway Arlington, VA 22202 703) 779-0900 CISCA Ceiling and Interior Systems Contractors Assoc. 5700 Old Orchard Road Skokie, IL 60077-1057 708) 966-2323 CRI Carpet and Rug Institute P.O. Box 2046 Dalton, GA 30722 404) 278-3176 CTI Ceramic Tile Institute of America 700 N. Virgil Ave. Los Angeles, CA 90029 213) 660-1911 DHI Door and Hardware Institute 14170 New Brack: Drive Chantilly, VA 22021-2223 703) 222-2010 DLPA Decorative Laminate Products Assoc. 600 S. Federal St., Suite 400 Chicago, IL 60605 312) 922-6222 ECSA Exchange Carriers Standards Assoc.. 5430 Grosvenor Lane, Suite 200 Bethesda, MD 20614 301) 564-4505 EIA Electronic Industries Assoc. 2001 Pennsylvania Ave., NW, Suite 110C.) Washington, DC 20006 202) 457-4900 ETL ETL Testing Laboratories, Inc. P.O. Box 2040 Route 11, Industrial Park: Cortland, NY 13 045 607) 753-671 1 FCI Fluid Controls Institute P.O. Box 9036 Morristown, NJ 07960 201) 629-0991) FGMA Flat Glass Marketing Assoc. White Lakes Professional Bldg. 3310 S.W. Harrison Topeka, KS 66611-2279 913) 266-7013 REFERENCE STANDARDS AND DEFINITIONS 01095 - 7 FM Factory Mutual Research Organization, 1151 Boston -Providence Turnpike P.D. box 9102 Norwood, MA 02062 (617) 762-4300 FTI Facing Tile Institute P.O. Box 8880 Canton, OH 44711 (216) 488-1241 GA Gypsum Association 810 First Street, NE, Suite 510 Washington, DC 20002 (202) 289-5440 HEI Heat Exchange' Institute c/o John H. Addington Thomas Associates, Inc. 1230 Keith building Cleveland, OH 44115 (216) 241-7333 HI Hydronics'Institute P.O. box 218 35 Russo Place Berkeley Heights, NJ 07922 (908) 464-8200 H.I. Hydraulic Institute 30200 Detroit Road Cleveland, OH 44145-1967 (216) 699-0010 HMA Hardwood Manufacturers Assoc. 2831 Airways Blvd., Suite 205, Bldg. b Memphis, TN 36132 (901) 346-2222 HPMA Hardwood Plywood Manufacturers Assoc. 1825 Michael Farraday Drive P.O. box 2789 Freston, VA 22090-22789 (703) 435-2900 ICEA Insulated Cable Engineers Association, Inc. P.O. Box 440 South Yarmouth, MA 02664 (508) 394-4424 IEC International Electrotechnical Commission Available from ANSI) 1430 Broadway New York, NY 10018 (212) 354-3300 IEEE Institute of Electrical and Electronic Engineers 345 E. 47th St. New York, NY 10017 (212) 705-7900 IESNA Illuminating Engineering Society of North America 345 E. 47th St. New York, NY 10017 (212) 705-7926 REFERENCE STANDARDS AND DEFINITIONS 01095 - 8 IGCC Insulating Glass Certification Council c/o ETL Testing Laboratories, Inc. P.O. Box 2040 Rout. 11, Industrial Park: Cortland, NY 1.3045 607) 753-671 1 IRI Industrial Risk: Insurers 85 Woodland St. Hartford, CT 06102 203) 520-7300 ISA Instrument Society of America F.O. Box 12277 67 Alexander Drive Research Triangle Fart, NC 27709 919) 549-8411 t;'ZMA Kitchen Cabinet Manufacturers Assoc. 1899 Freston White Drive Falls Church, VA 22 91 7 3) 26=+-169 3 MCAA Mechanical Contractors Association of America 1385 Pittard Dr. Rockville, MD 20832 301) 869-5800 MSS Manufacturers Standardization Society of the Valve and Fittings Industry 127 Park: St., NE Vienna, VA 22180 703) 281-6613 NAAMM National Association of Architectural Metal Manufacturers 600 S. Federal St., Suite 400 Chicago, IL 60605 312) 922-6222 NAIMA North American Insulation Manufacturers Association 44 Canal Center Plaza Alexandria, VA 22314 703) 684-00% NAPA National Asphalt Pavement Assoc. 6811 Kenilworth Avenue Calvert Building, Suite 620 Riverdale, MD 20737 3i31) 7 79-4860 NAFF National Association of Plastic Fabricators Now DLFA) NBHA National builders Hardware Assoc. Now DHI) NCMA National Concrete Masonry Assoc. 2302 Horse Pen Road Herndon, VA 22i 71 703) 713-190 NEC National Electric Code (from NFPA) REFERENCE STANDARDS AND DEFINITIONS 01095 - 9 J NECA National Electrical Contractors Assoc. 7315 Wisconsin rive. , Suite 1300 W Bethesda, MD 20614 NEMA National Electrical Manufacturers Assoc. 2101 L St., NW, Suite 300 Washington, DC 20037 NFPA National Fire Protection Assoc. One Batterymarch Qark: P.O. Box 9101 30 1) 657-31 10 2 2) 457-8400 Quincy, MA 02269-9101 (617) 770-3000 N.F.P.A. National Forest Products Assoc. 1250 Connecticut Ave., NW, Suite 200 Washington, DC 20036 202) 463-2 7 00 NHLA National Hardwood Lumber Assoc. P.O. Box 34518 Memphis, TN 38184-1818 901) 377-IB18 NKCA National Kitchen Cabinet Assoc. Now KCMA ) NLGA National Lumber Grades Authority 1055 W. Hastings St., Suite 260 Vancouver, British Columbia Canada V6E 2E9 604) 687-2171 NPA National Particleboard Assoc. 18928 Premiere Court Gaithersburg, MD 20879 301) 670-0604 NPCA National Paint and Coatings Assoc. 1500 Rhode Island Ave., NW Washington, DC 20 05 2 2) 462-6272 NRCA National Roofing Contractors Assoc. One O'Hare International Center 10255 W. Higgins Rd., Suite 600 Rosemont, IL 60018-5607 708) 299-9070 NSF National Sanitation Foundation 3475 Plymouth Rd*. P.O. Box 130140 Ann Arbor, MI 48105 313) 769-8010 NWMA National Woodwork: Manufacturers Assoc. Now NWWDA) NWWDA National Woad Window and Door Assoc. 1400 E. Touhy Ave., #654 Des Plaines, IL 60018 (708) 299-5200 800) 223-2301 REFERENCE STANDARDS AND DEFINITIONS 01095 - 10 PCA Portland Cement Assoc. 5420 Old Orchard Road Skokie, IL 60077 7 8) 966-6200 PDI Plumbing and Drainage Institute coo Sol. Baker 1106 W. 77th St., South Dr. Indianapolis, IN 46260-3316 317) 251-6970 PEI Porcelain Enamel Institute 11ol Connecticut Ave., NW, Suite 700 Washington, DC 20036 202) 857-1134 RFCI Resilient Floor Covering Institute 966 Hungerford Drive, Suite 12-B Rockville, MD 20805 301) 340-6580 RMA Rubber Manufacturers Assoc. I 1400 K St., NW Washington DC 20005 202) 682-4800 SHLMA Southern Hardwood Lumber Manufacturers Assoc. Now HMA) SIGMA Sealed Insulating Glass Manufacturers Assoc. 401 N. Michigan Chicago, IL 60611-4206 312) 644-6610 SMA Screen Manufacturers Association 655 W. Irving Park:, Suite 201 Chicago, IL 60613-3198 312) 525-2644 SMACNA Sheet Metal and Air Conditioning Contractors National Association P.O. 22123o Chantilly, VA 22022-1230 703) 803-2980 SPIB Southern Pine Inspection .Bureau 4709 Scenic Highway Pensacola, FL 32504 904) 434ZE61 1 TCA Tile Council of America P.O. Box 326 Princeton, NJ 08542 609) 921-7050 TIMA Thermal Insulation Manufacturers Assoc. 29 Funk: Street Stamford, CT 06901 203) 324-7533 Standards now issued by NAIMA) TPI Truss Plate Institute 563 D'Onofrio Drive, Suite 200 Madison, WI 53719 606) 833-5900 REFERENCE STANDARDS AND DEFINITIONS 01095 - 11 UL Underwriters Laboratories, Inc. 333 Pf i ngsten Rd. Northbrook:, IL 60062 (708) 272-8800 WCLIB West Coast Lumber Inspection Bureau F.O. Box 23145 Portland, OFF 97223 (503) 639-0651 WCMA Wallcovering Manufacturers Assoc. 355 Lexington Ave., 17th Floor New York, NY 10017 (212) 661-4261 WIC Woodwork: Institute of California P.O. Box 11429 Fresno , CA 93773 (209) 233-9035 WRI Wire Reinforcement Institute 1760 Reston Parkway, Suite 403 Reston, VA 22090 (703) 709-9207 WSC Water Systems Council 600 S. Federal St., Suite 400 Chicago, IL 60605 (312) 922-6222 WSFI Wood and Synthetic Flooring Institute 4415 W. Harrison St., Suite 242 C Hillside, IL 60162 (708) 449-2933 WLPDIA Western Lath, Plaster, Drywall Industries Assoc. Formerly California Lath & Plaster Assoc.)- 8635 Navajo Road San Diego, CA 92119 (619) 466-9070 WWPA Western Wand Products Assoc. Yeah Building 522 SW 5th Avenue Portland, OR 97204-2122 (503) 224-3930 W.W.P.A. Woven Wire Products Assoc. 2515 N. Nordica Ave. Chicago, IL 60635 312) 637-1359 MUCH Gav-ei_iwo! Qe»c i es : Names and titles of Federal Government standard- or specification -producing agencies are often abbreviated. The fallowing acronyms or abbreviations referenced in the Contract Documents indicate names of standard - or specification -producing agencies of the Federal Government. Names and addresses are subject to change and are believed, but not assured, to be accurate and up to date as of the date of the Contract Documents. CFR Cade of Federal Regulations Available from the Government Printing Office) N. Capitol St. between G and H St. NW REFERENCE STANDARDS AND DEFINITIONS 01095 - 12 Washington, DC 20402 (202) 783-3238 Material is usually,- first published in the "Federal Register") CPSC Consumer- Product Safety Commission 5401 Westbard Ave. Bethesda, MD 20816 (600) 638-2772 CS Commercial Standard U.S. Department of Commerce) Government Printing Office Washington, DC 20402 202) 377-20i.0 DOC Department of Commerce 14th St. and Constitution Ave., NW Washington, DC 202% 202) 377-20 s0 FHA Federal Housing Administration U.S. Department of Housing and Urban Development) Director, Manufactured Housing and Construction Standards Division 451 Seventh St., SW, Roam 9158 Washington, DC 20201 202) 755-5210 MIST National Institute of Standards and Technology U.S. Department of Commerce) Gaithersburg, MD 20899 301) 975-2000 OSHA Occupational Safety and Health Administration U.S. Department of Labor) Government Printing Office Washington, DC 20402 202) 523-6091 PS Product Standard of NSS U.S. Department of Commerce) Government Printing Office Washington, DC 20402 202) 783-3238 GOV'ERi J I AP RESULAT I OA5 AND faUTHOB I I I ES The Architect has contacted authorities having jurisdiction where necessary to obtain information to prepare Contract Documents. Contact authorities having jurisdiction directly for information and decisions regarding on the Wort;. SUBMITTALS F'C1_m1t5s. LiVpn1pp4 Eng Qr_tif gQpg: For the Owner's retards, submit copies of permits, licenses, certifications, inspection reports, releases, ,jurisdictional settlements, notices, receipts for fee payments, judgments, and similar- documents, correspondence, and, retards established in conjunction with REFERENCE STANDARDS AND DEFINITIONS 01095 - 13 compliance with standards and regulations bearing performance of the Work. FART E _ PRODUCTS (Nat Applicable) PART O _ EXECUTION (Not Applicable) END OF SECTION 010?5 upon REFERENCE STANDARDS AND DEFINITIONS 01095 - 14 SECT I C!tv_ > 12 !:?___F:R7JECT_MEET P•dGS PART 1. - GENERAL RELATED DOCUMENTS General provisions of Contract, including General and Supplementary Conditions and ether Division-1 Specification Sections, apply to this Section. SUMARY This Section specifies administrative and procedural requirements for project meetings including but not limited to: Pre -Construction Conference. Pre -Installation Conferences. Progress Meetings. Co structian_sched_les are specified in another Division-! Section. F'RE_CDNSTRUCT I UN_C 7NFEF EtdCE Scheul a_pr_cantructio_coinfi e ce and organizational meeting at the Project site or other convenient location no later than 15 days after receipt of the Notice to Proceed and prior to commencement of construction activities. Conduct the meeting to review responsibilities and personnel assignments. Q1Tndegs: • The Owner, Architect and their consultants, the Contractor and its superintendent, major subcontractors, manufacturers, suppliers and other concerned parties shall each be represented at the conference by persons familiar with and authorized to conclude matters relating to the Wort::. Qgnja: Discuss items of significance that could affect progress including such topics as: Tentative construction schedule. Critical Work: sequencing. Designation of responsible personnel. Procedures for processing field decisions and Change Orders. Procedures for processing Applications for Payment. Distribution of Contract Documents,. Submittal of Shop Drawings, Product Data and Samples. Preparation of record documents. Use of the premises. Office, Ware: and storage areas. Equipment deliveries and priorities. PROJECT MEETINGS 01200 - 1 Safety procedures. First aid. Security. Housekeeping. Wor{::ing hours. PROGRESS MEETINGS Conduct_progiEgEs_meetings at the Project site at regularly scheduled intervals. Notify the Owner and Architect of scheduled meeting dates. Coordinate dates of meetings with preparation of the payment request. Attendees: In addition to representatives of the Owner and Architect, each subcontractor, supplier or other entity concerned with current progress or involved in planning, coordination or performance of future activities shall be represented at these meetings by persons familiar with the Project and authorized to conclude matters relating to progress. Agenda: Review and correct or approve minutes of the previous progress meeting. Review other items of significance that could affect progress. Include topics for discussion as appropriate to the current status of the Project. Contractor's _Construction _Schedule: Review progress since the last meeting. Determine where each activity is in relation to the Contractor's Construction Schedule, whether on time or ahead or behind schedule. Determine how construction behind schedule will be expedited; secure commitments from parties involved to do so. Discuss whether schedule revisions are required to ensure that current and subsequent activities.will be completed within the Contract Time. Review the present and future needs of each entity present, including such items as: Interface requirements. Time. Sequences. Deliveries. Off -site fabrication Access. Site utilization. Temporary facilities Hours of Word;. Hazards and risks. Housekeeping. problems. and services. Quality and Ware: standards. Change Orders. Documentation of information for payment requests. Repai_ting: No later than 3 days after each progress meeting PROJECT MEETINGS 01200 - 2 date, distribute copies of minutes of the meeting to each party present and to other parties who should have been present. Include a brief summary, in narrative form, of progress since the previous meeting and report. Schedule U d tin Revise the construction schedule after each progress meeting where revisions to the schedule have been made or recognized. Issue the revised schedule concurrently with the report of each meeting. END OF SECTION i 120i PROJECT MEETINGS 01200 — 3 SECT I vFJ_t i 3?? _^_S IDM I TTAt_S F'r.RT 1 - GEl'JERAL RELATED DOCUMEPJTS General provisions of Contract, including General and Supplementary Conditions and other Division-1 Specification Sections, apply to this Section. This Section specifies administrative and procedural requirements for submittals required for performance of the Work:, including: Contractor's construction schedule. Submittal schedule. Daily construction reports. Shop Drawings. Product Data. Samples. Ad_m__inistrative Submittals: Refer to other Division-1 Sections and other ContractDocumentsfor requirements for administrative submittals. Such submittals include, but are not limited to: Permits. Applications for payment. Performance and payment bands. Insurance certificates. List of Subcontractors. The Schedule of Values submittal is included in Section Applications for Payment.'' Inspection and test reports are included in Section "Quality Control Services." YQU I TTAL_PROCEDU-ES CGo_ hdNNIgn: Coordinate preparation and processing of submittals with performance of construction activities. Transmit each submittal sufficiently in advance of performance of related construction activities to avoid delay. Coordinate each submittal with fabrication, purchasing, testing, delivery, other submittals and related- activities that require sequential activity. Coordinate transmittal of different types of submittals for SUBMITTALS 01300 - 1 related elements of the Work: so processing will not be delayed by the need to review submittals concurrently for coordination. The Architect reserves the right to withhold action on a submittal requiring coordination with other submittals until related submittals are received. Allow two weeks for initial review. Allow additional time if processing must be delayed to permit coordination with subsequent submittals. The Architect will promptly advise the Contractor when a submittal being processed must be delayed for coordination. If an intermediate submittal is necessary, process the same as the initial submittal. Allow two weeks for reprocessing each submittal. No extension of Contract Time will be authorized because of failure to transmit submittals to the Architect sufficiently in advance of the Work: to permit processing. gyQitta1_F'_eparati'2n: Place a permanent label or title black: on each submittal for identification. indicate the name of the entity that prepared each submittal on the label or title block:. Provide a space approximately 4" x 5" on the label or beside the title block: on Shop Drawings to retard the Contractor's review and approval markings and the action taken. Include the fallowing information on the label for processing and recording action taken. Project name. Date. Name and address of Architect. Name and address of Contractor. Name and address of subcontractor. Name and address of supplier. Name of manufacturer. Number and title of appropriate Specification Section. QQTittal_Tn anETittal: Package each submittal appropriately for transmittal and handling. Transmit each submittal from Contractor to Architect using a transmittal farm. Submittals received from sources other than the Contractor will be returned without action. On the transmittal Retard relevant information and requests for data. On the farm, or separate sheet, retard deviations from Contract Document requirements, including minor variations and limitations. Include Contractor's certification that information complies with Contract Document SUBMITTALS 01300 - 2 I requirements, i kplY. 1tsl__Fr_,_m: Use AIA Document ^v 810. Tr_nsmittal_EgET: Use the sample farm at the end of this P Section for transmittal of submittals. CGhJT:ACTOF;' S_CGhJSTRUCTION_SCHEL LLE A_ --Chaff t Sghsdule: Prepare a fully developed, horizontal bar - chart type Contractor's construction schedule. Submit within 30 days of the date established for "Commencement of the Work:". Provide a separate time bar for each significant construction activity. Provide a continuous vertical line to identify the first working day of each week. Use the same breakdown of units of the Work: as indicated in the "Schedule of Values." I Within each time bar indicate estimated completion percentage in 10 percent increments. As Work progresses, place a contrasting mark in each bar to indicate Actual Completion. Prepare the schedule on a sheet, or series of sheets, of stable transparency, or other reproducible media., of sufficient width to show data for the entire construction period. Secure time commitments for performing critical elements of the Work: from parties involved. Coordinate each element on the schedule with other construction activities; include minor elements involved in the sequence of the Work. Shaw each activity in proper sequence. Indicate graphically sequences necessary for completion of related portions of the Work. Coordinate the Contractor's construction 'schedule with the schedule of values, list of subcontracts, submittal schedule, progress, reports, payment requests and other schedules. Indicate completion in advance of the date established for Substantial Completion. I-dicate Substantial Completion or, the schedule to allow time for the Architect's procedures necessary for certification of Substantial Completion. F'hasirg: Provide notations on the schedule to show how the sequence of the Work: is affected by requirements for phased completion. Provide a separate time bar to identify each major construction area for each major portion of the Work:. Indicate where each element in an area must be sequenced or integrated with other activities. Ccs_o_rElatiai: At the head of the schedule, provide a two SUBMITTALS a 13C U1 - 3 item cost correlation line, indicating "precalculated" and actual" costs. On the line show dollar -volume of Work: performed as of the dates used for preparation of payment requests. Refer to Section "Applications for Payment" for cost reporting and payment p•r-octdures. Pistr_ibutign: Following response to the initial submittal, print and distribute copies to the Architect, Owner, subcontractors, and other parties required to comply with scheduled dates. Post copies in the Project meeting -oom and temporary field office. When revisions are made, distribute to the same parties and post in the same locations. Delete parties from distribution when they have completed their- assigned portion of the Work: and are no longer involved in construction activities. Schedule_Uebatiing: Revise the schedule after- each meeting or activity, where revisions have been recognized or made. Issue the updated schedule concurrently with report of each meeting. SUBMITTAL SCHEDULE After- development and acceptance of the Contractor's construction schedule, prepare a complete schedule of submittals. Submit the schedule within 10 days of the date- required for establishment of the Contractor's construction schedule. Coordinate submittal schedule with the list of subcontracts, schedule of values and the list of products as well as the Contractor's construction schedule. Prepare the schedule in chronological order; include submittals required during the first TO days of construction. Provide the following information: Scheduled date for the first submittal. Related Section number. Submittal category. Name of subcontractor. Description of the part of the Scheduled date for resubmitta.l. Scheduled date the Architect's Work covered. final release or approval. Distribution: Fallowing response to initial submittal, print and distribute' copies to the Architect, Owner, subcontractors, and other- parties required to comply with submittal dates indicated. Post copies in the Project meeting roam and field office. When revisions are made, distribute to the same parties and past in the same locations. Delete parties from distribution when they have completed their- assigned portion of the Word: and are no longer- involved in construction activities. SUBMITTALS 01300 - 4 Schedule_Upgkilp9: Revise the schedule after each meeting or activity, where revisions have been recognized or made. Issue the updated schedule concurrently with report of each meetinq. DnI Ly CGhlSTRUCT I Ot:; REF'URTS Prepare a daily construction report, recording the following information concerning events -at the site; and submit duplicate copies to the Architect at monthly intervals: List of subcontractors at the site. Approximate taunt of personnel at the site. High and low temperatures, general weather conditions. Accidents and unusual events. Meetings and significant decisions. Stoppages, delays, shortages, losses. Meter readings and similar recordings. Emergency procedures. Orders and requests of governing authorities. Change Orders received, implemented. Services connected, disconnected. Equipment or system tests and start-ups. Partial Completions, occupancies. Substantial Completions authorized. SHOP DRAWINGS Submit newly prepared information, drawn to accurate scale. Highlight, encircle, or otherwise indicate deviations from the Contract Documents. Do not reproduce Contract Documents or copy standard information as the basis of Shop Drawings. Standard information prepared without specific reference to the Project is not considered Shop Drawings. Shop Drawings include fabrication and installation drawings, setting diagrams, schedules, patterns, templates and similar drawings. Include the following information: Dimensions. Identification of products and materials included. Compliance with specified standards. Notation of coordination requirements. Notation of dimensions established by field measurement. gttQ__Sicp: Except for templates, patterns and similar full- size Drawings, submit Shop Drawings on sheets at least 8-1!2" x 11" but no larger than 36" x 48". Iiiiti l Submittal: Submit 2 'blue- or black -line prints for the Architect's review; one will be returned. Fina1_5ubmittal: Submit 3 blue- or black: -line prints and 2 SUBMITTALS 01300 - 5 additional prints where required for maintenance manuals, plus the number of prints needed by the Architect for distribution. 2 prints will be retained; the remainder returned. One of the 'prints returned shall be marked -up and maintained as a "Record Document". Do not use Shop Drawings without an appropriate final stamp indicating action taken in connection with construction. PRODUCT DATA Collect Product Data into a single submittal for each element of construction or system. Product Data includes printed informations such as manufacturer's installation instructions, catalog cuts, standard color charts, roughing -in diagrams and templates, standard wiring diagrams and performance curves. Where Product Data must be specially prepared because standard printed data is not suitable for use, submit as "Shop Drawings." Mare: each copy to show applicable choices and options. Where printed Product Data includes information on several products, some of which are not required, mark: copies to indicate the applicable information. Include the fallowing information: Manufacturer's printed recommendations. Compliance with recognized trade association standards. Compliance with recognized testing agency standards. Application of testing agency labels and seals. Notation of dimensions verified by field measurement. Natation of coordination requirements. _ Do not submit Product Data until compliance with requirements of the Contract Documents has been confirmed. Submittals: Submit 2 copies of each. required submittal; submit 4 copies where required for maintenance manuals. The Architect will retain one, and will return the other marked with action taken and corrections or modifications required. Unless noncompliance with Contract Document provisions is observed, the submittal may serve as the final submittal. Distribution: Furnish copies of final submittal to installers, subcontractors, suppliers, manufacturers, fabricators, and others required for performance of construction activities. Show distribution on transmittal. forms. , Do not proceed with installation until an applicable copy of Product Data applicable is in the installer's possession. SUBMITTALS 01300 - 6 Do not permit use of unmarked copies of Product Data in connection with construction. SAMPLES Submit full-size, fully fabricated Samples cured and finished as specified and physically identical with the material or product proposed. Samples include partial sections of manufactured or fabricated components, cuts or containers of materials, color range sets, and swatches showing color, texture and pattern. Mount, display, or package Samples in the manner specified to facilitate review of qualities indicated. Prepare Samples to match the Architect's Sample. Include the following: Generic description of the Sample. Sample source. Product name or name of manufacturer. Compliance with recognized standards. Availability and delivery time. Submit Samples for review of kind, color, pattern, and texture. for a final check of these characteristics with other elements, and for a comparison of these characteristics between the final submittal and the actual component as delivered and installed. Where variation in color, pattern, texture or other characteristics are inherent in the material or product represented, submit multiple units (not less than 3), that show approximate limits of the variations. Refer to other Specification Sections for requirements for Samples that illustrate workmanship, fabrication techniques, details of assembly, connections, operation and similar construction characteristics. Refer to other Sections for Samples to be returned to the Contractor for incorporations in the Work:. Such Samples must be undamaged at time of use. On the transmittal, indicate special requests regarding disposition of Sample i submittals. F'i_el.ir iri ry submittals: Where Samples are for selection of color, pattern, texture or similar characteristics from a range of standard choices, submit a full set of choices for the material or product. Preliminary submittals will be reviewed and returned with the Architect's mark: indicating selection and other action. Submittals: Except for Samples illustrating assembly details, SUBMITTALS 01300 - 7 workmanship, fabrication techniques, connections, operation and similar characteristics, submit 2 sets; one will be returned marked with the action taken. Maintain sets of Samples, as returned, at the Project site, for quality comparisons throughout the course of construction. Unless noncompliance with Contract Document provisions is observed, the submittal may serve as the final submittal. Sample sets may be used to obtain final acceptance of the construction associated with each set. Distributio af_Samples: Prepare and distribute additional sets to subcontractors, manufacturers, fabricators, suppliers, installers, and others as required for performance of the Wart::. Show distribution on transmittal forms. ARCHITECT'S -ACTION Except for submittals for retard, information or similar purposes, where action and return is required or requested, the Architect will review each submittal, mark: to indicate action taken, and return promptly. Compliance with specified characteristics is the Contractor's responsibility. Actim_StGmp: The Architect will stamp each submittal with a uniform, self-explanatory action stamp. The stamp will be appropriately marked, as follows, to indicate the action taken: Fii_al_Ui Le_tr_i ted_Fe_lease: Where submittals are marked Accepted," that part of the Work: covered by the submittal may proceed provided it complies with requirements of the Contract Documents; final acceptance will depend upon that compliance. When submittals are marked Accepted as Noted," that part of the Wort, covered by the submittal may proceed provided it complies with notations or corrections on the submittal and requirements of the Contract Documents; final acceptance will depend on that compliance. F:etuCned for Fzsubmittal: When submittal is marked "Nat Accepted, Revise and Resubmit," do not proceed with that part of the Work: covered by the submittal, including purchasing, fabrication, delivery, or other activity. Revise or prepare a new submittal in accordance with the notations; resubmit without delay. Repeat if necessary to obtain a different action mark:. Do not permit submittals marked "Not Approved, Revise and Resubmit" to be used at the Project site, or elsewhere SUBMITTALS 01300 - e 0 where ork: is in progress. Gther Action: Where a submittal is primarily for information or record purposes, special processing or other activity, the submittal will be returned, marked "Action Not Required". F'ART_S___F'RODUCTS (Nat Applicable). F'ART_3 __EXECUTIOPd (Not Applicable). END OF SECTION 01300 SUBMITTALS 01300 - 9 TRANSMITTAL LETTER A/A 17)r)CUMFNT GR10 PROJECT: ARCHITECT'S name, address) PROJECT NO: DATE: TO: If enclosures are not as noted, please inform us immediately. If checked below, please: ATTN: ( ) Acknowledge receipt of enclosures. L J ( ) Return enclosures to us. WE TRANSMIT: herewith ( ) under separate cover via in accordance with your request FOR YOUR: approval ( ) distribution to parties ( ) information review & comment ( ) record use ( ) THE FOLLOWING: Drawings ( ) Shop Drawing Prints ( ) Samples Specifications ( ) Shop Drawing Reproducibles ( ) Product Literature Change Order ( ) 9 DESCRIPTION ACTION A. Action indicated on item transmitted D. For signature and forwarding as noted below under REMARKS CODE B. No action required E. See REMARKS below C. For signature and return to this office REMARKS COPIES TO: (with enclosures) BY: AIA DOCUMENT G810 • TRANSMITTAL LETTER • APRIL 1970 EDITION • AIA9 • COPYRIGHT m 1970 ONE PAGE THE AMERICAN INSTITUTE OF ARCHITECTS, 1785 MASSACHUSETTS AVENUE, N.W., WASHINGTON, D.C. 20036 SECT I 1)N C? 15(')C)__ _ T E-MF (-?R R-Y_FAC I L I T I ES FART-1 _ __GE:NERAL REL,TED DOCUMENTS: General provisions of the Contract, including General and Supplementary Conditions and other Division-1 Specification Sections, apply to this Section. SUMMARY This Section specifies requirements for temporary services and facilities, including utilities, construction and support facilities, security and protection. TemeaE a_y_utili.ties required include but are not limited to: Temporary electric power and light. Telephone service. Tempa_a y_caristruction_and_sup paEj_facilities required include but are riot limited to: r Field offices and storage sheds.. Sanitary facilities, including drinking water. Temporary enclosures. Temporary Project identification signs and bulletin boards. Waste disposal services. Rodent and pest control. Construction aids and miscellaneous services and facilities. Securi.tv_ai d_p_otecti.on faci..l.ities required inClUde but are not limited to: Temporary fire protection. Barricades, warninq signs, lights. Sidewalk: bridge or enclosure fence for the site. Environmental protection. SUBMITTALS TemRara_y_Utilities: Submit reports of tests, inspections, meter readings and similar procedures performed on 'temporary utilities. QUALITY ASSURANCE Regulations: Comply with industry standards and applicable laws and regulations if authorities having jurisdiction, including but TEMPORARY FACILITIES 01500 - 1 not limited to: Building Cade requirements. Health and safety regulations. Utility company regulations. Police, Fire Department and Rescue Squad rules. Environmental protection regulations. Standards: Comply with NFPA Code 241, "building Construction and Demolition Operations", ANSI-A10 Series standards for "Safety Requirements for Construction and Demolition", and NECA Electrical Design Library, "Temporary Electrical Facilities." t Refer to "Guidelines for Hid Conditions for Temporary Job Utilities and Services", prepared jointly by AGC and ASC, for industry recommendations. Electrical Service: Comply with NEMA, NECA and UL standards and regulations for temporary electric service. Install service in compliance with National Electric Code (NFPA 70). Inspections: Arrange for authorities having jurisdiction to inspect and test each temporary utility before use. Obtain required certifications and permits. PROJECT CONDITIONS Conditions of Use: Keep temporary services and facilities clean and neat in appearance. Operate in a safe and efficient manner. Take necessary fire prevention measures. Do not overload facilities, or permit them to interfere with progress. Do not allow hazardous dangerous or unsanitary conditions, or public , nuisances to develop or persist on the site. PART 2 - PRODUCTS MATERIALS General: Provide new materials; if acceptable to the Architect, undamaged previously used materials in serviceable condition may be used. Provide materials suitable for the use intended. Lumber_ and Plywood: Comply with requiremeints in Division-6 Section "Rough Carpentry." For job -built temporary offices, shops and sheds within the construction area, provide UL labeled, fire treated lumber and plywood for framing, sheathing and siding. For signs and directory boards, provide exterior type, Grade B--B High Density Concrete Farm Overlay Plywood conforming to TEMPORARY FACILITIES 01500 - 2 ! PS-1, of sizes and thickness indicated. i EAnt: Comply with requirements of Division-? Section "Finish Fainting.'' For job -built temporary offices, shops, sheds, fences and ether exposed lumber and plywood, provide exterior grade acrylic -latex emulsion over exterior primer. I For sign panels and applying graphics, provide exterior- grade alkyd glass enamel over exterior primer. For interior walls of tempoi-ai-y offices, provide two coats interior latex flat wall paint. Oggr_Plggh_Fencing: 'Provide 11-gage, galvanized 2-inch. - chain in t lik fabric fencing 6-feet high with galvanized barbed wire top standand and galvanized steel pipe pasts, 1-1/.2" I.D. far line pasts and 2-1/2" I.D. for carver posts. EQUIPMENT Ggi_igrai: Provide new equipment; if acceptable to the Architect, f[ undamagcd, previously used equipment in serviceable condition may be used. Provide equipment suitable for use intended. E1•-_ctrig l G rtlets: Provide properly configured NEMA polarized outlets to prevent insertion of J 10-120 volt plugs into higher voltage outlets. Provide receptacle outlets equipped with ground -fault circuit interrupters, reset button and pilot light?, for conn6ctiain of power tools and equipment. Elgc.tl=ical F'c wgi_Ccli ds: Provide grounded extension cored_; use hard -service" goads whr-i'_ exposed to abrasion al'id traffic. Provide waterproof connectors to connect separate lengths of' electric cards, if single lengths will not reach areas where construction activities are in progress. Provide Prefabricated ok mobile units or similar jab -built construction with lockable entrances, operable windows and serviceable finishes. Provide heated and air- conditioned units on foundations adequate for normal loading. 2'T[C11_d _T iiet_Units: Provide self-contained single -occupant toilet units of the chemical,' aerated recirculation, or combustion type, properly vented and fully enclosed with a glass fiber reinforced polyester shell or similar nonabsor-bent material. First_Aid Jype1•as: Comply with governing regulations. Fii_e_Es;tiDg_iishers: Provide hand -carried, portable UL-rated, class "A" fire extinguishers foi- temporary offices and similar- TEMPORARY FACILITIES 01500 - 3 1' spaces. In other locations provide hand -carried, portable, UL- r gated, class "ABC" dry chemical extinguishers, or a combination 4 of extinguishers of NFPA recommended classes for the exposures. Comply with NFPA 10 and E41 for classification, extinguishing agent and size required by location and class of fire exposure. PART 3 - EXECUTION INSTALLATION Use qualified personnel for installation of temporary facilities. Locate facilities where they will serve the Project adequately rj and result in minimum interference with performance of the Work:. Relocate and modify facilities as required. Provide each facility ready for.use when heeded to avoid delay. Maintain and modify as required. Do not remove until facilities are no longer needed, or are replaced by authorized use of completed permanent facilities. TEMPORARY UTILITY INSTALLATION ' Genei_al.: Engage the appropriate- local utility company to install temporary service or connect to existing service. Where the company provides only part of the service, provide the remainder with matching, compatible materials and equipment; comply with the company's recommendations. Arrange with the company and existing users for a time when service can be interrupted, where necessary, to make connections for temporary services. Provide adequate capacity at each stage of construction. Prior to temporary utility availability, provide trucked -in } services. Obtain' easements to bring temporary utilities' to the site, where the Owner's easements cannot be used for that purpose. Use CFiati_q.s: Cast or use charges for temporary facilities are \- not chargeable to the Owner or Architect, and will not be accepted as a basis of claims for a Change Order. TernEc i_i_y_Elzctric_F_awe^_S' v_ice: Provide weatherproof, Grounded electric power service and distribution system of sufficient size, capacity, and power characteristics during construction period. Include meters, transformers, overload protected disconnects, automatic ground -fault interrupters and main - distribution switch gear. TEMPORARY FACILITIES 01500 - 4 1 y C We'i D1 'ti=lbittlGl i SvSte(T: Install wiring overheads and rise vertically' where least exposed to damage. Where permitted, wiring circuits not exceeding 125 Volts, AC 20 ampere rating, and lighting circuits may be nonmetallic sheathed cable where overhead and exposed for surveillance. TEmFir 1_ 1'v_T__le,h_nFs: Provide temporary telephone service for all personnel engaged in construction activities, throughout the construction period. Ilnstall telephone on a separate line for each temporary office and first aid station. Where an office has more than two occupants, install a telephone for each additional occupant or pair of occupant_. 1 At each telephoneg post a list of important telephone numbers. Se Ers aind_Di_ainagc : - If sewers are available, provide temporary connections to remove effluent that can be discharged lawfully. If sewers are not available or cannot be used, provide drainage ditches, dry wells, stabilization ponds and similar facifities. If neither sewers nor drainage facilities can be lawfully used for discharge of effluent, provide containers to remove and dispose of effluent off the site in a lawful manner. Filter out excessive amounts of soil, construction debris, chemicals, oils andsimilar contaminants that might clog sewers or pollute waterways before.discharge. Connect temporary sewers to the municipal system as directed by the sewer department officials. Maintain temporary sewers and drainage facilities in a clean, sanitary condition. Following heavy use, restore normal conditions promptly. Provide earthen embankments and similar barriers in and around excavations and subgrade construction, sufficient to prevent flooding by runoff of storm water from heavy rains. TEMPORARY CONSTRUCTION AND SUPPORT FACILITIES INSTALLATION Locate field offices, storage sheds, sanitary facilities and other temporary construction and support facilities for easy l access. Maintain temporary construction and support facilities until near Substantial Completion. Remove prior to Substantial Completion. Personnel remaining after Substantial Completion will be permitted to use permanent facilities, under conditions acceptable to the Owner. F_ iGd_Offices: Provide insulated, weather tight temporary offices of sufficient size to accommodate required office personnel at the Project site. Keep the office clean and orderly for use for TEMPORARY FACILITIES 01500 - 5 small progress meetings. Star a aind Fat ric ticin Sheds: install storage and fabrication sheds, sized, furnished .and equipped to _accommodate materials and equipment involved, including temporary utility service. Sheds may be open shelters or fully enclosed spaces within the building or elsewhere on the site. gRnitai_y_facilities include temporary toilets, wash facilities and drinking water fixtures. Comply with regulations and health codes for the type, number, location, operation and .maiinteinaince nnoffixturesandfacilities. Itall where facilities will best service the Project's needs. Provide toilet tissue, paper towels, paper cups and similar disposable materials for each facility. Provide covered waste containers for used material. 2_ 0120: Install self-contained toilet units. Shield toilets to ensure privacy. Use of pit -type privies will not be permitted. Provide containerized tap -dispenser battled - water type drinking water units, including paper supply. Lewt- i ny_Fa.g i l i t i.zs_ nd Ui-ai.ns : For temporary drainage and dewatering facilities and operations not directly associated with construction activities included under individual Sections, comply with dewatering requirements of applicable Division-2 Sections. Where feasible. utilize the same facilities. Maintain the site, excavations and construction free of water. Temaoi_ ary_E c.las r Provide temporary enclosure for protection of construction in progress and completed, from exposure, foil weather. other construction operations and similar activities. Where temporary wood or plywood enclosure exceeds 100 square feet in area, use UL-labeled fire -retardant treated material for framing and main sheathing. F' i-a is•=t Identificatioin end Terr+pc r -_ ions: Prepare pro Sect , identification and other signs of the size indicated; install signs where indicated to inform the public and persons seeking entrance to the Project. Support on posts or framing of preservative treated woad or steel. Do not permit installation of unauthorized signs. \. F' i_o.ject_Idgntific±tign_Sigpp: Engage an experienced sign painter to apply graphics. Comply with details indicated. Amp2i_ aily_Signs: Prepare signs to provide directional information to construction personnel and visitors. C_ oil_ectia_n__an_d_7i=_pgsl_of Waste: Collect waste from construction areas and elsewhere daily. Comply with requirements TEMPORARY FACILITIES 01500 - 6 of NFPA 241 far removal of combustible wast? material and debris. Enforce requirements strictly. Do not hold material_ more than 7 days during normal weather or 3 days when the temperature is expected to rise above 60 deg F (27 deg C). Handle hazardous, dangerous, or unsanitary waste materials separately from other waste by containerizing properly. Dispose of material in a lawful manner. i SECURITY_ AND _PROTECTION _ FACILITIES_INSTALLATION Temea a_y_Fi_e_F'ti_atEctia_: Until fire protection needs are supplied by permanent facilities, install and maintain temporary r fire protection facilities of the types needed to protect against reasonably predictable and controllable fire losses. Comely with NFPA 10 "Standard for Portable Fire Extinguishers," and NFPA P41 Standard for Safeguarding Construction, Alterations and Demolition Operations." Locate fire extinguishers where convenient and effective for their intended purpose, but not less than one extinguisher on each floor at or near each usable stairwell. Stare combustible materials in containers in fire -safe locations. Maintain unobstructed access to fire extinguishers, fire hydrants, temporary fire protection facilities, stairways and other access routes for fighting .fires. Prohibit smoking in hazardous fire exposure areas. Provide supervision of welding operations, combustion type I temporary heating units, and similar sources of fire ignition. Ei _ic dES^ Wad.i_ng_Sigins_and_Lighta: Comply with standards and code requirements for erection of structurally adequate barricades. Paint with appropriate colors, graphics and warning signs to inform personnel and the public of the hazard being protected against. Where appropriate and needed provide lighting, including flashing red or amber lights. 912fagE: Where materials and equipment must be stared, and are of value or attractive for theft, provide = secure lockup. Enforce discipline in connection with the installation and release of material to minimize the opportunity for theft and vandalism. E yiro rmenta3_F'ratgcti.a: Provide protection, operate temporary facilities and conduct construction in ways and by methods that comply with- environmental regulations, and minimize the possibility that air, waterways and subsoil might be contaminated or polluted, or that other undesirable effects might result. Avoid use of tools and equipment which produce harmful noise. Restrict use of noise making tools and equipment to hours that TEMPORARY FACILITIES 01500 - 7 will iirlrnlR!).e complaints from persons or firms 1ie_?r the site. _ 1F'EFAT I.i ihl,_TERr 1IJ_dA " I GP_S_(Nii_F:c!'iOVF?L Sld[.rw visioD: Enforce strict discipline in use of temporary facilities. Limit availability of temporary facilities to essential and intended uses to minimize waste and abuse. Mvintenai w Maintain facilities in good operating condition until removal. Protect from damage by freezing temperatures and similar elements. Maintain operation of temporary enclosures, heating, cooling, humidity control, ventilation and similar facilities on a 24- ! hour day basis where required to achieve indicated results and to avoid passibility of damage. Prota ARD: Prevent water filled piping from freezing. Maintain markers for underground lines. Protect from damage during excavation operations. Tarminatiar and Removal: Unless the Architect requires that it be lmaintained longer, remove each temporary facility when the need has ended, or when replaced by authorized use of a permanent facility, or no later than Substantial Completion. Complete or, if necessary, restore permanent construction that may have been delayed because of interference with the temporary facility. Repair damaged Work:, clean exposed surfaces and replaces construction that cannot be satisfactorily repaired. Materials and facilities that constitute temporary facilities are property of the Contractor. The Owner reserves the right to take possession of Project identification signs. END OF SECTION 01500 TEMPORARY FACILITIES 01500 F'F,RT 1 - iEPJERAL I Fi.LFdTED_i)OLUhi NTS General provisions of Contract, including General and Supplementary Conditions and other ,Division-1 Specification Sections, apply to this Section. SUMMARY This_SgEtioO specifies administrative and procedural requirements governing the Contractor's selection of products for use in toe Project. The Contractor's Construction Schedule and the Schedule of Submittals are included under Section "Submittals." Sta_n_d_a_r_ds: Refer to Section "Definitions and Standards" for applicability of industry standards to products specified. Administrative procedures for handling requests for substitutions made after award of the Contract are included under Section Product Substitutions.'' DEF 3111 JNS D_e_fini__tion_5_ used in this Article are not intended to change the meaning -of other terms used in the Contract Documents, such as specialties," "systems," "structure," "finishes," "a cessories," and similar terms. Such terms such are self-explanatory and have well recognized meanings in the construction industry. F'rRducts" are items purchased for incorporation in the Work:, whether- purchased for the Project or taken from previously purchased stock. The term "product" includes the terms nmaterial," "equipment," "system," and terms of similar intent. h Jamed F'f_aducts" are items identified by manufacturer's product name, including make or model designation, indicated in the manufacturer's published product literature, that is current as of the date of the Contract Documents. Materiis" are products that are substantially shaped, cut, worked, mixed, finished, refined or otherwise fabricated, processed, or installed to farm a part of the Work:. MATERIALS AND EQUIPMENT 01600 - i Equipment", is a product with operational parts, whether motorized or manually operated, that requires service connections such as wiring or piping. SUBMITTALS Product List Schedule: Prepare a schedule showing products specified in a tabular form acceptable to the Architect. Include• generic names of products required. Include the manufacturer's name and proprietary product names for each item listed. Coordinate the product list schedule with the Contractor's Construction Schedule and the Schedule of Submittals. Related Specification Section number. Generic name used in Contract Documents. Proprietary name, model number and similar designations. Manufacturer's name and address. Supplier's name and address. Installer's name and address. Projected delivery date, or time span of delivery period. Initial Submittal: Within 31) days after date of commencement ' of the Work, submit 3 copies of an initial product list schedule. Provide a written explanation for omissions of data, and for known variations from Contract requirements. At the Contractor's option, the initial' submittal may be limited to product selections and designations that must be established early in the Contract period. J Completed_Schedule: Within 60 days after date of commencement of the Work, submit 3 copies of the completed product list schedule. Provide a written explanation for omissions of data, and for known variations from Contract requirements. Architect's Action: The Architect will respond in writing to the Contractor within 2 weeks of receipt of the completed product list schedule. No response within this time period constitutes 110 objection to listed manufacturers or products, ' but does not constitute a waiver of the requirement that products comply with Contract Documents. The Architect's response will include the following: A list of unacceptable product selections, containing a l brief explanation of reasons for this action. QUALITY ASSURANCE Source Limitations: To the fullest extent possible, provide products of the same kind, from a single source. MATERIALS AND EQUIPMENT 01600 — 2 CampatibilitY_of_Gpti i s: When the Contractor is given the option of selecting between two or more products for use on the Project, the product selected shall be compatible with products previously selected, even if previously selected products were also options. NEmae ARI: Except for required labels and operating data, do not attach or imprint manufacturer's or producer's nameplates or trademarks on exposed surfaces of products which will be exposed to view in occupied spaces or on the exterior. ' Labels: Locate required product labels and stamps on a concealed surface or, where required for observation after installation, on an accessible surface that is not conspicuous. YAPMent_NameelaM: Provide a permanent nameplate on each item of service -connected or power -operated equipment. Locate on an easily accessible surface which is inconspicuous in occupied spaces. The nameplate shall contain the. fallowing information and other essential operating data: Name of product and manufacturer. Model and serial number. Capacity. Speed. Ratings. F'F;ODUCT_DELIVEFjY_STORAGE„_AND_HANDLING Deliver, store and handle products in accordance with the manufacturer's recommendations, using means and methods that will prevent damage, deterioration and lass, including theft. Schedule, delivery to minimize long-term storage at the site and to prevent overcrowding of construction spaces. Coordinate delivery with installation time to ensure minimum holding time for items that are flammable, hazardous, easily damaged, or sensitive to deterioration, theft and other lasses. Deliver products to the site in the manufacturer's original sealed container or other packaging system, complete with labels and instructions for handling, staring, unpacking, protecting and installing. Inspect products upon delivery to ensure compliance with the Contract Documents, and to ensure that products are undamaged and properly protected. Stare products at the site in a manner that will facilitate J inspection and measurement of quantity or taunting of units. MATERIALS AND EQUIPMENT 01600 - 3 Stare heavy materials away from the Project structure in a -• manner that will not endanger the supporting construction. Stare products subject to damage by the elements above ground, under cover in a weathertight enclosure, with ventilation adequate to prevent condensation. Maintain temperature and Jhumiditywithinrangerequiredbymanufacturer's instructions. PART --2 -- PRODUCTS PRODUCT -SELECTION GenEral F'_aduct_F:eguii_ements: Provide products that comply with the Contract Documents, that are undamaged and, unless otherwise indicated, unused at the time of installation. Provide products complete with all accessories, trim, finish, safety guards and other devices and details needed for a complete installation and for the intended use and effect. Stania_d_F' aducts: Where available, provide standard products of types that have been produced and used successfully in similar situations on other projects. F'}_oduct Selectioti__F'racedurEa: Product selection is governed by the Contract Documents and governing regulations, not by previous Project experience. Procedures governing product selection _ include the fallowing: F'_gg ietai_f_Specificatigi_Reg i;_Fme ts: Where only a single product or manufacturer is named, provide the product indicated. No substitutions will be permitted. Serr iera,i ietKi_y_Sp ci.fi.gati.oi_F;eguiremEi t: Where two or more products or manufacturers are named, provide one of the products indicated. No substitutions will be permitted. Where products or manufacturers are specified by name, accompanied by the term "or equal," or "or approved equal'' comply with the Contract Document provisions concerning substitutions" to obtain approval for use of an unnamed product. PJgi-_F'raErietai_y_S[ec ficatians: When the Specifications list products or manufacturers that are available• and may be incorporated in the Work, but do not restrict the Contractor to use of these products only, the Contractor may propose any ti available product that complies with Contract requirements. Comply with Contract Document provisions concerning substitutions" to obtain approval for use of an unnamed product. MATERIALS AND EQUIPMENT 01600 - 4 Compl i r.y__ wwi th_Standar ss_Cc es_ai__F;q_ 1 st i ai s : Where the Specifications only require compliance with an imposed code, standard or regulation, select a product that complies with the standards, cedes or regulations specified. t-isual Matchiing: Where Specifications -require matching an established Sample, the Architect's decision will be final on whether a proposed product matches satisfactorily. 1i5ua Selection: Where specified product requirements include the phrase "...as selected from manufacturer's standard colors, patterns, textures..." or a similar phrase, select a product and manufacturer that complies with other specified requirements. The Architect will select the color, pattern and texture from the product line selected. FART 3 - EXECUTION INSTALLATION_OF_FRODUCTS Comply with manufacturer's instructions and recommendations for installation of products in the applications indicated. Anchor each product securely in place, accurately located and aligned with other Work:. Clean exposed surfaces and protect as freedom from damage and deterioration Completion. END OF SECTION 01600 necessary to ensure at time of Substantial MATERIALS AND EQUIPMENT 01600 - 5 SECTT ON 0i 6S 1 - PRODUCT SUF.ST I T'UT I OtJS F' ARl' 1 - GECJEF;AL RELATED DOCUMENTS General provisions of Contract, including General and Supplementary Conditions and ether Division-1 Specification Sections, apply to this Section. This Sectia i specifies administrative and procedural requirements for handling requests for substitutions made after award of the Contract. The Contractor's Construction Schedule and the Schedule of Submittals are included under Section "Submittals." StaAR E: Refer to Section "Definitions and Standards" for applicability. of industry standards to products specified. Procedural requirements governing the Contractor's selection of products and product options are included under Section Materials and Equipment." DEFINITIONS I; efi.nitia-s used in this Article are not intended to change or modify the meaning of other terms used in the Contract Documents. SubRMAtions: Requests for changes in products, materials, equipment, and methods of construction required by Contract Documents proposed by the Contractor after award of the Contract are considered requests for "substitutions." The following are not considered substitutions: Revisions to Contract Documents requested by the Owner or Architect. Specified options of products and construction methods included in Contract Documents. The Contractor's determination of and compliance with governing regulations and orders issued by governing authorities. SUBMITTALS PRODUCT SUBSTITUTIONS 01631 - 1 Substitution_Request_Submittal: Requests --for substitution will be 'considered if received within. 60 days after commencement of the Work:. Requests received more than 60 days after commencement of the Work: may be considered or rejected at the• discretion of the Architect. Submit 3 cop i es of each request far subst i tut i on far consideration. Submit requests in the 'farm and in accordance with procedures required for Change Order proposals. Identify the product, or the fabrication or installation method to be replaced in each request. Include related Specifications Section and Drawing numbers. Provide complete documentation showing compliance with the requirements for substitutions, and the fallowing information, as appropriate: Product Data, including Drawinqs and description's of products, fabrication and installation procedures. Samples, where applicable or requested. A detailed comparison of significant qualities of the proposed substitution with those of the Work: specified. Significant qualities may include elements such as size, weight, durability, performance and visual effect. Coordination information, including a list of changes or - modifications needed to other parts of the Work: and to construction performed by the Owner and separate Contractors, that will become necessary to accommodate the proposed substitution. A statement indicating the substitution's effect on the Contractor's Construction Schedule compared to the schedule without approval of the substitution. Indicate the effect of the proposed substitution on overall Contract Time, Cast information, including a proposal of the net change, if any in the Contract Sum. Certification by the Contractor that the substitution proposed is equal -to or better- in every significant - respect to that required by the Contract Documents, and that it will perform adequately in the application indicated. Include the Contractor's waiver of rights to additional payment or time, .that may subsequently became necessary because of the failure of the substitution to perform adequately. Ar_ch_it_ect'sAction: Within one week of receipt of the request for substitution, the Architect will request additional information or documentation necessary for evaluation of the request. Within 2 weeks of receipt of the request, or one PRODUCT SUBSTITUTIONS 01631 - 2 61 week: of receipt of the additional information or documentation, which ever is later, the Architect will notify the Contractor of acceptance or rejection of the proposed substitution. if a. decision on use of a proposed substitute cannot be made or obtained within the time allocated, use the product specified by name. Acceptance will be in the farm of a Change Order. PART S - PRODUCTS SUBSTITUTIONS C_on_d_i.tia_ns_: The Contractor's substitution request will be received and considered by the Architect when one or more of the fallowing conditions are satisfied, as determined by the Architect; otherwise requests will be returned without action except to record noncompliance with .these requirements. Extensive revisions to Contract Documents are not required. Proposed changes are in keeping with the general intent of Contract Documents. Thd request is timely, fully documented and properly submitted. The request is directly related to are "or equal" clause or similar language in the Contract Documents. The specified product or method of construction cannot be provided within the Contract Time. The request will not be considered if the product or method cannot be provided as a result of failure to pursue the Work: promptly or coordinate activities properly. The specified product or method of construction cannot receive necessary approval by a g6verning authority, and the requested substitution can be approved. A substantial advantage is offered the Owner, in terms of cost, time, energy conservation or other Considerations of merit, after deducting offsetting responsibilities the Owner may be required to bear. Additional responsibilities for the Owner may include additional compensation to the Architect for redesign and evaluation services, increased cost of other construction by the Owner or separate Contractors, and similar considerations. The specified product or method of construction cannot be provided in a manner that is compatible with ether materials, and where the Contractor certifies that the substitution will overcome the incompatibility. PRODUCT SUBSTITUTIONS 01631 - 3 The specified product or method of construction cannot be coordinated with other materials, and where the Contractor certifies that the proposed substitution can be coordinated. The specified product or method of construction cannot provide a warranty required by the Contract Documents and where the Contractor certifies that the proposed substitution provide the required warranty. The Contractor's submittal and Architect's acceptance of Shop Drawings, Product Data or Samples that relate to construction activities not complying with the Contract Documents does not constitute an acceptable or valid request for substitution, nor does it constitute approval. QRT_3___EXECUTION (Nat Applicable). END OF SECTION 01631 PRODUCT SUBSTITUTIONS 01631 — 4 SECTION ].7C? - PROJECT CL.US'EO I' PART 1 - GE:"JKA H ATED Q99 BENTS General provisions of Contract, including General and Supplementary Conditions and ether Division-1 Specification Sections, apply to this Section. S UANY This Section specifies administrative and procedural requirements for project closeout, including but not limited to: Inspection procedures. Project record document submittal. Operating and maintenance manual submittal. Submittal of warranties. Final cleaning. Closeout requirements for specific constriction activities are included in the appropriate Sections in Divisions-2 through - 16. SII STANT I fi L COMF'LET I UiJ F'i eli_nii ry_F' GCEdUlies: Before requesting inspection for certification of Substantial Completion, complete the fallowing. List exceptions in the request. In the ,application for Payment that coincides with, or first follows, the date Substantial Completion is claimed, show 100 percent completion for the portion of the Work claimed as substantially complete_. Include supporting documents for completion as indicated in these Contract Documents and a statement showing an accounting of changes to the Contract Sum. If 100 percent completion cannot be shown, include a list of incomplete items, the value of incomplete construction, and reasons the Work: is not complete. Advise Owner of pending insurance change -over requirements. Submit specific warranties, workmanship.bonds, maintenance agreements, final certifications and similar documents. Obtain and submit releases enabling the Owner- unrestricted use of the Work: and access to services .and utilities; include PROJECT CLOSEOUT 01700 - 1 occupancy permits, operating certificate_ and similar releases. Deliver tools, soare parts, extra stock:, and similar items. Make final change --over of permanent lochs and transmit treys to the Owner. Advise the Owner's personnel of change -over in security provisions. Complete start-up testing of systems, and instruction of the Owner's operating and maintenance personnel. Discontinue or change over and remove temporary facilities from the site, along with construction tools, mock: -ups, and similar elements. I nsEecti_n_F' ac Jur_ts: On receipt of a request for inspection, the Architect will either proceed with inspection or advise the Contractor of unfilled requirements. The Architect will prepare the Certificate of Substantial Completion following inspection, or advise the Contractor- of construction that must be completed or corrected before the certificate will be issued. The Architect will repeat inspection when requested and assured that the Work: has been substantially completed. Results of the completed inspection will form the basis of requirements for final acceptance. FINAL ACCEPTANCE F'r_eiiminarY_F'r_ac dures: Before requesting final inspection for certification of final acceptance and final payment, complete the following. List exceptions in the request. Submit the final payment request with releases and supporting documentation not previously submitted and accepted. include certificates of insurance for products and completed operations where required. Submit an updated final statement, accounting for final additional changes to the Contract Sum. Submit a certified copy of the Architect's final inspection list of items to be completed or corrected, stating that each item has been completed or otherwise resolved for acceptance, and the list has been endorsed and dated by the Architect. Submit final meter readings for utilities, a measured -record of stored fuel, and similar- data as of the date of Substantial Completion, or when the Owner took: possession of and responsibility for corresponding elements of the Work:. Submit consent of surety to final payment. Submit a final liquidated damages settlement statement. PROJECT CLOSEOUT 01700 - 2 S evidence o continuing insurance coverageSubmitffinal., complying with insurance requirements. The Architect will reinspect the Work: upon receipt of notice that the Work, including inspection list items from earlier inspections, has been completed, except items whose completion has been delayed because of circumstances acceptable to the Architect. Upon completion of reinspecti.on, the Architect will prepare a certificate of final acceptance, or advice the Contractor of Work: that is incomplete or of obligations that have not been fulfilled but are required for final acceptance. If necessary, reinspectioin will be repeated. RECORP DOCUMENT _SUBMITTALS G_en__er_a_1: Do not use record documents for construction purposes; protect from deterioration and loss in a secure, fire -resistive location; provide access to retard documents for the Architect's reference during normal working hours. Recc=Cd_Specificatiai s; Maiintaig -one complete copy of the Project Manual, including addenda, and one copy of other written construction documents such as Change Orders .and modifications issued in printed form during construction. Mark: these documents to show substantial variations in actual Work: performed in comparison with the text of the.Specifications and modifications. Give particular attention to substitutions, selection of options and similar information on elements that are concealed or cannot otherwise be readily discerned later by direct observation. Note related record drawing information aid Product Data. Upon completion of the Work:, submit record Specifications to the Architect for the Owner's records. F:cc=i_ Snmple_Si_bmit.tcd: immediately prior to the date or dates of Substantial Completion, the Contractor will meet at the site with the Architect and the Owner's personnel to determine which of the submitted Samples have been maintained during progress of the Work: are to be transmitted to the Owner for record' purposes. Comply with delivery to the Owner's Sample storage area. i.isc lla Ec=us F:ecard Submittals: Refer to other Specification Sections for requirements of miscellaneous record -keeping and submittals in connection with actual performance of the Work:. Immediately prior to the date or dates of Substantial Completion, complete miscellaneous retards and place in good order, properly identified and bound or filed, ready for continued use and reference. Submit to the Architect for the Owner's records. Mall_itElldliL_Mlnuals: Organize operating and maintenance data PROJECT CLOSEOUT 01700 - 3 into suitable sets of manageable size. Bind properly indexed daty in individual heavy-duty 2-inch, 3-ring vinyl -covered binders, with pocket folders for folded sheet information. (lark: appropriate identification on front and spine of. each binder. Include the following types of information: Emergency instructions. Spare parts list. Copies of warranties. Wiring diagrams. Recommended "turn around" cycles. inspection procedures. Shop Drawings and Product Data. Fixture lamping schedule. EeET_2___PRODUCTS (Nat Applicable) PART 3 - EXECUTION CLOSEOUT PROCEDURES Cpe ting_y d_Maint.nanc_Inst uctia s: Arrange for each installer of equipmentthat requires regular maintenance to meet with the Owner's personnel to provide instruction in proper operation and maintenance. If installers are not experienced in procedures, provide instruction by manufacturer's representatives. Include a detailed review of the following items: Maintenance manuals. Record documents. Spare parts and materials. Identification systems. - Control sequencers. Hazards. Cleaning. Warranties and bonds. Maintenance agreements and similar continuing commitments. As part of instruction for operating equipment, demonstrate the following procedures: Start-up. Shut down. Emergency operations. Noise and vibration adjustments. Safety procedures. Economy and efficiency adjustments. Effective energy utilization. PROJECT CLOSEOUT 01700 - 4 FINML_CLFANING IpDEr.al: General cleaning during construction is, required by the General Conditions and included in Section "Temporary Facilities". C1EvAng: Employ experienced workers or professional cleaners for final cleaning. Clean each surface or unit to the condition expected in a normal, commercial building cleaning and maintenance program. Comply with manufacturer's instructions. Complete the following cleaning operations before requesting inspection for Certification of Substantial Completion. Remove labels that are not permanent labels. Clean transparent materials, including mirrors and glass in doors and windows. Remove glazing compound and other substances that are noticeable vision -obscuring materials. Replace chipped or broken glass and other damaged transparent materials. Clean exposed exterior and interior- hard -surfaced finishes to a dust -free conditionr face of stains, films and similar foreign substances. Restore reflective surfaces to their original reflective condition. Leave concrete floors broom clean. Vacuum carpeted surfaces. Wipe surfaces of mechanical and electrical equipment. Remove excess lubrication and other substances. Clean plumbing fixtures to a sanitary condition. Clean light fixtures and lamps. Clean the site, including landscape development areas, of rubbish, litter and foreign substances. Sweep paved areas broom clean; remove stains. _pills and other foreign. deposits. Rake grounds that are neither paved nor- planted, to a smooth even -textured surface. i=st_C2ntr_2l: Engage an experienced exterminator to make a final inspection, and rid the Project of rodents, insects and other - pests. Renravl of F'ratFctiai: Remove temporary protection and facilities installed for protection of the Work during construction. Mnliarngn Comply with regulations of authorities having jurisdiction and safety standards for cleaning. Do not burn waste materials. Do not bury debris or excess materials on the Owner's property. Do not discharge volatile, harmful or dangerous materials into drainage systems. Remove waste materials from the site and dispose of in a lawful manner. PROJECT CLOSEOUT 01700 - 5 Where extra materials of value associated Work: have become the disposition of these materials END OF SECTION 01700 remaining after completion of Owner's property, arrange for as directed. PROJECT CLOSEOUT 01700 — 6 SECTTOPJ 174t7_,_4J 1F't i'1T7.ES_r_'i lD_E Cir_5 FART 1 - GENERAL EVEAD DOCUMENTS General provisions of Contract, including General and Supplementary Conditions and other Division-1 Specification Sections, apply to this Section.. SVGA RY This Section specifies general administrative and procedural requirements for warranties and bands required by the Contract Documents, including manufacturers standard warranties on products and special warranties. Refer to the General Conditions for terms of the Contractor's special warranty of workmanship and materials. General closeout requirements are included in Section "Project Closeout." , Specific requirements for warranties for the Work and products and installation that are specified to be warranted, are included in the individual Sections of Divisions-2 through - 16. Certificatioi-s and other commitments and agreements for continuing services to Owner are specified elsewhere in the Contract Documents. Di C1c1tT Ci_5_ r d_Limit_tia s: Manufacturer's disclaimers and limitations on product warranties do not relieve the Contractor of the warranty on the Work that incorporates the products, nor does it relieve suppliers, manufacturers, and subcontractors required to coui;tersigrn special warranties with the Contractor. WARE:ANTY_REOUIREMENTS Reicted D magEs__id_Las es: When correcting warranted Work: that has failed, remove and replace other Work: that has been damaged as a result of such failure or that must be removed and replaced to provide access for correction of warranted Work. F;ii sttement_of_Wai-i_ty: When Ward: covered by a warranty has failed and been corrected by replacement or rebuilding, reinstate the warranty by written endorsement. The reinstated warranty shall be equal to the original warranty with an equitable adjustment for depreciation. WARRANTIES AND BONDS 01740 - 1 F:Lrlc meiit_Cast: Upon determination that Work: covered by a warranty has failed, replace or rebuild the Work: to an acceptable condition complying with requirements of Contract Documents. The Contractor is responsible for the cast of replacing or rebuilding defective Work: regardless of whether the Owner Has benefited from use of the Work: through a portion of its anticipated useful service life. Owner's_Rer_o rse: Written warranties made to the Owner are in addition to implied warranties, and shall not limit the duties, obligations, right and remedies otherwise available under the law, nor shall warranty periods be interpreted as limitations oil time in which the Owner can enforce such other duties, obligations, rights, or remedies. F e,ectian_af_Warra ties: The Owner reserves the right to reject warranties and to limit selections to products with warranties not in conflict with requirements of the Contract Documents. The Owner reserves the right to refuse to accept WorF, for the Project where a special warranty, commitment is required on such Work: evidence is presented that entities commitments are willing to do so. SUBMITTALS certification, or similar or part of the Work , until required to countersign such Submit w_ittE_wa_lanties to the Architect prior to the date certified for Substantial Completion. If the -Architect's Certificate of Substantial Completion designates a commencement date for warranties other than the date of Substantial Completion for the Work:, or a designated portion of the Work:, submit written warranties upon request of the Architect. When a designated portion of the Work: is completed and occupied or used by the Owner, by separate agreement with the Contractor during the construction period, submit properly executed warranties to the Architect within three days of completion of that designated portion of the Work:. When a special warranty i,s required to be executed by the Contractor, or the Contractor and a subcontractor, supplier or manufacturer, prepare a written document that contains appropriate terms and identification, ready for execution by the required parties. Submit a draft to the Owner through the Architect for approval prior to final execution. Refer to individual Sections of Divisions-2 through -16 for specific content requirements, and particular requirements for submittal of special warranties. Farm_of_Submittal: At Final Completion compile two copies of WARRANTIES AND BONDS 01740 - 2 each required warranty and bond proper Iy es;ecuted by the Contractor, or by the Contractor, subcontractor, supplier, or - manufacturer. Oryarti.ze the warranty documerIts into an orderly sequence based on the table of contents of the Project Manual. Lind warranties and bonds in heavy-duty, commercial quality, durable 3-ring vinyl covered loose-leaf binders, thickness as necessary to accommodate contents, Find sized to receive 8-1l2" by 1 1 " paper. Provide heavy paper dividers with celluloid covered tabs for each separate warranty.. Mark: the tab to identify the product or installation. Provide a typed description of the product or installation, including the name of the product, and the name, address and telephone number of the installer. Identify each binder- on the front and the spine with the typed or printed title "WARRANTIES AND BONDS," the Project title or name, and the name of the Contractor. When operating and maintenance manuals are required for warranted construction, provide additional copies of each required warranty, as necessary, for inclusion in each required manual. PART _2___PRODUCTS (not applicable). PART 3 - EXECUTION END OF SECTION 01740 WARRANTIES AND BONDS 01740 - 3 FART 1 - C;E:hJEt-:;i_ ELATED DOC:USAW General provisions of Contract. including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 99046B Y RN Secti D requires the selective removal and subsequent offsite disposal of the following: I Portions of existing building indicated on drawings and as required to accommodate new construction. Removal of doors and frames for replacement. Removal and protection of existing fixtures, materials, and equipment items for "salvage", by Owner. Rr_iiipy21-wpKh specified elsewhere: F:oaflr,g and roof insui_:tion removal is specified in Division R?lat_d_wor: specified elsewhere: TTi2dgjiDg construction work: and patching are included within the -respective: sections of sPeclfica.tiOns, including removal of materials for reuse and incorporation intw remodeling or new construction. Fgjpgatlyn of pipes, conduits, ducts. and other mechanical and electrical wark is so_cifled in other Divisions. SUBMITTALS GenIE : Submit the fallowing in accordance with Conditions of Contract and Division 1 Specification Sections. Schedule indicating proposed sequence of operations for selective i demolition work: to Owner's Representative for review prior to start of work:. Include coordination for shutoff, capping, and continuation of utility services as required, together with details for dust and noise control protection. SELECTIVE DEMOLITION 02070 - 1 Coordinate with Owner's continuing occuqation of portions of existing building. Phott ra lis of existing conditions of structure surfaces!- g-- equipment, and adjacent improvements that might be misconstrued as damage related to removal operations. File with Owner's Representative prior to start of work. JOB CONDITIONS Occyulacy: Owner will occupy portions of the building immediately adjacent to areas of selective demolition. Conduct selective demolition work in manner that will minimize need for - disruption of Owner's normal operations. Provide minimum of 72 hours advance notice to Owner- of demolition activities that will affect Owner's normal operations. Carditian_t f Str_Rct rDe Owner assumes no responsibility for actual condition of items or structures to be demolished. Conditions existing at time of inspection for bidding purposes will be maintained by Owner insofar as practicable. However, minor variations within structure may occur by Owner's removal and salvage operations prior to start of selective demolition work. Partial Demoiitian grid F:emaval Items indicated to be removed but of - sa.lvageable value to Contractor may be removed from structure as work: progresses. Transport salvaged items from site as they are removed. Storage or sale of removed 'items on site will not be permitted. F'roteK'WDs: Provide temporary barricades and other forms of protection to protect Owner's personnel and general public from injury due to selective demolition work:. Provide protective measures as required to provide free rind safe passage of Owner's personnel and general public to occupied portions of building. Provide interior and exterior shoring, bracing, or support to prevent movement, settlement, or collapse of structure or element to be demolished and adjacent facilities or work: to remain. Protect from damage existing finish work: that is to remain in pla=e and becomes exposed during demolition operations. Protect floors with suitable coverings when necessary. Construct temporary insulated dustproof partitions where SELECTIVE DEMOLITION 02070 - 2 required to separate areas where i'ois'v or extensive dirt or dust operations are performed. Equip partitions with dustproof doors and security lock:_. Provide temporary weather protection during interval between demolitions and removal of existing construction on exterior surfaces and installation of new construction to ensure that no water leakage or damage occurs to structure or interior areas of existing building. Remove protections at completion of word::. Csmages: Promptly repair damages caused to adjacent facilities by demolition work:. Tr&MG: Conduct selective demolition operations and debris removal to endure minimum interference with roads, streets, walks, and other adjacent occupied or used facilities. Do not close, black, or otherwise obstruct streets, walks, or other occupied or used facilities without, written permission from authorities having jurisdiction. Provide alternate routes around closed or obstructed traffic ways if required by governing regulations. F1vvR_Cuttipg: Do not use cutting torches for removal .unti 1 work: area is cleared of flammable materials. At concealed space., such as interior of ducts and pipe spaces, verify condition of hidden space before starting flame -cutting operations. Maintain portable fire suppression devices during flame -cutting operations. Utili.tMaintain existing utilities indicated to remain i-n service and protect them against damage during demolition operations. Maintain fire protection services during selective demolition operations. Env_ iranmen tal_C r tral: Use water sprir klir g, temporary enclosures; and other methods to limit dust and dirt migration. Comply with governing regulations pertaining to environmental protection. Do not use water when it may create hazardous or objectionable conditions such as ice, flooding, and pollution. EQB1_ 2_-_PRODUCTS At Applicable) PART_ j___EX.ECUTION SELECTIVE DEMOLITION 02070-3 Generpl: Provide interior and exterior shoring, bOacinc, or support to prevent movement, settlement, or collapse of areas to be demolished and adjacent facilities to remain. Cease operations and notify Owner's Representative immediately if safetyety of stricture ampears to be endangered. Take precautions to support structure until determination is made for continuing operations. , g2ypE yQ_protpct furniture, equipment, and fixtures from soilage or damage when demolition war:: is performed in areas where such items have not been removed. Er__t_grid_m_ail_Main_dust`pi_ac f_EiTtitians and closures as required to prevent -spread of dust or fumes to occupied portions of the building. Provide weatherproof closures for exterior openings resulting from demolition work:. Locate,_ide tify__stub_c ff_nd_ciiscor r Et utility services that are not indicated to remain. _ Provide bypass connections as necessary to maintain continuity of service to occupied areas -of building. Provide minimum of 72 houns advance notice to Owner if shutdown of service is necessary during changeover. DEMOLITION Genera.).: Perform selective demolition work: in a systematic manner. Use such methods as required to complete work: indicated on Drawings in accordance with demolition schedule and governing regulations. Locate demolition equipment throughout structure and promptly remove debris to avoid imposing excessive loads on supporting walls, floors, or framing. Provide services for effective air and water pollution controls as required by local authorities having jurisdiction. If urn i ticip t mechanical, electrical, or structural elements that conflict with intended function or design .are encountered, investigate and measure bath nature and extent of the conflict. Submit report to Owner's Representative in written, accurate detail. Fending receipt of directive from Owner's Representative, rearrange selective demolition schedule as necessary to continue overall job progress without undue delay. SALVFtGED Mn"TEF:IM SELECTIVE DEMOLITION 02070 - 4 vag&_}teens: Where indicated in specifications as "Salvage Deliver to Owner," carefully remove indicated items, clean, store, and deliver over to Owner at designated storage site. and obtain receipt. Carefully remove, cl ar;4 and deliver to Owner the following items: Ranges. Clothes Flashers i Refrigerator/Freezers. Clothes Dryers Dishwashers. A/C Units. L' I SF'OuRL_OF_I7EMOL I HED_MRTEf; I L Remove from building site debris, rubbish, and ether materials resulting from demolition operations. Transport and legally dispose off site. if hazardous materials are encountered during demolition operations, comply with applicable regulations, laws, and ordinances concerning removal., handling, and protection against exposure or environmental pollution. Burning of removed materials is not permitted on project site. CLEANUP AND REPAIR Ganaral.: Upon completion of demolition work:, remove tools, equipment, and demolished materials from site. F'emr_ve protections and leave interior areas broom clean. Repair demolition performed in excess of that required. Return elements of construction and surfaces to remain to condition existing prior to start operations. Repair adjacent construction or surfaces Soiled or damaged by selective demolition work:. END OF SECTION 02070 SELECTIVE DEMOLITION 02070 - 5 SECTION %2c? )() - LANDSCAPE WORK FART 1 - GENERAL RELATED DOCUMENTS General provisions of Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. SEE SECTION 01020 ALLOWANCES. SUMMARY This Section includes provisions for the following items: Trees. Shrubs. Plants. Ground cover. Lawns. Soil amendments. Initial maintenance of landscape materials. DUALITY ASSURANCE SUbcontract landscape wort:: to a single firm specializing in landscape wort::. I Source Quality Contra 1 : General: Ship landscape materials with certificates of inspection required by governing authorities. Comply with regulatit-i-IS applicable to landscape materials. Do not mat_:e substituti.on_s. If specified landscape material is not obtainable, submit proof of non -availability to Architect, together with proposal for use of equivalent material. An_a.lv_s_is_ and_ Standards: Fackao_e standard products with manufacturer'_s certified analysis. For other materials, provide analysis by recognized laboratory made in accordance with methods established by the Association of Official Agriculture Chemists, wherever applicable. Trees., Shrubs,. and Plants: Provide trees, shrubs, and plants of LANDSCAPE WORK 02900 - 1 quantity, size, genius, species, and variety shown and scheduled for landscape work: and complying with recommendations and requirements of ANSI Z60.1 "American Standard for Nursery Stock". Provide healthy; vigorous stock, grown in recognized nursery in accordance with good horticultural practice and free of disease. insects, eggs, larvae, and defects such as knots, sun -scald, injuries, abrasions, or disfigurement. Label at least one tree and one shrub of each variety with a 41 securely attached waterproof tag bearing legible designation of botanical and common name. I_nxpp ion: The Architect may inspect trees and shrubs either at place of growth or at site before planting, for compliance with requirements for genus, species, variety, size, and quality. Architect retains right to further inspect -trees and shrubs for size and condition of balls and root systems, insects, injuries and latent defects, and to reject unsatisfactory or defective material at any time during progress of work:. Remove rejected trees or shrubs immediately from project site. SUBMITTALS o_eneral: Submit the following in accordance with Conditions of Contract and Division 1 Specification Sections. Plant and Material Certifications: Gennti f icate5 of inspection as required by governmental authorities. AnufactumnA or ver_ndaf-'s certified Enelypis for soil amendments and fertilizer materials. Label gets substantiating that plants, trees, shrubs and planting materials comply with specified requirements. MaiDjpnwngg inQE uct.igD2: Typewritten instructions recommending procedures to be established by Owner for maintenance of landscape work: for one full year. Submit prior to expiration of required maintenance period(s). DELIVERY, STORAGE AND HANDLING PacE::aged Materiels: Deliver packaged materials in containers showing weight, analysis, and name of manufacturer. Protect materials from deterioration during delivery, and while stored at site. NO Time delivery so that sod will be placed within 24 hours after stripping. Protect sod against drying and breaking of rolled strips. LANDSCAPE WORK 02900 - 2 Trees anq QLU19: Provide freshly dug trees and shrubs. Do not prune prior to delivery unless otherwise approved by architect. Do not bend or bind -tip trees or shrubs in such manner as to damage bark, break: branches, or destroy natural shape. Provide protective covering during delivery. Do not drop balled and bunlapped stock; during delivery. Deli`pn trees and shrubs after preparations for planting have been completed and plant immediately. If plantinq is delayed more than 6 hours after delivery, set trees and shrubs in shade, protect from weather and mechanical damage, and keep roots moist by covering with mulch, burlap or other acceptable means of retaining moisture. Da }_gat remav-e co.i tsii ei__cif_awti stock: from containers until planting time. JOB CONDITIONS Utilities: Determine location of underground utilities and perform work in a manner which will avoid passible damage. Hand excavate, as required. Maintain grade stakes set by others until removal is mutually agreed upon by parties concerned. EDtCavatlan: When conditions detrimental to plant growth are encountered, such as rubble fill, adverse drainage conditions, or obstructions, notify Architect before plaiting. SEQUENCING AND SCHEDULING F1_snti_ng 10s: Proceed with, and complete landscape work as rapidly as portions of site become available, working within seasonal limitations for each.kind of landscape work: required. Plant ai_ install ma:tErials during normal planting seasons for each type of plant material required. Cgu plat= planting with specified maintenance periods to provide maintenance from date of substantial completion. S_r_'EC I AL PROJECT WARRANTY Wai_r only 1 awinis through specified lawn maintenance period, and untilfinalacceptance. WaLran_ ty ype=_ aid shrrubs through specified maintenance period, and until final acceptance. EIM2ye and )_eelagi ti. 2,5 EbLy s1 yE altEn Elaots found to be dead or in unhealthy condition during warranty period. Make replacements during growth season fallowing end of warranty LANDSCAPE WORD 02900 - 3 period. Replace trees and shrub_ which are in doubtful condition at end of warranty period; unless, in opinion of Architect, it is advisable to extend warranty period for a. full growing season. in2jopK won i_ nty ippppgjf9» will. be gpnfMgjpA at end of extended warranty period, if any, to determine acceptance or rejection. Only one replacement (per tree, shrub or plant) will be required at end of warranty period, except for losses or replacements due to failure to comply with specified requirements. FART 2 - PRODUCTS TOPSOIL IRER2il fog_ landscape work is nat ay-ailcble at site and must be furn i shed as specified. Pi_ayide knew topsail that is fertile, friable, natural loam, surface soil, reasonably free of subsoil, clay lumps, brush, weeds and other litter, and free of roots, stumps, stones larger than 2 inches in any dimension, and other extraneous or toxic matter harmful to plant growth. Obtain_ topsoil from local sources or from areas having similar sail characteristics to that found at project site. Obtain topsail only from naturally, well -drained sites where topsail occurs in a depth of not less' than 4 inches. Do not obtain from bags or marshes. SOIL AMENDMENTS Limp: Natural dolomitic limestone containing not less than 85 ` percent of total carbonates with a. minimum of 30 percent magnesium carbonates, ground so that not less than 90 percent passes a 10-mesh sieve and not less than 50 percent passes a 100- mesh sieve. AUMinum Sulfate: Commercial grade. Pgat HUMps: Finely divided peat, so completely decomposed and free of fibers that its biological identity is lost. Provide in granular farm, free of hard lumps and with pH range suitable for intended use. P2DEmeQ: Commercial, raw, finely ground; 4 percent nitrogen and 20 percent phosphoric acid. Sa E phr ser at Soluble mixture of treated minerals.; 20 percent available phosphoric acid. LANDSCAPE WORK 02900 - 4 Solid: Clears, washed sand, free of toxic materials. Perlite: Conforming to National Bureau of Standards PS 23. Vermigy itp: Horticultural grade, free of toxic substances. SrwQu5t: Rotted sawdust, free of chips, stones, sticks, soil, or toxic substances and with 7.5 pounds of Nitrogen uniformly mired into each cubic yard of sawdust. M_a_nu_nn Well ratted, unleached stable or cattle manure containing not more than 25 percent by volume of straw, sawdust, or other bedding materials and containing no chemicals or ingredients harmful to plants. Mulch: Organic mulch flee from deleterious materials and suitable for tap dressing of trees, shrubs, or plants and consisting of one of the following: Shredded hardwood Ground or shredded bark: Wood chips Cammel_c.irl Fertili gE: Complete fertilizer of neutral character, with some elements derived from organic sources and containing following percentages of available plant nutrients: For jER s and shl_ubs, provide fertilizer with not less than percent total Nitrogen, 10 percent available phosphoric acid and 5 percent soluble potash. Far_ Iawns, provide fertilizer with percentage of nitrogen required to provide not less than 1 pound of actual nitrogen per 1,000 sq . f t . of lawn area and not less than 4 percent phosphoric acid and 2 percent potassium. Provide nitrogen in a farm that will be available to lawn during initial period of growth; at least 50 percent of Nitrogen to be organic form. PLANT MATERIALS Gluality: Provide trees, shrubs, and other plants of size, genus, species, and variety shown and scheduled for landscape work: and complying with recommendations and requirements of ANSI Z60.1 American Standard for Nursery Stock." Deci.duaus Trees: Provide trees of height and caliper- scheduled or shown and with branching configuration recommended by ANSI Z60.1 for type and species required. Provide single stem trees except where special farms are shown or listed. Deciduous Shrubs: Provide shrubs of the height shown or listed and with not less than minimum number of canes required by ANSI Z60.1 for type and height of shrub required. LANDSCAPE WORK 02900 - 5 Provide bare root deciduous shrubs, except where shown as provide balled and burlapped shrubs. Container gi_g!wD deciduous shrubs will be acceptable in lieu of balled and burlapped deciduous shrubs subject to specified limitations for container grown stock:. Coniferous and Brgadleafed Evei_gi_eens: Provide evergreens of sizes shown or listed. Dimensions indicate minimum spread for spreading and semi -spreading type evergreens and height for other types, such as globe, dwarf, cane, pyramidal, broad upright, and columnar. Provide normal quality evergreens with well balanced form complying with requirements for other size relationships to the primary dimension shown. Provide balled and burlapeed (B&B) evergreens. GRASS MATERIALS Sad: Provide strongly rooted sod, not less than 2 years old, free of weeds and undesirables native grasses, and machine cut to pad thickness of 3/4 inch (plus or minus 1/4 inch), excluding tap growth and thatch. Provide only sad capable of vigorous growth and development when planted (viable, not dormant). Provide sad 0 ' f uniform pad sizes with maximum 5 percent deviation in either -length or width. Broken pads or pads with uneven ends will not be acceptable. Sad pads incapable of supporting their own weight when suspended vertically with a firm grasp on upper 10 percent of pad will be rejected. Prrovide sod cote lased ErincioaIjy cif following: St. Augustiriegrass (Stenotaphrum secuindatum). GROUND COVER Provide plants established and well rooted in removable containers or integral peat pats and with riot less than minimum number and length of runners required by ANSI Z60.1 for the pat size shown or listed. MISCELLANEOUS LANDSCAPE MATERIALS Woad Headers and Edging: Of sizes shown and following woad species: Western Red Cedar, All Heart. Pi_ov_ide woad stakes of the same species, 2" by 2" by 24" long LANDSCAPE WORK 02900 - 6 and with galvanized nails for anchoring headers and edging. riiiti-EEGORn Mt4l N Provide clean, seed -free salt hay or - threshed strawofwheat, rye, oats, or barley. nATZDesiccant: Emulsion type, film -forming agent designed to permit transpiration, but retard excessive lass of moisture from plants. Deliver in manufacturer's fully identified containers and mix in accordance with manufacturer's instructions. Filti_ atign/5w ati2n Fabric: Water permeable filtration fabric of fiberglass or polypropylene fabric. Sta. as artd Guys: Provide stakes and deadmen of sound new hardwood, treated softwood, or redwood, free bf knot holes and other defects. Provide wire ties and guys of 2-strand, twisted, pliable galvanized iron wire, not lighter than 12 ga. with zinc - coated turnbuckles. Provide not less than 1/2 inch diameter rubber ' or plastic hose, cut to required lengths and of uniform color, material, and size to protect tree trunks from damage by wires. FART 3 - EXECUTION PREPARATION - GENERAL PREPARATION OF PLANTING SOIL ppf2Ep mi,EIng, clean topsoil of roots, plants, sods, stones, clay lumps, and other extraneous materials harmful or toxic to plant growth, Mi_ gcified 1211 EygngMents and fertilizers with topsoil at rates specified. Delay mixing of fertilizer if planting will not follow placing of planting sail within a few days. On pit kD4 tr_znch_ type back:fill, mix planting sail prior to back: filling, and stockpile at site. F_ ar_ plEnjing pya and lawns, mix planting soil either prior to planting or apply on surface of topsail and mix thoroughly before planting. Apply_ phasphgl_ic acid_ fertili_gr (other than that constituting a portion of complete fertilizers) directly to subgrade before applying planting sail and tilling. Dig beds not less than 9 inches deep and mix with specified soil LANDSCAPE WORE: 02900 - 7 amendments and fertilizers. EXCAVATION M MY AND 900;7 E_caytig pits= beds tog tngngbgs with vertical sides and with bottom of excavation slightly raised at center to provide proper drainage. Loosen hard subsoil in bottom of excavation. Fa_ bare _oat ti__eas tog shrubl, make excavations at least 12 inches wider than root spread and deep enough to allow for setting of roots on a layer of compacted backfill and with collar set at same grade level as in nursery, but 1 inch below finished grade at site. Allow for S inch setting layer of planting soil mixture. Pon balled and burlapeed (B&B trees and shrubs), make excavations at least half again as wide as the ball diameter and equal to the ball depth, plus following allowance for setting of ball on a layer of compacted backfill: Allow for 3 inch thick; setting layer of planting soil mixture. Ear contQne n gi ow» =tact:, excavate as specified for balled and burlapped stock, adjusted to size of container width and depth. Qgp2Eg of subsoil removed from planting excavations. Do not mix with planting sail or use as backfill. Fill g_cayQi2ng for trees and shrubs with water and allow water to percolate out prior to planting. PLANTING TREES AND SHRUBS SCt Galled tog bu_1q ppQ (B&B) stock on layer of compacted planting soil mixture, plumb and in center of pit or trench with top of ball at same elevation as adjacent finished landscape grades. Remove burlap from sides of balls; retain on bottoms. When set, place additional backfill around base and sides of ball, and work path layer to settle backfill and eliminate voids and air pockets. When excavation is approximately 2/3 full, water thoroughly before placing remainder of backfill. Repeat watering until no more is absorbed. Water again after placing final layer of backfill. Set bare root QRgL on cushion of planting sail mixture. Spread roots and carefully work backfill around roots by hand and puddle with water until backfill layers are completely saturated. Plumb before back:fi l l ing and maintain plumb while working backfill around roots and placing layers of soil mixture above roots. Set LANDSCAPE WORT: 02900 - 8 cellar 1 inch below adjacent finish landscape grades. Spread out roots without tangling or turning up to surface. Cut injured roots clean; do not break. Set g2niniDer grow: gf2g F as specified, for balled burl_pped stock:, except cut canson2 sides with an _approved -can cutter; remove bottoms of wooden boxes after partial back:fi,lling so as not to damage root balls. Dish toe of back:fill to allow for mulching. Mulch gits, trenches, and planted areas. Provide not less than following thickness of mulch, and work into top of back:fi l l and finish level with adjacent finish grades. Provide 2 inches thickness of mulch. Aegly anti -_desiccant, using power spray, to provide an adequate film over trunks, branches, stems, twigs and foliage. If decidUaus t+_ees a_ shrubs are M2ypg when in fulleaf, spray with anti -desiccant at nursery before moving and spray again 2 weeks after planting. Enynex thin out; sad shap,E tngga ri_id sh_ubs in accordance with standard horticultural practice. Prune trees to retain required height and spread. Unless otherwise directed by Architect, do not cut tree leaders, and remove only injured or dead branches from flowering trees, if any. • Prune shrubs to retain natural character. 012v_ e aid _-Eelsgp excessively pruned or misformed stack: resulting from improper pruning. MR t_sz t'E y nL2 of 2 inches ,caliper and larger. Start at ground and cover trunk: to height of first branches and securely attach. Inspect tree trunks for injury, improper pruning and insect infestation and take corrective measures before wrapping. puy ang stake trees immediately after planting, as indicated. hEh--- ---- -- EXISTING LAWNS Fac200020 existing lawn srsss damaged by Contractor's operations including storage of materials and equipment and movement of vehicles. Also recondition existing lawn areas where minor regrading is required. F' nov_ide fpElili_ero seed ar_ sod,.. wnd sail s_mendme_nts as specified for new lawns, and as required, to provide a satisfactorily reconditioned lawn. Eneyide ngp topsail, as required, to fill law spots and meet new LANDSCAPE WORK 02900 - 9 finish qrades. Cultivate bare and co.moacted areas thoroughly to provide a satisfactory Planting bed. Remove diseased and unsatisfactory lawn-- areas; do not bury into soil. Remove topsail containing foreign materials resulting from Contractor's operations, including oil drippings, stone, gravel, and other loose building materials. Where Substantial lawn remains., but is thin, maw, rake, aerate if compacted, fill law spats, remove humps, and cultivate sail, fertilize, and seed. Remove weeds before seeding, of if extensive, apply selective chemical weed killers as required. Apply a seedbed mulch, if required, to maintain moist condition. Water newly planted lawn areas and keep moist until new grass is established. PLANTING GROUND COVER Space gi_aund g2yer plants not more than 24 inches o.c. D:ig hales large enough to allow for spreading of roots and back.fill with planting sail. Work sail around roots to eliminate air pockets and leave a slight saucer indentation around plants to hold water. Water thoroughly after planting, taking care not to cover crowds of plants with wet sails. Mulch areas between ground cover plants; place not less than 2 inches thick:. MISCELLANEOUS LANDSCAPE WOf;F: Install woad headers and edgings where indicated. Anchor with woad stakes spaced not more than 3 feet o.c. , and driven at least 1 inch below tap elevation of header or edging. Use 2 galvanized snails per stake to fasten headers and edging, and clinch paint of each nail. MAINTENANCE Pegin maintenance immediately after planting. Maintain trees shrubs., R_nd athei_ plants until final acceptance, but in no case, less than following period: 30 days after substantial completion of planting. Maintain trees, shrubs.., a.lothr doeplan, u, ts bypruningcltivatingandweedingas required for healthy growth. Restore planting LANDSCAPE WORE. 02900 — 10 saucers. Tighten and repair stake and guy supports and reset trees and shrubs to proper grades or vertical position as required. Restore or replace damaged wrappings. . Spray as required to keep trees and shrubs free of insects and disease. MalnAND lawDs for not less than the period stated below, and longer as required to establish an acceptable lawn. Sayed laws_=, not less than 30 days after substantial completion. WOOD jkyng by watering, fertili.ziing, weeding, mowing! trimming, and other operations such as rolling, regrading and replanting as required to establish a smooth, acceptable lawn, free of eroded or bare areas. CLEANUP AND PROTECTION pgniing lapgagage wgE Ft, keep pavements clean and work area in an orderly condition. Protect 1pindsg2ag ward and materials from damage due to landscape operations, operations by other contractors and trades, and trespassers. Maintain protection during installation and maintenance periods. Treat, repair, or replace damaged landscape work as directed. INSPECTION AND ACCEPTANCE When lasnAmpe wo_i_1? A completed, including maintenance, Architect will, upon request, make an inspection to determine acceptability. Lvnp1cape wank: May be i'npn2QQ for acceptance in portions as agreeable to Architect, provided each portion of wort; offered for inspection is complete, including maintenance. pyn in,gg y 2kndscape won h gags not gpoply with requirements, replace rejected work: and continue specified maintenance until reinspected by Architect and found to be acceptable. Remove rejected plants and materials promptly from project site. END OF SECTION 02900 LANDSCAPE WORK 02900 — 11 SECTION g g _ PIPE AND TULLE RAILINGS PART 1 _ GENET AL RELATED DOCUMENTS General provisions of Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. SUMMARY This Section includes the followii-ig: Steel pipe and tube handrails and railing systems. DEFINITIONS Definitions in ASTM E 965 for railing -related terms apply to this section. SYSTEM RE6?UIREMENTS General: In engineering handrail and railing systems to withstand structural loads indicated, determine allowable design working stresses of railing materials based on the following: For_Co_ld_-Farmed_Structural_Steel: AISI "Specification for Design of Cold -Farmed Steel Structural Members." Structural Performance of Hand1ei is and Rai 1 ing Systems: Engineer, fabricate, and install handrails and railing systems to comply with requirements of ASTM E 985 for structural performance based on the following:' Structural Performance of Handrails and Railing Systems: Engineer, fabricate, and install handrails and railing systems to withstand the following structural loads without exceeding the allowable design working stress of the materials for handrails, railing systems, anchors, and connections. Apply each load to produce the maximum stress in each of the respective components comprising handrails and railing systems. Tog Rail of Guardrail SVStgM§: Capable of withstanding the following loads applied as indicated: Concentrated load of 200 lbf applied at any point and in PIPE AND TUBE RAILINGS 05521 - 1 any direction. Uniform load of 50 lbf per linear ft. applied horizontally and concurrently with uniform load of 100 lbf per linear ft. applied vertically downward. Handrails Not Serving as Tap Rails: Capable of withstanding the following loads applied as indicated: Concentrated load of 200 lbf applied at any paint and in any direction. Uniform load of 50 lbf per linear ft. applied in any direction. Concentrated and uniform loads need not be assumed to act concurrently. lnfill Area of Guardrail Systems: Capable of withstanding a horizontal concentrated load of 200 lbf applied to one sq. ft. at any point in the system including panels, intermediate rails, balusters, or other elements composing the infi l l area. Above_ load need not be assumed to act concurrently with loads on top rails of railing systems in determining stress on guard. Control of Corrosion: Prevent galvanic action and other forms of corrosion by insulating metals and other materials from direct contact with incompatible materials. Thermal Movements: Allow for thermal movement resulting from the fallowing maximum change (range) in ambient temperature in the design, fabrication, and installation of handrails and railings to prevent buckling, opening up of joints, overstressing of components, connections and other detrimental effects. Base design calculation on actual surface temperatures of materials due to bath solar heat gain and nighttime sky heat lass. Temperature 9btn9e (Fange): 120 deg F (67 deg C), ambient; 180 deg F (100 deg C), material surfaces. SUBMITTALS General: Submit the fallowing in accordance with Conditions of Contract and Division 1 Specification Sections. Product Data for each type of product specified. gbgR drawings showing fabrication and installation of handrails and railings including plans, elevations, sections, details of components, and attachments to other units of Work. FIFE AND TUBE RAILINGS 05521 - 2 Where installed products are indicated to comply with certain design loadings, include structural computations, material properties, and other information needed for structural analysis that has been signed and sealed by a qualified professional engineer responsible for their preparation. Samples for initial selection pureases in form of manufacturer's color charts showing full range of colors available for those units with factory -applied color finishes. QUALITY ASSURANCE Single_Saurce fespansibility: Obtain handrails and railing systems of each type and material fv-om a single manufacturer. Eng'ineeiing Resegnsibility: Engineer handrails and railing systems by qualified professional engineer legally authorized to practice in jurisdiction where Project is. located. Engineer Qualifications: Professional engineer legally authorized to practice in jurisdiction where Project is located and experienced in providing engineering services of the kind indicated for handrails and railings similar in material, design, and extent to that indicated for this Project and that have a record of successful in-service performance. STORAGE Sto1e handrails and railing systems in clean, dry location, away from uncured concrete and masonry, protected against damage of any kind. Cover with waterproof paper, tarpaulin, or polyethylene sheeting; allow for air circulation inside the covering. PROJECT CONDITIONS Field Measurements: Where handrails and railings are indicated to fit to other construction, check actual dimensions of other construction by accurate field measurements before fabrication; show recorded measurements on final shop drawings. Coordinate fabrication schedule with construction progress to avoid delay of Work. _ SEQUENCING AND SCHEDULING Seguencc and coordinate installetin of wall handrails as follows: Mount handrails only on handrails temporarily by performance requirements. completed walls. Do not support any means not satisfying structural PIPE AND TUBE RAILINGS 11 05521 - 3 FART 2 - PRODUCTS MANUFACTURERS Av-ailable Manufacturers: Subject to compliance with requirements, manufacturers offering handrails and railing systems that may be incorporated in the Work include but are not limited to the fallowing: Steel Pipe and Tube Failing Systems: Humane Equipment Co. Wagner: R & B Wagner, Inc. METALS General: Provide metal forms and types -that comply with requirements of referenced standards and that are free from surface blemishes where exposed to view in the finished unit. Exposed -to -view surfaces exhibiting pitting, seam marks, roller marks, stains, discolorations, or other imperfections on finished units are not acceptable. Steel Pipe: ASTM A 53; finish, type, and weight class as follows: Black f inish, unless otherwise indicated. Type F_, standard weight (schedule 4o), unless otherwise indicated, or another weight, type, and grade required by structural loads. Steel Tubing: Product type (manufacturing method) and other requirements as follows: Cold -Formed Round Steel Tubing: ASTM A 500, grade as indicated below: Grade_ A, unless otherwise indicated or required by structural loads. Steel Plates_, Shapes_, and Pars: ASTM A 36. Gray Ii_on Castings: ASTM A 48, Class 30. Malleable Iran Castings: ASTM A 47, grade 32510. Brackets,. Flanges,, and Anchors: Cast or formed metal of the same type material and finish as supported rails, unless otherwise indicated. PIPE AND TUBE RAILINGS 05521 - 4 GROUT AND ANCHORING CEMENT Nonshrin_1 Nonmetallic Grout: Premixed, factory -packaged, nonstaining, noncorrosive, nongaseous grout complying with CE CRD- C 621. Provide grout specifically recommended by manufacturer for interior and exterior applications of type specified ill this Section. Erasion-_Eesistant Anchoring Cement: Factory -prepackaged, nonshrink., nonstaining, hydraulic controlled expansion cement formulation for mixing with water at Project site to create pourable anchoring, patching, and grouting compound. Provide formulation' that 'is resistant to erosion from water exposure without need for protection by a sealer or waterproof coating and is recommended for exterior use by manufacturer. Av-ailable Products: Subject to- compliance with requirements, products that may' be incorporated in the Work include but are not limited to the following: Nonshrint_ Nonmetallic Grouts: Bonsai Construction Grout"; W. R. Bonsal Co. F emset" ; Chem -Masters Corp. Diamond -Crete Grout"; Concrete Service Materials Co. Sure -Grip High Performance Grout"; Dayton Superior Corp. Crystex"; L & M Construction Chemicals, Inc. Vibropruf #11"; Lambert Corp. Masterflow 713"; Master Builders. Sealtight 588 Grout"; W. R. Meadows, Inc. onogrout"; Sonneborn building Products Div., ChemRex, Inc. Stoncrete NMI"; Stonhard, Inc. Five Star Grout"; U. S. Grout Corp. Erosion -Resistant Anchoring Cement: Super Par-Rok"; Minwaa Construction Products Division. PAINT Zinc Chromate Primer: FS TT-P-645. WELDING MATEEIALS1 FASTENEESs AND ANCHORS Welding Electro--des and Filler Metal: Provide type and allay of filler metal and electrodes as recommended by producer of metal to be welded and as required for color match, strength, and compatibility in fabricated items. Fasteners far Anchoring Failings to Other Construction: Select fasteners of the type, grade, and class required to produce PIPE AND TUBE RAILINGS 05521 - 5 connections that are suitable for anchoring railing to other types of construction indicated and capable of withstanding design loadings. For steel railings and fittings use plated fasteners complying with ASTM B 633, Class Fe/Zn 25 for electrodeposited zinc coating or ASTM B 696, Class 12 for cadmium plating. Fasteners for Interconnecting Roiling Cp omonents: Use fasteners of same basic metal as the fastened metal, unless otherwise indicated. Do not use metals that are corrosive or incompatible with materials joined. Provide_ concealed fasteners for interconnection of handrail and railing components and for their attachment- to other work except where exposed fasteners are unavoidable or are the standard fastening method for handrail and railing system indicated. Provide Phillips flat -head machine screws for exposed fasteners, unless otherwise indicated. - Cast_ - In --Place and Post_ -Installed Anchors in Concrete: Anchors of type indicated below, fabricated from corrosion -resistant materials with capability to sustain, without failure, load imposed within a safety factor of 4, as determined by testing per ASTM E 482, conducted by a qualified independent testing laboratory. Chemical anchors. Expansion anchors. FABRICATION General: Fabricate handrails and railing systems to comply wii requirements indicated for design, dimensions, details, finist. and member sues, including wall thickness of hollow members, post spacings, and anchorage, but not less than those required to support structural loads. Preassemble railing systems in shop to greatest extent possible to minimize field splicing and assembly. Disassemble units only as necessary for shipping and handling limitations. Clearly mark units for reassembly and coordinated installation. Use connections that maintain structural value of joined pieces. Clearly mart: units for reassembly -and coordinated installation. Form changes in direction of railing members as follows: By radius bends of radius indicated. By mitering at elbow bends. PIPE AND TUBE RAILINGS 05521 - 6 By bending. By any method indicated above, applicable to change of direction involved. Form simple and compound curves by bending pipe in jigs to produce uniform curvature for each repetitive configuration required; maintain cylindrical cross-section of pipe throughout entire bend without buckling, twisting, cracking, or otherwise deforming exposed surfaces of pipe. Welded Connections: Fabricate railing systems and handrails for connection of members by welding. For connections made during fabrication, weld corners and seams continuously to comply with the following: Use materials and methods that minimize distortion and develop strength and corrosion resistance of base metals. Obtain fusion without undercut or overlap. Remove welding flux immediately. At tee and cross intersections, notch ends of intersecting members to fit contour of pipe to which end'is joined and weld all around. At exposed connections, finish exposed we and surfaces smooth and blended so that no roughness shows after finishing and contour of welded surface matches those adjacent. Nonwelded Connections: Fabricate railing systems and handrails for connection of members by means of railing manufacturer's standard concealed mechanical fasteners and fittings unless otherwise indicated. Fabricate members and fittings to produce flush, smooth, rigid, hairline joints. Fabricate splice joints for field connection using epoxy structural adhesive. where this represents manufacturer's standard splicing method. Brackets 1 Flae ngs1Fittings, .and Anc-hors: , Provide manufacturer's standard wall brackets, flanges, miscellaneous fittings, and anchors for interconnection of handrail and railing members to other construction. Provide inserts and other anchorage devices for connecting handrails and railing systems to concrete or masonry work.. Fabricate anchorage devices capable of withstanding loadings imposed by handrails and railing systems. Coordinate anchorage devices with supporting structure. For railing Qosts set in concrete, provide preset sleeves of PIPE AND TUBE RAILINGS 05521 7 steel. not less than 6 inches long and inside dimensions not less than 1/2 inch greater than outside dimensions of post, with steel plate forming bottom closure. Shear and punch metals cleanly and accurately. Remove burrs from exposed cut edges. Ease e_.gosed edges to a radius of approximately 1/32 inch, unless otherwise indicated. Form bent -metal corners to smallest radius possible without causing grain separation or otherwise impairing work. Cuts reinforces drill3. and tap miscellaneous metal work as indicated to receive finish hardware, screws, and similar items. For handrails and railing systems that are exposed to exterior or to moisture from condensation or other sources, provide weepholes or other means -for evacuation of entrapped water in hollow sections of railing members. Fabricate 12ints that will be exposed to weather in a manner to exclude water. Provide wall returns at ends of wall -mounted handrails, unless otherwise indicated. Toe_ Boards: Where indicated, provide toe boards at railings around openings and at "the edge of open -sided floors and platforms. Fabricate to dimensions and details indicated for connection to, and centered between, each railing post. FINISHE24 GENERAL Comely with NAAMM "Metal Finishes Manual" for recommendations relative to application and designations of finishes. Protect mechanical finishes on exposed surfaces from damage by application of strippable, temporary protective covering prior- to shipment. AE±2ear=arnce of Finished Work: Variations in appearance of abutting or adjacent pieces are not acceptable if they are within 1/2 of the range of approved samples. Noticeable variations in the same piece are not acceptable. Variations in appearance of other- components are acceptable if they are within range of approved samples and they are assembled or installed to minimize contrast. STEEL FINISHES Preparation for Shop Priming: Prepare uncoated ferrous metal surfaces to comply with minimum requirements indicated below for PIPE AND TUBE RAILINGS 05521 - 8 SSPC surface preparation specifications and :environmental e>:posure conditions of installed metal fabrications:' Exteriors (SSPC Zane 1B): SSPC-SP6 "Commercial Blast Cleaning." Agely shag Erimer to uncoated surfaces of handrails and railing components, except those with galvanized finish or to be embedded in concrete or masonry, unless otherwise indicated. Comply with requirements of SSPC-PA1 "Paint Application Specification No. 1" for shop painting. Shoe Primer: Manufacturer's or Fabricator's standard, fast - curing, lead-free, "univer sal" primer, selected for resistance to normal atmospheric corrosion, for compatibility with substrate and field -applied finish paint system indicated, and for capability to provide a sound foundation for field -applied topcoats despite prolonged exposure. PART 3 - EXECUTION PREPARATION Coordinate setting drawings, diagrams, templates, instructions, and directions for installation of anchorages, such as sleeves, concrete inserts, anchor bolts, and miscellaneous items having integral anchors, that are to be embedded in concrete as masonry construction. Coordinate delivery of such items to project site. INSTALLATIO_, GENERAL Fit e_eased connections accurately together to form tight, hairline joints. Cuttings Fittings end Placement: Perform cutting, drilling, and fitting required for installation of handrails and railings. Set handrails and railings accurately in location, alignment, and elevation, measured from established lines and leve.ls and free from rack. Do not welds cuts or abrade surfaces of handrails and railing components that have been coated or finished after fabrication and • are intended for field connection by mechanical or other means without further cutting or fitting. Set Posts plumb within a tolerance of 1/4 inch in 12 feet. Align rails so that variations from level for horizontal members and from parallel with rake of steps and ramps for sloping members do not exceed 1/4 inch in 12 feet. . PIPE AND TUBE RAILINGS 05521 - 9 Field Welding: Comply with the following requirements: Use materials and methods that minimize .distortion and develop strength and corrosion resistance of base metals. Obtain fusion without undercut or overlap. Remove welding flux immediately. At exposed connections, finish exposed welds and surfaces smooth and blended so that no roughness shows after finishing and contour of welded surface matches those adjacent. Fastening to In -_Place Ct nst-uction: Provide anchorage devices and fasteners where necessary for securing handrails and railings to in- place construction. ANCHORING POSTS egAMEt handrails and railing systems prior to anchoring to ensure matching alignment at abutting joints. Space pasts at interval indicated but not less than that required by design loadings. Anchor posts in concrete by core drilling holes not less than inches deep and 3/4 inch greater than outside'diameter of past. Clean hales of all loose material, insert posts, and fill annular space between post and concrete with the following anchoring material, mixed and placed to comply with anchoring material manufacturer's directions. Nonshrink, nonmetallic grout or anchoring cement. Leave anchorge ,faint exgosed, wipe off surplus anchoringmaterial,-and-leave 1/8-inch buildup, sloped away from post. For installations exposed on exterior or to flow of water, seal anchoring material to comply with grout manufacturer's directions. Anchor Qasts to metal surfaces with oval flanges, angle type or floor type as required by conditions, connected to posts and to metal supporting members as follows: For steel pipe railings, weld flanges to post and bolt to metal supporting surfaces. RAILING CONNECTIONS Welded Connections: Use fully welded joints for permanently connecting railing components by welding. Cope or butt components to provide 100 percent contact or use manufacturer's standard fittings designed for this purpose. PIPE AND TUBE FAILINGS 05521 - 10 E_pansian Joints: Install expansion joints at locations indicated but riot further apart than required to accommodate thermal movement. Provide slip -joint internal sleeve extending 2 inches beyond joint on either side: fasten internal sleeve securely to one side; locate joint within 6 inches of post. ANCHORING RAIL ENDS Anchor rail ends into concrete and masonry with round flanges connected to rail ends and anchored into wall construction with past -installed anchors and bolts. I Anchor rail ends to metal surfaces with oval or round flanges. Weld flanges to rail ends. Connect flanges to rail ends using• nonwelded connections. Bolt flanges to metal surfaces. Install removable railing sections where indicated in slip -fit metal sockets cast into concrete. Accurately locate sockets to match post spacing. ATTACHMENT OF HANDRAILS TO WALLS Attach handrails to wall with wall brackets and end fittings. Provide brac:et with not less than1-112-inch clearance from inside face of handrail and finished wall surface. Locate brackets as indicated or, if not indicated, at spacing required to support structural loads. Secure wall brackets and wall return fittings to building ionstruction as follows: Use type of bracb:et with predrilled hale for exposed bolt anchorage. For concrete and solid masonry anchorage, use drilled -in expansion shield avid either concealed hanger bolt or exposed lag bolt, as applicable. For hollow masonry anchorage, use toggle bolts with square heads. ADJUSTING AND CLEANING Touch_Up Fainting: Immediately after erection, clean field welds, bolted connections, and abraded areas of shop paint, and paint exposed areas with same material. PIPE AND TUBE RAILINGS 05521 - 11 PROTECTION F'iotect finishes of railing systems and handrails from damage during construction period by use of temporary protective coverings approved by railing manufacturer. Remove protective covering at time of Substantial Completion. ReStort finishes damaged during installation and construction period so that no evidence remains of correction wore;. Return items that cannot be refinished in the field to the shop; make required alterations and refinish entire unit or provide new units. END OF SECTION (-.)5521 PIPE APED TUBE RAILINGS 05521 — 12 SECTION 062(:)(-. ) - FINISH C 'RF'ENTF.Y PART 1 - GENERAL RELATED DOCUMENTS General provisions of Contract, incILtd inq General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. SUMMARY This Section includes the fallowing: Exterior standing and running trim and rails. Interior standing and running trim and rails. Related Sections: The following Sections c-ontain requirements that relate to this Section: Division 6 Section "Exterior Architectural Woodwork" for exterior woodwork: riot specified in this Section. Division 6 Section "Interior- Architectural, Woodwork" for interior wGodwarF:: not specified in this Sectiain. Division 7 Section "Joint Sealants" for, sealants. Division 9 Section "Paiinting" for back: primiing and fir,ishino of finish carpentry. OUALITY ASSURANCE Installer Due Iificetions: Arrange for installation of finish carpentry by a firm that caio demonstrate successful experience, in installing finish carpentry items similar in type and quality to those required for this Project. DELIVERY,- g1gB6GE1 ANp HANDLING Delivery aid Storage: Keep materials under cover and dry. Protect against exposure to weather and contact with damp or wet surfaces. Stack lumber as well as plywood and other panels. Provide for air circulation within and around stacks and under temporary coverings including polyethylene and similar materials. Do not delivvei_ interior finish carpentry until environmental FINISH CARPENTRY 06200 - i 0 conditions meet requirements specified for installation areas. If finish carpentry must be stared in ether than installation areas, stare only in areas where environmental conditions meet requirements specified for installation areas. PROJECT CONDITIONS Environmental Conditions: Obtain and comply with finish carpentry manufacturer's and installer's coordinated advice for optimum temperature and humidity conditions for finish carpentry during its storage and installation. Weather Conditions: Proceed with finish carpentry only when existing and forecasted weather conditions will permit exterior finish carpentry to be installed in compliance with manufacturer's recommendations and when substrate is completely dry. PART 2 - PRODUCTS MATERIALS, GENERAL Lumber Standards: Comply with PS 20 "American Softwood Lumber Standard" for lumber and with applicable grading rules of inspection agencies certified by American Lumber Standards Committee Board of Review. Inspection Agencies: Inspection agencies and the abbreviations used to reference them with lumber grades and species include the following: SPIB - Southern Pine Inspection Bureau. WCLIB - West Coast Lumber Inspection Bureau. WWPA - Western Wood Products Association. EXTERIOR STANDING AND RUNNING TRIM AND RAILS Trim and Rails: For trim and rails in form of boards and worEed products,- provide lumber complying with the following requirements including those of the grading agency listed with species. Species: Western red cedar: WCLIB OR WWPA. Grade: Match existing exterior wood trim. Texture: One face saw -textured, the other surfaced (smooth). FINISH CARPENTRY 06200 - 2 Lumber for Painted Finish: Glued -up lumber or solid lumber stack:. _ _ INTERIOR STANDING AND RUNNING TRIM MND RAILS Trim and Rails: For trim in farm of boards and work:.ed products, provide lumber complying with the following requirements. Sgecies: Match existing trim. Select Grade: Match existing grade. Texture: Surfaced (smooth) . Lumber for Painted Finish: Glued -up lumber or solid lumber 1 stack:. Wand Molding Patterns: For stock molding patterns included in Wand Moulding and Millwork Producers Association WM 7 and graded under WM 4, provide the following grade based on finish indicated and fabricated from species specified: Moldings for Painted Finish: Match existing moldings. MISCELLANEOUS MATERIALS Fasteners for Exterior Finish Ca1eentry: Stainless steel, noncorrosive aluminum or hot -dip -galvanized nails, in sufficient length to penetrate minimum of 1-1/2 inches into substrate unless recommended otherwise by manufacturer. Countersink: nails and fill surface where face nailing is unavoidable. Faste1ers for Inteyrior Finish Careentrv: Nails, screws, and other anchoring devices of type, size; material, and finish required for application indicated to provide secure attachment, concealed where passible. Countersink nails, fill surface flush, and sand where face nailing is unavoidable. Where finish carpentry materials are exposed in areas of high humidity, provide fasteners and anchorages with hat -dip galvanized coating complying with ASTM A 153. Adhesives: Comply with manufacturer's recommendations for adhesives. Horizontal Joint Flashing far Siding Preformed galvanized steel or aluminum shaped flashing. FINISH CARPENTRY 06200 - 3 S_alan1g : Comply with requirements of Division 7 Section "Joint Sealants" for materials required for scaling siding work. FABRICATION 9229 Maistui_F_ Content: Comply with requirements of specified inspection agencies and manufacturer's recommendations for moisture content of finish carpentry in relation to relative humidity conditions existing during time of fabrication and in installation areas. Provide finish carpentry with moisture content than is compatible with Project requirements. Fabricate finish canpentny to dimensions, profiles and details indicated. Ease edges to radius existing for the fallowing: Match existing finish lumber. PART 3 - EXECUTION EXAMINATION E:.aming substrates for compliance with requirements for installation tolerances and other conditions affecting installation and performance of finish carpentry. Do not proceed with installation until unsatisfactory conditions have been corrected. PREPARATION Clean substrates of projections and substances detrimental to application. KAi RO finish carogy1ry to average prevailing humidity conditions in installation areas before installation for a minimum of 24 hours unless longer conditioning recomMended by manufacturer. Fcv9Q ime lumber for painted finish exposed on the exterior. Comply with requirements for surface preparation and' application in Section "Painting." INSTALLATIONS GENERAL Da not Upp finish carpentry materials that are unsound, warped, bowed, twisted, improperly treated or finished, not adequately seasoned, or too small to fabricate with proper jointing arrangements. Install finish cai_pRntny plumb, level, true, and aligned with FINISH CARPENTRY 06200 - 4 adjacent materials. Use concealed shims. where required for alignment. Scti-ibe aDd got finish carpentry to fit adjoining wart::. Refinish and seal cuts as recommended by manufacturer. In_st_all to tolerance of 1/8 inch in 8 feet for plumb and level. Install adjoining finish carpentry with 1/16 inch maximum offset for flush installation and 1/8 inch maximum offset for reveal installation. Coordinate finish carpentry with materials and systems that may be in or adjacent to standing and running trim and rails. Provide cutouts for mechanical and electrical items that penetrate exposed surfaces of trim and rails. Finish in accordance with specified requirements, to match existing finish. Refer to Division 9 Sections for final finishing of finish carpentry. STANDING AND RUNNING TRIM QD RAIQ I_n_stall with minimum number of joints practical, using full- length pieces from maximum lengths of lumber available. Stagger joints in adjacent and related standing and running trim and rails. Cape at returns and miter at earners to produce tight- fitting joints with full -surface contact throughout length of joint. Use scarf joints for end -to -end joints. Plane back: of casings to provide uniform thickness across joints if required. Match color and grain pattern across joints. Install trim after drywall joint finishing operations are completed. Drill pilot holes in hardwood prior to nailing or fastening to prevent splitting. Fasten to prevent movement or warping. Countersink: nail heads on exposed carpentry work: and fill holes. Fit exterior joints to exclude water. Apply flat grain lumber with bark: side exposed to weather. ADJUSTING Qgair damaged or defective finish carpentry where passible to eliminate functional or visual defects. Where not passible to repair, replace finish carpentry. Adjust joinery for uniform appearance. FINISH CARPENTRY 06200 - 5 CLEANING Clean finiQ SvEegi_, Ey on exposed and semiexposed surfaces. Touch LAP factory -applied finishes to restore damaged or sailed areas. F'F'OTECT I ON Erav-idt final Eratgctian and maintain conditions that ensure finish carpentry is without damage or deterioration at time of Substantial Completion. END OF SECTION 06200 FINISH CARPENTRY 06200 - 6 SE;_T I ON o6401 - EXTERIOR ARCHITECTURAL WOODWORK PART 1 - GENERAL RELATED DOCUMENTS General provisions of Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this section. SUMMARY This Section includes the following: Exterior door frames. Related Sections: The following sections contain requirements that relate to this section: Division 6 Section "Finish Carpentry-" for carpentry exposed to view that is not specified in this section. Division 6 Section "Interior Architectural Woodwork" for interior woodwork. _- Division 8 Section "Flesh Wood Doors" for doors specified by reference to architectural woodwork: standards. Division 9 Section "Painti.ng" for back: priming and finishing of exterior architectural woodwork. QUALITY ASSURAt-,lCE Manufacturer Qualifications: Firm experienced in successfully producing architectural woodwork: similar to that indicated for this Project, with sufficient production capacity to produce required units without causing delay in the Work. Installer Qualifications: Arrange for instaIIatioil of architectural woodwork: by a firm that can demonstrate successful experience in installing architectural woodwork items similar in type and quality to those required for this project. AWI Quality Standard: Comply with applicable requirements of Architectural Woodwork Quality Standards" published by the Architectural Woodwork: Institute (AWI), except as otherwise indicated. DELIVERY, STORAGE= AND HANDLING EXTERIOR ARCHITECTURAL WOODWORK: 06401 - i Protect woodwork: during transit, delivery, storage, and handling to prevent damage, soilage, and deterioration. MAW CONDITIONS Minen12021 CaAitian_s: Obtain and comply with woodwork: manufacturer's and Installer's coordinated advice for optimum temperature and humidity conditions for woodwork during its storage. Field Measurements: Where woodwork: is indicated to be fitted to other construction, check actual dimensions of other construction by accurate field measurements before manufacturing woodwork:; show recorded measurements on final shop drawings. Coordinate manufacturing schedule with construction progress to avoid delay of Work. PART - 2 PRODUCTS MATERIALS Generkl: Provide materials that comply with requirements of the AWI woodworking standard for each type of woodwork and quality grade indicated and, where the following products are part of woodwork, with requirements of the referenced product standards, that apply to product characteristics indicated: Hardboard: ANSI/AHA A135.4. Softwood Plywood: PS 1. EMB I CAT I M GENEF A Wand Maistyre g2olgQ: Comply with requirements of referenced quality standard for moisture content of lumber in relation to relative humidity conditions existing during time of fabrication and in installation areas. Fabricate waadwork to match existing exterior door frames. ComR1g1g fabrication, including assembly, finishing, and hardware application, before shipment to project site to maximum extent possible. Disassemble components only as necessary for shipment and installation. Where necessary for fitting at site, provide ample allowance for scribing, trimming, and fitting. Factai_y=cut openings, to maximum extent possible, to receive hardware, electrical work, and similar items. Locate openings accurately and use templates or roughing -in diagrams to produce accurately sued and shaped openings. Smooth edges of cutouts EXTERIOR ARCHITECTURAL WOODWORK 06401 - 2 0 and' seal edges with a water -resistant -coating suitable for exterior applications. EXTERIOR DOOR FRAMES FQ OF'r QE FINISH C!uality Standard: Match existing exterior dear frames. Grade• Custom. QMAp_ Specipp: Eastern white pine, sugar pine, Idaho white pine. MANY AND ANCHORS Oman Select material, type, size, and finish required for each use. Comply with FS FF-S-111 for applicable requirements. Nails: Provide the fallowing of type and size required for each use. Comply with FS FF-N-105 for applicable requirements. Hot -dipped galvanized nails. 590oi_s: Select material, type, size, and finish required by each substrate for secure anchorage. Provide nonferrous metal or hot -dip galvanized anchors and inserts as required for corrosion resistance. Provide toothed steel or lead expansion bolt devices for drilled -in -place anchors. Flu-nish inserts and anchors, as required, to be set into concrete or masonry wart: for subsequent woodwork: anchorage. PART 3 - WENT EBEPARATION Condition waadwar.l.: to average prevailing humidity conditions in installation areas before installation. INSTALLATION MAY Stan_dar_d: Install exterior woodwork to comply with requirements of AWI Section 1700 "Installation of Woodwork Interior)" that refer to types of woodwork: specified in this section and that apply to the same grade specified in Part 2 of this section. Instill woodwork plumb, level, true, and straight with no distortions. Shim as required with concealed shims. Install to a tolerance of 1/6 inch in 0-0" for plumb and level and with no variations in flushness of adjoining surfaces. EXTERIOR: ARCHITECTURAL WOODWORM 06401 - 3 Sc_ibe and cut woodwork to fit adjoining work:. AnchRK wt odwor4_: to anchors or blocking built in or directly attached- to substrates. Secure to grounds, stripping and blocking with countersunk:, concealed fasteners and blind mailing as required for a complete installation. Use fine finishing nails for exposed nailing, countersunk: and filled flush with woodwork. playing ay RU_mi Dg Trim knf Rails: Install with minimum number of joints possible, using full-length pieces (from maximum length of lumber available) to the greatest extent passible. Stagger joints in _adjacent and related members. Cope at returns and miter at corners. RFfe__ IR the Diyision ? sections for back: priming and final finishing of installed architectural woodwork. ADJUSTMENT AND CLEANING Reeair damaged and defective woodwork: where possible to eliminate defects functionally and visually; where not passible to repair, replace woodwork:. Adjust joinery for uniform appearance. QpEn woodwork: on exposed and semiexposed surfaces. PROTECTION Pi oyidE final Q_otgctian and maintain conditions, in a manner acceptable to manufacturer and installer, that ensure that woodwork: is without damage or deterioration at time of Substantial Completion. END OF SECTION 6401 EXTERIOR ARCHITECTURAL WOODWORK 06401 - 4 SECT I PH t:>it2i 7 LBTEF: ];& HF QU11ECTQ%k AOr OPA F' K 1 _ GENEF S RF=L.HAD L>GCUMYA General provisions of Contract, includi q General and Supplementary Conditions and Division 1 Specification Sections, apply to this section. SUMMARY T1_is_5ectigi! includes repair and replacement of missing or damaged products only. This Qglign includes the. fol lowing: Woad cabinets (casework). Laminate clad cabinets (plastic -covered casework). Cabinet tops (countertops). Interior door frames (iambs). FelRted Sectionp: The following sections contain requirements that relate to this section: Div-isien 6 yctiRn "F_i.n_int Carpentl_v" for carpentry exposed to view that is not specified in this section. Divis D b Section "E::tei- w Ang0lectural Waadworl:: for exterior woodwork:. plyi.sign S Sgctian _..Flash Woad Doers" for doors specified by reference t-archi tect"ral woodwork:Fstandards. iJ_ 1v137.Gii .`. r_Ct1pi_l "F'a4t1t11-ig" for filial finishing of installed architectural woodwork:. A& I TY ASSURAM Mvoufact rpr Firm experienced in successfully producing architectural woodwork: similar to that indicated for this Project, with sufficient production capacity to produce required units without causing delay in the Work. In7tller G?u_.1if_icia s: Arrange for installation of architectural woodwork: by a firm that can demonstrate successful experience in installing architectural woodwork: items similar in INTERIOR ARCHITECTURAL WOODWORK. 06402 - i type and quality to those required for this project. AWI G!ua.lit: gfendyrd: Comply with applicable requirements of Architectural Woodwork: Quality Standards" published by the Architectural Woodwork: Institute (AWI) except as otherwise indicated. MATCH existing interior architectural. woodwork. Replace damaged or missing work as required. DELIVERY, STORAGE, AND HANDLING Protect V22± eEh during transit, delivery, storage, and handling to prevent damage, soilage, and deterioration. Do not deliv-eE woodwork: until painting, wet work:, grinding, and similar operations that could damage, soil, or deteriorate woodwork: have been completed in installation areas. If woodwork must be stored in other than installation areas, store only in areas whose environmental conditions meet requirements specified in "Project Conditions." PROJECT CONDITIONS Env_iranmental Ca0ditiana: Obtain and comply with Woodwork Manufacturer's and -Installer's coordinated advice for optimum temperature and humidity conditions for woodwork during its storage and installation. Do not install woodwork until these conditions have been attained and stabilized so that woodwork is within plus or minus 1.0 percent of optimum moisture content from date of installation through remainder of construction period. Fie_ld_ Measurements: Where woodwork is indicated to be fitted to other construction, check actual dimensions of other construction by accurate field measurements before manufacturing woodwork; show recorded measurements on final shop drawings. Coordinate manufacturing_ schedule with construction progress to avoid delay of Work:. PART 2 - PRODUCTS HIGH PRESSURE DECORATIVE LAMINATE MANUFACTURERS Manufactuieti_: Subject to compliance with requirements, provide high pressure decorative laminates to match existing laminates which are damaged or missing as required. MATERIALS INTERIOR ARCHITECTURAL WOODWORK 06402 - 2 General: Provide materials as required -to replace or repair damaged or missing materials. Match existing material. High Fres_RuEE L2y[py p: NEMA LD 3. EMB I CATION . GEAERAL Woad Moisturq gyD1ent: Comply with requirements of referenced quality standard for moisture content of lumber in relation to relative humidity conditions existing during time of fabrication and in installation areas. Fabricate wgpgypK : to match existing dimensions,. profiles, and details. Ease edges to radius indicated for the following: Corners of cabinets and edges of solid woad (lumber) members less than 1 inch in nominal thickness: 1/16 inch. Edges of rails and similar members more than 1 inch in nominal thickness: 1/8 inch. Camille p fabricatign, including assembly, finishing, and hardware application, before shipment to project site to maximum extent passible. Disassemble components only as necessary for shipment and installation. Where necessary for fitting at site, provide ample allowance for scribing, trimming, and fitting. F2.ctory_cut openiwy, to maximum extent passible, to receive hardware, appliances, plumbing fixtures, electrical work, and similar items. Locate openings accurately and use templates or roughing -in diagrams to produce accurately sized and shaped openings. Smooth edges of cutouts and, where located in countertops and similar exposures, sea! edges of cutouts with a water-resistant coating. Lumber QggipE: hutch existing. WOOD CABINETS (CASEWORK) FOR TRANSF'"RENT FINISH Qullity Stnr dard: Comply with AWI Section 400 and its Division 400A "Woad Cabinets.'' MA__TCH existing casework:, repair or replace existing casework: as required. W001i CAEINETS (CASEWORK:) FOR OPAQUE FINISH QUality StandErd: AWI Section 400 and its Division 400A "Woad Cabinets.'' MATCH existing casework:. Repair or replace existing casework as INTERIOR ARCHITECTURAL WOODWORK 06402 - 3 required. CABINET HARDWARE AND ACCESSORY MATERIALS General: Provide cabinetnet hardware and accessory materials associated with arch itectural cabinets, except for items specified in Division S Section "Finish Hardware." MATCH existing cabinet hardware. Replace missing hardware. ARCHITECTURAL CABINET TOPS (COUNTERTOPS) Quality Standai_d: Comply with AWI Section 400 and its Division 40c7C . REPAIR or replace existing cabinet taps as required. Match existing finish. INTERIOR DOOR FRAMES FOR OPAQUE FINISH Quality Sttnda,_d: Comply with AWI Section 900B. REPAIR or replace damaged or missing door frames as required. Match existing. FASTENERS AND ANCHORS Screws: Select material, type, size, and finish required for each use. Comply with FS FF-S-111 for applicable requirements. Nails: Select material, type, size, and finish required for each use. Comply with FS FF-N--105 for applicable requirements. Anchors: Select material, type, size, and finish required by each substrate for secure anchorage. Provide nonferrous metal or hot -dip galvanized anchors and inserts on inside face of exterior walls and elsewhere as required for corrosion resistance. Provide toothed steel or lead expansion bolt devices for drilled - in -place anchors. Furnish inserts and anchors, as required, to be set into concrete or masonry work: for subsequent woodwork anchorage. Opague Finish: Match existing. PART 3 - EXECUTION PREPARATION INTERIOR ARCHITECTURAL WOODWORK 06402 - 4 Condijj2n woodwork: to average prevailing humidity conditions in installation areas before installing. Del,iveti_ gRngfQq i,DppKts and similar anchoring devices to be built 'into substrates well in advance of time substrates are to be built. p2fa e installiing architectural work: for completion and complete priming and removal of packing. INSTALLATION woodwork, examine shop -fabricated work: as required, including back 2pality glanda.nd: Install woodwork: to comply with AWI Section 1700 for same grade specified in Fart 2 of this section for type of woodwork: involved. Install woodworl elylb, level, true, and straight with no distortions. Shim as required with concealed shims. Install to a tolerance of 1/8 inch in 8'-0" for plumb and level (including tops) and with no variations in flushness of adjoining surfaces. SCrlQ and cut woodwork: to fit adjoining work: and refinish cut surfaces or repair damaged finish at cuts. Aingt2r woodwoi-,k: to anchors or blocking built in or directly attached to substrates. Secure to grounds, stripping and blocking with countersunk, concealed fasteners and blind nailing as required for a complete installation. Except where prefinished matching fastener heads are required, use fine finishing nails for exposed nailing, countersunk: and filled flush with woodwork: and matching final finish where transparent finish is indicated. Cabingis: install without distortion s_ that doors and drawers fit --openings properly and are accurately aligned. Adjust hardware to center doors and drawers in openings and to provide unencumbered operation. Complete the installation of hardware and accessory items as indicated. Maintain veneer sequence matching (if any) of cabinets with transparent finish. Toes: Anchor securely to base units and other support systems as indicated. yfEE to the Div-isi2D 2 sections for final finishing of installed architectural woodwork:. ADJUSTMENT AND CLEANING yREir damaged and defective woodwork: where possible to eliminate defects functionally and visually; where not possible to repair, replace woodwork. Adjust joinery for uniform appearance. INTERIOR ARCHITECTURAL WOODWORK; 064Q2 - 5 Clean, lubricate, and adjust hardwary. C qRn waadwonL ail exposed and semiexposed surfaces. Touch up factory -applied finishes to restore damaged or soiled areas. PROTECTION EnRyide final anatection and maintain conditions, in a manner acceptable to manufacturer and Installer, that ensures that woodwork: is being without damage or deterioration at' time of Substantial Completion. END OF SECTION 06402 INTERIOR ARCHITECTURAL WOODWORK 06402 - 6 SECTION (:r : c 1 r:r - EtiU I L i t-Z INSULATION FART 1 - GENERAL. RELATED DOCUMENTS General provisions of Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. SUMMARY This Section includes the following: Loose -fill building insulation. DEFINITIONS Thermal Resistivity: Where the thermal resistivity of insulation products are designated by "r-values," they represent the reciprocal of thermal conductivity (k:-values). Thermal Conductivity is the rate of heat flow through a homogenous material exactly 1 inch thick:. Thermal resistivities are expressed by the temperature difference in degrees F between the two e::posed faces required to cause one BTU to flow through one square foot per hour at mean temperatures indicated. SUBMITTALS General: Submit the fallowing in accordance with Conditions of Contract and Division 1 Specification Sections. Product da._t.a for each type of insulation product specified. QUALITY ASSURANCE Fire Performance Ch-aracteristics: Provide insulation materials identical to those whose indicated fire performance characteristics have beer, determined per the ASTM test method indicated below, by UL or other testing and inspecting organizations acceptable to authorities having jurisdiction. Identify products with appropriate markings of applicable testing and inspecting organization. Surface BUri i ng Character i st i c : ASTM E 84. Fire Resistance Ratings: ASTM E 119. BUILDING INSULATION 07210 - 1 Combustion Characteristics: ASTM E 136. Single-Soui_ce Responsibility for InSUl.ation PradUCt.s: Obtain each type of buildinq inSLklatiOn from a single sGurce with resources to provide products of consistent quality in appearance and physical properties without delaying progress of the Work:. DELIVERY. STORAGE,1 AND HANDLING Pi_otect insulation matei_ials from physical damage and from deterioration by moisture, soiling, and other sources. Store inside and in a dry location. Comply with manufacturer's recommendations for handling, storage, and protection during installation. PART 2 - PRODUCTS MANUFACTURERS Available Manufacturers: Subject to compliance with requirements, manufacturers offerinq insulation products that may be incorporated in -the work: include, but are not limited to, the followinq: Manufacturers of Glass Fiber IiIsulatiOii: CertainTeed Corp. k::nauf Fiber Glass GmbH. Manville: Building Insulations Div., Manville Sales Corp. Owens/Cornirsq Fiberglas Corp. INSULATING MATERIALS Genei_al: Provide insulating materials that comply with requirements and with referenced standards. Glass Fiber Loose Fill I,n_ulation: Glass fibers processed to comply with ASTM C ,64 for Type (method of application) indicated below; maximum flame spread and smoke developed values of 5 and S, respectively, and as follows: Tvpe 1 for pneumatic application. PART 3 - EXECUTION EXAMINATION BUILDING INSULATION 07210 - 2 E ami l_g ;ubstrc igg ypo g2nQ1j1Dx with Installer Present. for compliance with requirements of the Sections in which substl;ates and' related work: are specified and to determine if ether conditions affecting performance of insulation are satisfactory - Do not proceed with installation of insulation until unsatisfactory conditions have been corrected. EREF'ARAT I ON C1e_an_ substrates of substances harmful to insulations or vapor retarders. -including removal of projections that might puncture vapor retarders. ME@ off opgpings in cavities receiving poured -in -place insulation to prevent the escape of insulation. Provide bronze or stainless steel screen ( inside) where openings must be maintained for drainage or ventilation. INSTFLLATION, GENERAL Comply wilb innylRjioil rnc lluf cful_el_'S in_Qructi2nE applicable to products and application indicated. If printed instructions are not _available or do not apply to project conditions, consult manufacturer's technical representative for specific recommendations before proceeding with installation of insulation. .. E:_tcnd insulation to envelop entire area to be insulated. Cut and fit tightly around obstructions, and fill voids with insulation. Remove projections that interfere with placement. Apply a singl.E laypn of insulation of required thickness, unless otherwise shown or required to make up total thickness. INSTALLATION OF ATTIC INSULATION Elwgp glass fiyE loa_e 'fill, 9pglatioii into attic spaces by machine -blowing. Level horizontal applications to uniform thickness as indicated, lightly settle to uniform density, but do not excessively compact. Provide thickness = R -19 Stuff ales flbt lapse fill insulr.ti,on into miscellaneous voids aid cavity spaces where shown. Compact to approximately 40 percent of normal maximum volume (to a density of approximately 2.5 pcf) . BUILDING INSULATION 07210 - 3 PROTE91ION 9gDrral: Protect installed insulation from damage due to harmful weather exposures, physical abuse, and other causes. Provide temporary coverings or enclosures where insulation will be subject to Buse and cannot be concealed and protected by permanent construction immediately after installation. END OF SECTION 07210 BUILDING INSULATION 07210 — 4 SECT I PA Q 711 1 -- h5F di',.-T P F i i NOLES F'RF;T 1 - QUERAL F:ELKU Q990019 General provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. ROOM This Section includes asphalt shingles for steep roofs. ylated Sectimps: The following Sections contain requirements that relate to this Section: SUE M I TTFILS . Ge_n_e_ral: Submit the following in accordance with Conditions of Contract and Division 1 Specification Sections. Product data for each type of product specified, including details of construction relative to materials, dimensions of individual components, profiles, textures, and colors. gkygles shall match existing shingles. G!UALITY RSSURRNCE YR gt existing roof shingles. (Color selected by Architect) EAP Pei fo7, MMM 9hara9009090 Provide products that are identical to those tested for the specified fire pIrformance characteristics by UL or other testing and inspecting organizations acceptable to authorities having jurisdiction. Identify products with appropriate markings of applicable testing and inspecting organization. Fire_ Msist_emp Ealing.: As indicated by reference to design designations in UL "Fire Resistance Directory." PEA I'JRY1 STORAGE=. AND HANDLING Deliver materials to Project site in manufacturer's unopened bundles or containers with labels intact. Handle and stare materials at Project site to prevent water ASPHALT SHINGLES 07311 - 1 damage, staining, or Other physical damage. Store roll goods or, end. Comply with manufacturer's recommendations for job site storage, handling, and protection. PROJECT CONDITIONS W__&An CgDditi ns: Proceed with Work: only when existing and forecasted weather conditions will permit Work to be installed in compliance with manufacturer's recommendations and when substrate is completely dry. EXTRA MATERIALS De_live_r Eryt materials to Owner. Furnish extra materials matching products installed as described below, packaged with protective covering for storage and identified with labels clearly describing contents. Furnish quantity of full-size asphalt shingles equal to 2 percent of amount installed. WAF: YO SEeEial Proiect Wari_aDly: Submit a written warranty, executed by manufacturer, agreeing to repair or replace asphalt shingles that fail in materials or workmanship within the specified warranty period. Failures include, but are not limited to, deformation or deterioration of shingles beyond normal weathering. This warranty shall be in addition to, and not a limitation of, other rights the Owner may have against the Contractor under the Contract Documents. QZraply pa ip4 is' 20 years after date of Substantial Completion. FART 2 - PRODUCTS MyNUFACTURERS Available Manufncturer_s: Subject to compliance with requirements, manufacturers offering asphalt shingles that may be incorporated in the Wort: include, but are not limited to, the following: Mufncturnr: Subject to compliance with requirements, provide asphalt shingles to match existing shingles. ASPHALT SHINGLES 07311 - 2 ASPHALT SHINGLES Mgtgh existing shingles. 9gunr .e-Ttb 5102 Pli ). ilc l e_,. A Man 1801 .:rWO i-d _._._.g__.__' Mineral- surfaced, 'self-sealing, three tab asphalt fiberglass strip shingles complying with ASTM D 3018, bearing UL Class "A" external fire exposure label and UL "Wind Resistant" label. dip and Ridge Shingles: Manufacturer's standard factory precut unites to match shingles. Calarss $lend_ ang Fattet_ns: Where manufacturer's standard products are indicated, provide asphalt shingles with the following requirements: Match existing shingles. ACCESSORIES Felt Und. ARYMent: 300 or -No. 30; unperforated organic felt complying with ASTM 7 226, Type I; 36 inches wide. imphalt Flkstic Cement: Nonasbestos fibrated asphalt cement complying with ASTM n 4586, designed for trowel application. Nils: Aluminum or hot -dip galvanized steel, 11- or 12-gage, sharp- pointed, conventionil roofing nails with barbed shanks, minimum 3/8- inch -diameter head, and of sufficient length to penetrate 3/4 inch into solid decking or to penetrate through plywood sheathing. Material of nails in contact with flashing shall match materials selected for flashing to prevent galvanic action. Metal Drip Qge: 26 gage galvanized steel sheet, brake -formed to provide-3-inch roof decE, flange and 1-1/2-inch fascia flange with 3/8-inch drip at lower- edge. Furnish its lengths of 10 feet. PART 3 - EXECUTION EXAMINATION OPMAP MEMO for compliance with requirements for substrates, installation tolerances, and other conditions affecting performance of Work: of this Section. Do not proceed with installation until unsatisfactory conditions have been corrected. PREPARATION ASPHALT SHINGLES 07311 - 3 Clean subst7natgs of projections and substances detrimental to application. Cover knotholes or other minor voids in substrate with sheet metal flashing secured with noncorrosive roofing nails. QR 4i•nsfe installation with flashiings and other adjoining work: to ensure proper sequencing. Do not install roofinnq materials until all vent stacks and other penetrations through roof sheathing have been installed and are securely fastened against movement. INSTALLATION AmEly with manufacturer's installation instructions and recommendations, but not less than recommended by "The NRCA Steep Roofing Manual.'' F_e 1 t U Eder 1 avm t : Apply one layer of felt under 1 ayment horizontally over entire surface to receive asphalt shingles, lapping succeeding courses a minimum of 2 inches, end laps a minimum of 4 inches, and hips and valleys a minimum of 6 inches. Fasten felt with sufficient number of roofing nails or noncorrosive staples to hold underlayment in place until asphalt shingle application. Install EpbQt shingjgs beginning at lower end with a starter strip of roll roofing or inverted shingles with tabs removed. Fasten shingles in pattern, with weather exposure, and using number of fasteners per shingle as recommended by manufacturer. Use vertical and horizontal chalk: lines or premark:ed underlaymeint to ensure straight coursing. gyf spo fit asphalt shingles at ridges and edges to provide maximum weather protection. Provide same weather exposure at ridges as specified for roof. Lap -shingles at ridges to stied water away from direction of prevailing wind. Fasteners at ridges shall be of sufficient length to penetrate sheathing as specified. Pai_teED: Match existing spacing offset. Flashing: install metal flashing_ as indicated and in accordance with details and recommendations of the "Asphalt Roofing" section of "The NRCA Steep Roofing Manual." ADJUSTING Feelace any damaged materials installed under this Section with new materials meeting specified requirements. END OF SECTION 07311 ASPHALT SHINGLES 07311 — 4 SECTION 072Q i = :; O I NT SEAL.r;NTS UK 1 _ GENET:;! . BA8 TED DOCUMENT General provisions of Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1 SUMMARY This Section includes joint sealants for the following locations: E_t.criar i2jpts in vgrtic l pU faggg and nontraffic horizontal surfaces as indicated below: Perimeter joints between materials listed above and frames of doors and windows. Other joints as required. Ii terzoE oii ts ii v i_tical sur acEs and horizontal nontraffic surfaces as indicated below: Perimeter joints of exterior openings where indicated. Tile control and expansion joints. Perimeter joints between interior wall surfaces and frames of interior doors, windows, and elevator entrances. Perimeter joints of toilet fixtures. Other joints as required. RF_la_ted_ Qgfions: The following Sections contain requirements that relate to this Section: PiyiRiRn i Spgjjqn "GypwyM Di_vw_t 1" for sealing concealed perimeter joints of gypsum board partitions to reduce sound transmission. DivinIgn F Secfiicp "j 1p" for sealing tile joints. SYSTEM PERFORMANCE REQUIREMENTS EnRyjgg r11st2mei_ic 2i-nt seolvDIE that have been produced and installed to establish and to maintain watertight and airtight continuous seals without causing staining or deterioration of joint substrates. JOINT SEALANTS 07901 - 1 Providp ARint apgIgnts for interior applications that have beer, produced and installed to establish and maintain airtight continuous seals that are water resistant and cause no staining or deterioration of joint substrates. QiLITY ASSURANCE InIQlIgrn QgE iflC_Qj nw: Engage an experienced Installer who has completed joint sealant applications similar in materiel, design, and extent to that indicated -for Project that have resulted in construction with a retard of successful in-service performance. DELIVERY, STORAGE, AND HANDLING Deliv-ern materials to Project site in original unopened containers or bundles with labels indicating manufacturer, product name and designation, color, expiration period for use, pat life, curing time, and mixing instructions for multicomponent materials. Sterne and handle materni.la in compliance with manufacturer's recommendations to prevent their deterioration or damage due to moisture, high or law temperatures, contaminants, or other causes. PROJECT CONDITIONS Qyiln2UMp ntal C2n4i1fynr: Do not proceed with installation of joint sealants under the following conditions: When ambient and substrate temperature conditions are outside the limits permitted by joint sealant manufacturer. When joint substrates are wet. 4g nt Width Cor_rdlQRDR: Do not proceed with installation of joint sealants where joint widths are less than allowed by joint sealant manufacturer for application indicated. Joint Substrate Conditions: Do not proceed with installation of joint sealants until contaminants capable of interfering with their adhesion are removed from joint substrates. EQE1 c - PRODUCTS MATERIALS, GENERAL Compatibility: Provide njoint sealants, joint fillers, and other related materials that are compatible with one another and with JOINT SEALANTS 07901 - 2 related materials that are compatible with one another and with joint substrates under conditions of service and application, as demonstrated by sealant manufacturer based on testing and field experience. 9212C_s_: Provide color of exposed joint sealants to comply with the_following: Prayv-ide colans to match existing. ELASTOMEFIC JOINT SEALANTS Elastomeric Sealant Standai^d: Provide manufacturer's standard chemically curing elastomeric sealants that comply with ASTM C 920. SOL'JENT_F:EL.EASE_CUFIPJG JOINT SEALANTS WEAK Sealant: Manufacturer's standard one -part, nonsag, solvent -release -curing acrylic terpolymer sealant complying with AAMA 808.3 or FS TT-S-00230 or both, with capability when tested for adhesion and cohesion under maximum cyclic movement per ASTM C 719, to withstand the following percentage change in joint width existing at time of application and remain adhered to joint substrates indicated for Project without failing cohesively: 7-1/2 percent movement in both extension and compression for a total of 15 percent. Butyl Ml K : Manufacturer's standard one -part, nonsag, solvent -release -curing, polymerized butyl sealant complying with ASTM C 1P85 and formulated with minimum,of 75 percent solids to be nonstaining, paintable, and have a tack: -free time of 24 hours or less. 8Y Table Fioducts: Subject to compliance with requirements, solvent -release -curing joint sealants that may be incorporated in the Work include, but are not limited to, the following: Aci_yl'ic SelIEDt: 60+Unicrylic," Pecora Corp. PTI 738," Protective Treatments, Inc. PTI 767," Protective Treatments, Inc. Mono," Tremco, Inc. Butyl Sealant: BC-158, " Pecora Corp. PTI 757," Protective Treatments, Inc. Sonneborn Multi -Purpose Sealant," Sonneborn Building Products Div., ChemRex, Inc. JOINT SEALANTS 07901 - 3 Tremco Butyl Sealant," Tremco, Inc. LATEX JOINT SEALANTS General: Provide manufacturer's standard one -part, nonsag, mildew -resistant, paintable latex sealant of formulation indicated that is recommended for exposed applications on interior and protected exterior locations and that accommodates indicated percentage change in joint width existing at time of installation without failing either adhesively or cohesively. Acrylic-Ernulsig n Sealant: Provide product complying with ASTM C 834 that accommodates joint movement of not more than 5 percent in both extension and compression for a total of 10 percent. Silicone Emulsion Sealant: Provide product complying with ASTM C 834 and, e::cept for weight lass measured per ASTM C 792, with-ASTM C 920 that accommodates joint movement of not more than 25 percent in both extension and compression for a total of 50 percent. Available Products: Subject to compliance with requirements, latex joint sealants that may be incorporated in the Warr include, but are not limited to., the fallowing: Acrylic -Emulsion Sealant: AC-20," Pecora Corp. Sonolac," Sonneborn Building Products Div., ChemRex, Inc. Tremco Acrylic Latex 834," Tremco, Inc. Silicone -Emulsion Sealant: Trade Mate Paintable Glazing Sealant," Dow Corning Corp. JOINT SEALANT BACKING General: Provide sealant backings of material and type that are nonstaining; are compatible with joint substrates', sealants, primers and other joint fillers; and are approved for applications indicated by sealant manufacturer based on field experience and laboratory testing. Plastic Foam Joint Fillers: Preformed, compressible, resilient, nonstaining, nonwaxing, nonextruding strips of flexible plastic foam of material indicated below and of size, shape, and density to control sealant depth and otherwise contribute to 'producing optimum sealant performance: Open -cell polyurethane foam. JOINT SEALANTS 07901 - 4 Closed -cell polyethylene foam, nonabsorbent to liquid water and gas, nonoutgassing in unruptured state. Proprietary, reticulated, closed -cell polymeric foam, nonoutgassing, with a density of 2.5 pcf and tensile strength of 35 psi per ASTM D 1623, and with water absorption less than 0.02 gms/cc per ASTM C 1083. Any material indicated above. Band --Breaker Tape: Polyethylene tape or other plastic tape as recommended by sealant manufacturer for preventing sealant from adhering to rigid, inflexible joint filler materials or joint surfaces at back of joint where such adhesion would result in sealant failure. Provide self-adhesive tape where applicable. MISCELLANEOUS MATERIALS Primer: Material recommended by joint sealant manufacturer where required for adhesion of sealant to joint substrates indicated, as determined from preconstruction joint sealant -substrate tests and field tests. Cleaners for Nonporous Surfaces: Chemical Cleaners acceptable to manufacturers of sealants and sealant backing materials, free of oily residues or other substances capable of staining or harming in any way joint substrates and adjacent nonporous surfaces, and formulated to promote optimum -adhesion of sealants with joint substrates. Masking Tape: Nonstaining, nonabsorbent material compatible with joint sealants and surfaces adjacent to joints. PART 3 _ EXECUTION EXAMINATION Examine 12ints indicated to receive faint sealants, with Installer present, far • compliance with requirements for joint configuration, installation tolerances, and other conditions affecting joint sealant performance. Do not proceed with installation of joint sealants until unsatisfactory conditions have been corrected. PREPARATION Surface Cleaning of Joints: Clean out joints immediately before installing joint sealants to comply with recommendations of joint sealant manufacturer and the following requirements: IJOINT SEALANTS 07901 - 5 Remove all foreign material from joint substrates that could interfere with adhesion of joint sealant, including dust, paints (except for permanent, protective coatings tested and approved for sealant adhesion and compatibility by sealant manufacturer), old joint sealants, c:iI, grease, waterproofing, water repellents, water, surface dirt, and frost. Clean concrete, masonry, unglazed surfaces of ceramic tile, and similar porous joint substrate surfaces by brushing, grinding, blast cleaning, mechanical abrading., or a combination of these methods to produce a clean, sound substrate capable of developing optimum bond with joint sealants. Remove loose particles remaining from above cleaning operations by vacuuming or blowing out joints with ail -free compressed air. Remove laitance and form release agents from concrete. Clean metal, glass, porcelain enamel, glazed surfaces of ceramic tile, and other nonporous surfaces with chemical cleaners or other means that do not stain, harm substrates, or leave residues capable of interfering with adhesion of joint sealants. INSTALLATION OF JOINT SEALANTS General: Comply with joint sealant manufacturer's printed installation instructions applicable to products and applications indicated, except where more stringent requirements apply. Sealant Installation Standard: Comply with recommendations of ASTM C 1193 for use of joint sealants as applicable to materials, applications, and conditions indicated. Acoustical Sealant Agglication Standard: Comply with recommendations of ASTM C 9-19 for use of joint sealants in acoustical applications as applicable to materials, applications, and conditions indicated. Installation of Sealant Backings: Install sealant backings to comply with the fallowing requirements: Install ,faint, fillers of type indicated to provide support of sealants during application and at position required to produce the cross -sectional shapes and depths of installed sealants relative to joint widths that allow optimum sealant movement capability. Do not leave gaps between ends of joint fillers. Do not stretch, twist, puncture, or tear joint fillers. Remove absorbent joint fillers that have became wet prior to sealant application and replace with dry material., JOINT SEALANTS 07901 - 6 1 Install band brEaF_e- toes between sealants where backer reds are not used between sealants and joint fillers or bate; of joints. Inatall2ti2n of Sealants: Install sealants by proven techniques that result in sealants directly contacting and fully wetting joint substrates, completely filling recesses provided for each joint configuration, and providing uniform, crass-sectionyl shapes and depths relative to joint widths that allow optimum sealant movement capability. Install sealants at the same time sealant backings are installed. Taoling of ru2nang Mimic: Immediately after sealant application and prior to time skinning or curing begins, tool sealants to farm smooth, uniform beads of configuration indicated, to eliminate air pockets, and to ensure contact and adhesion of sealant with sides of joint. Remove excess sealants from surfaces adjacent to joint. Do not use tooling agents that discolor sealants or adjacent surfaces or are not approved by sealant manufacturer. EEgyide gprgwyg ,point canfigui atia per Figure 5A in f ASTM C 1193, unless otherwise indicated. CLEANING Clean off vEppgs sealants or sealant smears adjacent to joints as wore: progresses by methods and .with cleaning materials approved by manufacturers of joint sealants and of products in which joints occur. PROTECTION Protect io_int ser.lan_ts during and after curing period from contact with contaminating substances or from damage resulting from construction operations or other causes so that* they are without deterioration or damage at time of Substantial Completion. If, despite such protection, damage or deterioration occurs, cut out and remove damaged or deteriorated joint sealants immediately so that and installations with repaired areas are indistinguishable from original work. END OF SECTION 07901 01 JOINT SEALANTS 07901 - 7 SECT I ON_0621 1 ___ FLUSH _WOOD _DOORS PART 1 - GENERAL RELATED DOCUMENTS: General provisions of Contract, including General and Supplementary Conditions and Division-1 Specification sections, apply to of this section. SUMMARY: Extent and location of each type of flush wood door is as required to replace existing damaged doors. TYees of doors required include the following: Solid core flush woad doors with woad veneer faces. Solid care flush woad door with hardboard faces. Hallow care flush woad doors with woad veneer faces. Hallow core flush doors with hardboard faces. DUALITY ASSURANCE: OuaIity_Sta•ndai_ds: Comply with the fallowing standards: NWWDA _Qua_lity_Stsnd!ti-d: I.S.1 "Industry Standard for Wood Flush Doors", of National Wand Window and Door Association NWWDA). AWI_Qualitv_Standards: "Architectural Woodwork: C!uality Standards", ii)clLtd ing Section 1300 "Architectural Flush Doors". of Architectural Woodwork: Institute (AWI) far grade of door , core Cal'IStrllCtlari, finish and Other rc?gl.11remCYltS exceeding those of NWWDS quality standard. PRODUCT _ DELIVERY_j._STORAGE,._AND_HANDLING: Protect doors during transit, storage and handling to prevent damage, sailing and deterioration. Comply with regUirements of referenced standards and recommendations of NWWDA pamphlet "Haw to Store, Handle, Finish, Install, and Maintain Wand Doors", as well as with manufacturer's instructions. Ident ify_eacb_daor_ with individual Opening numbers which correlate with designation system used on shop drawings for door, FLUSH WOOD DOORS r 08211 - 1 J frames and hardware,, using temporary, removable or concealed mar k: i ngs . PROJECT CONDITIONS: Conditlor, i fig: Do not deliver or install doors until conditions for temperature and relative humidity have been stabilized and will be maintained in storage and installation areas during remainder of construction period to comply with the following requirements applicable to project's geographical location: Referenced AWI quality standard Moisture Content". FART 2 - PRODUCTS MANUFACTURERS: including Section 100-S-3 Available Manufacturers: Subject to compliance with requirements, manufacturers offering door which may be incorporated in the work include, but are not limited to, the following: Solid Care_ Doors_ with Wood _Veneer _Faces: Algoma Hardwoods, Inc. Buell Door Company. Cal - Woad Door Div., Timberland Industries, Inc. Chappell Door Company. Doors, Incorporated. Eggers Industries, Architectural Door Division. Gay Doors, Inc. Glen - Mar Door Mfg. Co. Graham Manufacturing Corp. Ipik: Door Co., Inc. Mohawk: Flush Doors, Inc. Weyerhauser Company. Hollow _ Core _Doors: Cal - Wood Door Div., Timberland Industries, Inc. Glen - Mar Door Mfg. Co. Ipik Door Co., Inc. Weyerhauser Company. EXTERIOR FLUSH WOOD DOORS: Solid_ Core_ Doors_ for_ Oeague_Fi ish: Comply with the followinq requirements: FLUSH WOOD DOORS 08211 - 2 Match existing doors. INTERIOR FLUSH_ WOOD_ DOORS: Solid Core Doors _for _Oecq ze_Firii=_h: Comply with the fallowinu requirements: Match existing. Hollow_ Core_ Doors_ for_Opaque_Fir ish: Comply with the fallowing requirements: Match existing. FART 3 - EXECUTION i EXAMINATION• Examine _installed _door _frames prior to hanging door: Verify that frames comply with indicated requirements for type, size, location, and swing characteristics and have been installed with plumb jambs and level heads. Reject doors with defects. Do not_praceed with installation until unsatisfactory conditions have beenn corrected. INSTALLATION• Hardware: Match existing. 1 Job -Fit -Doors: Align and fit doors in frames with uniform clearances and bevels as indicated below; do not trim stiles and rails in excess of limits set by manufacturer or permitted with fire -rated doors. Machine doors for hardware. Seal cut surfaces after fitting and machining. Fitting_Clearances_far Nan -Rated Doors: Provide 1/8" at jambs and heads; 1/16" per leaf at meeting stiles for pairs of doors; and 1/8" from bottom of door to tap of decorative floor finish or covering. Where threshold is shown or scheduled, provide 1/4" clearance from bottom of door to tap of threshold. Field_Finish_ed_Doors: Refer to the fallowing for finishing requirements: t Division-9 section "Fainting". FLUSH WOOD DOORS 08211 - 3 ADJUSTING AND PROTECTION: 0 aeration: Reha g or replace doors which do not swing or operate freely. Finished Da m Refinish or replace doors damaged during installation. t F'ratect dacrs as recommended by door manufacturer to assure that woad doors will be without damage or deterioration at time of Subsequent Completion. END OF SECTION OB21 1 FLUSH WOOD DOORS 08211 — 4 SECTION ir852Q - ALUh11 AQN K I Npg§b EAK 1 - GEWER REBATED DOCUh'iAN General provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. This_ S_ec_tio_n in_clu_d_es_ residential -grade aluminum window units of the performance class indicated. Window types required include: I Double -hung windows. SYSTEM F'EF;FORMANCE REQUIREMENTS Gene_1: Provide aluminum window units that comply with performance requirements specified, as demonstrated by testing manufacturer's corresponding stack; systems according to test methods indicated. W gn AgnAngAn Comply with structural performance, air infiltration, and water penetration requirements indicated in AAMA 101 for type, grade, and performance class of window units required. Design wind v-glaci.ty at the project site is 100 mph. 1gQjDg: Test each type and size of required window unit through a recognized independent testing laboratory or agency, in accordance with ASTM E 330 for structural performance, with ASTM E 283- for air infiltration, and with ASTM E 547 for water penetration. Provide certified test results. Str_u_c_tu_ra_1 F'erformOgg: Provide window units with no failure r or permanent deflection in excess of 0.4 percent of any member's span after removal of the imposed load, for a positive ( inward) and negative ( outward) test pressure of 30 lbf/sq. ft. Air_ In_f_iltr_a_tian_: Provide units with air infiltration rate of not more than 0.37 cfm/ft. of operable sash joint for an inward test pressure of 1.57 lbf/sq . ft . Water Egnptration: Provide units with no water penetration as defined in the test method at an inward test pressure of 15 1 percent of the design pressure. ALUMINUM WINDOWS 08520 - 1 Condensation fesista'nce: Provide units, that have been tested for thermal performance in accordance with AAMA 1503.1 showing a condensation resistance factor (CRF) of 45. Thermal Transmittance_: Provide window units that have a U- value --ma ximum of0.65 DTU/hazer/sq, ft./deg F at 15-mph exterior wind velocity, when tested in accordance with AAMA 1503.1. Forced -Entry Resistance: Provide window units that comply with requirements for Performance Level 10 when tested in accordance with ASTM F 588. SUBMITTALS General: Submit the fallowing in accordance with Conditions of the Contract and Division 1 Specification Sections. Product data for each type of window required, including: Construction details and fabrication methods. Profiles and dimensions of individual components. Data on hardware, accessories, and finishes. Recommendations for maintenance and cleaning of exterior Sul -faces. Certification: Provide certification by a recognized independent testing laboratory or agency showing that each type, grade, and size of window unit complies with performance requirements indicated. QUALITY ASSURANCE Standards: Requirements for aluminum windows, terminology and standards of performance, and fabrication workmanship are those specified and recommended in AAMA 101 and applicable general recommendations published by AAMA. Single=Source Reseansib'ility: Provide aluminum window units from one source and .produced by a single manufacturer. PROJECT CONDITIONS Field Measurements: Check: actual window openings by accurate field measurement before fabrication. Show retarded measurements on final shop drawings. Coordinate fabrication schedule with construction progress to avoid delay of work. ALUMINUM WINDOWS 08520 - 2 PART 2 a PF;ODUCTS MANUFA91900 AVN1 AY Mdi_IuNCtul_eim Subject to compliance with requirements, manufacturers offering products that may be incorporated in the work include, but are not limited to, the following: Daub l e_ Ung (Single_ Ung _,told Tr i g l e_ Ung Known Kinco Ltd. Acorn Building Components, Inc. Alenco, Division of Redman Industries, Inc. Capitol Products Corporation. Catawba Window Systems, Inc. EFCO Corporation. Graham Architectural Products Corporation. Peerless Products, Inc. TRACO. MEMOO i aluminum Extrus 2Dq: Provide alloy and temper recommended by the window manufacturer for the strength, corrosion resistance, and application of required finish, but not less than 22,000-psi ultimate tensile strength and not less than 0.062 inch thick: at any location for main frame and sash members. Fasteners: Provide aluminum, nonmagnetic stainless steel, epoxy adhesive, or other materials warranted by the manufacturer to be noncorrosive and compatible with aluminum window members, trim, hardware, anchors, and other components of window units. E_opsed FA51coet_5: Except where unavoidable for application of hardware, do not use exposed fasteners. For application of hardware, use fasteners that match the finish of the member or hardware being fastened, as appropriate. At chgt sa Hippy too Window implsorign Fabricate anchors, clips, and window accessories of aluminum, nonmagnetic stainless steel, or hot -dip zinc -coated steel or iron complying with the requirements of ASTM b 433; provide sufficient strength to withstand design pressure indicated. Sli ii g=Type Weathet_sttAP20g: Provide woven pile weatherstripping of wool, polypropylene, or nylon pile and resin - impregnated backing fabric. Comply with AAMA 701.2. Provide stripping with integral center -line barrier fin of semirigid plastic sheet of polypropylene. ALUMINUM WINDOWS 08520 - 3 Sealant: For sealants required within fabricated window units, provide type recommended by the manufacturer for joint size and movement. Sealant shall remain permanently elastic, nonshrink:ing, and nonmigrating. Comply with Division 7 Section Joist Sealants" of these specifications for selection and installation of sealants. Glajs_Fiber Mesh InIpSI Scti_E.en: Provide 18 by 16 or 18 by 14 _ mesh of plastic -coated glass -fiber threads, waver and fused to farm a fabric mesh that is resistant to corrosion, shrinkage, stretch, impact damage, and weather deterioration. Comply with requirements of ASTM D 3656. HARDWARE PgOgEal : Provide the manufacturer's standard hardware fabr icatse i from aluminum, stainless steel, or other corrosion -resistant material compatible with aluminum and of sufficient strength to perform the function for which it is intended. Caunte_balai cing Mechanism: Comply with AAMA T02.2. Sash iE1knce Tv_pe: Concealed block and tackle type of size and capacity to hold sash stationary at any open position. ACCQQR I ES G_en_e_r_al: Provide the manufacturer's standard accessories that comply with indicated standards. Hsect ScrpRog: Provide insect screens for each operable exterior sash or ventilator. Locate screens on the inside or outside of the window sash or ventilator, depending upon window type. Design windows and hardware to accommodate screens in tight -fitting removable arrangement, with a. minimum of exposed fasteners and latches. Sc een F1_ame5: Fabricate frames of tubular -shaped extruded or formed aluminum members of 0.040-•inch minimum wall thickness, with mitered or roped joints and concealed mechanical fasteners. Finish frames to match window units. Provide removable PVC spline -anchor concealing the edge of the screen frame. SINGLE -HUNG WINDOWS iindaw Grade wD4 Cl±ss: Provide window units that comply with requirements of AAMA Grade and Performance Class R15, including operating farce and deglazing test requirements specified in AAMA 101, 09 ALUMINUM WINDOWS 08520 - 4 Ha.Provide_da}'e_Provide the following equipment and operating hardware: JaSf'! pai=iC_S: Manufacturer's standard type (2 per sash). dock:: Spring -loaded snap -type loch: on bottom rail of lower sash (2 per sash). Lift Ha.indle: Continuous integral sash lift bar on bottom rail of lower sash. FaE F:I Ci T I GN Gennal: Fabricate aluminum window units to comply with indicated standards. Include a complete system for assembly of components amid anchorage of window units. Provide units that are reglazable. without dismantling sash or vent i 1'ator framing. Prepare window sash or ventilators for glazing except where preglazing at the factory is indicated. Wee_G_h_Gle_5: Provide weepholes and internal passages to conduct infiltrating water to the exterior. Mullio__ns: Provide mullions and cover plates to match existing pattern, matching window units, complete with anchors for support to structure and installation of ,window units. Allow for erection tolerances and provide for movement of window units due to thermal expansion and building deflections, in the manner indicated. PraoAIN McKicatic n: Preglaze window units at the factory where possible and practical for applications indicated. Comply with glass and glazing requirements of the "Glass and Glazing" sections of these specifications and AAMA 101. FINISHES Gp' iier_al : Comply with NAAMM "Metal Finishes Manual" for recommendations relative to application and designations of finishes. Finish_ designa RDp prefixed by "AA" .conform to the system established by the Aluminum Association for designating aluminum finishes. k: cd Enamel FS.ini.Q: AA-C12C42Rlx (Chemical Finish: cleaned with inhibited chemicals: Chemical Finish: chemical conversion coating, acid chromate -fluoride -;phosphate pretreatment, Organic ALUMINUM WINDOWS OB520 - Coati.ino: as specified below). Apply baked enamel in comoliaince with paint manufacturer's specifications for cleaning, conversion coating, and painting. i QrC:ianic 0.tirtgS Thermosetting modified Dcr`y'lic enamel Grimer/t_pcoat system comglyinq with itiriMA 603.B e:: c pt with minimum dry film thickness of 1.5 fulls, medium glass. Gc+loi_: As selected by Architect from manufacturer's standard colors. FART 3 - EXECUTION I NSF'ECf I ON I gEagt oggnings before beginning installation. Verify that rough or masonry opening is correct. and .the sill plate is level. Masonry surfaces shall be visibly dry and free of excess mortar, sand, and other construction debris. INSTALLATION Comply with manufacturer' specifications and recDmmendati.o ns for installation of window units, hardware, operators, and other comoonents of the work:. gal Ir i ofyw pni tg RIUMP, level, and true to line, without warp GY- rack: of frames or sash. Provide Groper support and anchor securely in place. Separate aluminum and _ether corrodible surfaces from sources of corrosion or electrolytic action at points of contact with other materials by complying with the requirements specified under paragraph "Dissimilar Materials" in the Appendix to AA+MA 101. EEt sill TpQpEp and other members in a bed of compound or with joint fillers -or gaskets, as shownr to provide weathertight construction. Refer to the "Joi6t Sealer" sections of Division 7 for compounds, fillers, and gaskets to be installed concurrentlywith window units. Coordinate installation with wall flashings and other components of the work:. ADJU----- AH,iust. c+perating sasb and hardware to provide a tight fit at contact points and at weatherstripping for smooth operation and a. went+`iertight closure. ALUMINUM WINDOWS 08520 - 6 CLEAUI U9 Cl0@0 t Uminum amEigggg pi`oii+=y after installation of windows. Exercise care to avoid damage to protective coatings and finishes. Remove excess glazing and sealant compounds, dirt, and other :substances. Lubricate hardware and other moving parts;. C qED gjkgq of preglazed units promptly after installation of windows. Comply with requirements of the "Glass and Glazing'' section for cleaning and maintenance. PROTECTION Zi_iltit+. and iT2jDj2iD protection and ether precautions required through the remainderEder of the construc t i o" period, to ensure that, except for normal weathering, window units will be free of damage or deterioration at the time of Substantial Completion. END OF SECTION 06520 ALUMINUM WINDOWS 08520 - 7 SECTION _ z9E C>___C`,'F'SUt 1_Dh:YWALL PART 1 - GENERAL i RELATED_ DOCUMENTS General provisions of Contract, including General and Supplementary • Conditions and Division 1 Specification Sections, apply to work: of this section. SUMMARY: Extent of each type of gypsum drywall constructic'en required is repair of existing damaged walls and ceilings as required. This Section includes the following types of gypsum board construction: Gypsum board nail -attached to woad framing and furring members. Wood are are existing. DEFINITIONS• GYesum_Board _Construction _Terminology: Refer to ASTM C 11 and GA 505 for definitions -of terms for gypsum board construction not otherwise defined ' in this section or other referenced standards. QUALITY ASSURANCE: Match existing. DELIVERY,__STOF:AGE,_MND_HANDLING: Deliver materials in original packages, containers or bundles Gearing brand name and identification of manufacturer or supplier. Store materials inside under cover and keep them dry and protected against damage from weather, direct sunlight, surface contamination, corrosion, construction traffic and other causes. Neatly stack gypsum boards flat to prevent sagging. y Hand le_gyesc m_!2oards to prevent damage to edges, ends and surfaces. Do not bend or otherwise damage metal corner beads and trim. GYPSUM DRYWALL 09250 - 1 PROJECT CONDITIONS: Environmental _Ca_r_ditic-n_s,_General: Establish and maintain environmental conditions for application and finishing gypsum ! l board to comply with ASTM C 840 and with gypsum board manufacturer's recommendations. Minimum Room TemperaIUEps: For nonadhesive attachment of gypsum board to framing, maintain not less than 40 deg F (4 deg C) . For adhesive attachment and finishing of gypsum board maintain not less than 50 deg F (10 deg C) for 48 hours prior to application and continuously thereafter until drying is complete. VE1tilate building spaces to remove water not required for drying joint treatment materials. Avoid drafts during dry, hat weather to prevent materials from drying too rapidly. FART 2 - PRODUCTS MANUFACTURERS: 1- Available ___ Manufacturers: Subject to compliance with requirements, manufacturers offering products, which may be incorporated in the Work: include, but are not limited to, the following: Gypsum_Poards_and _Related _Products: GYesym_Wa.11board: ASTM C 36, and as follows: Type: Regular, unless otherwise indicated. T_yee: Type X for fire• -resistance -rated assemblies. Edges: Tapered. Thick1ess: 1/2", to match existing. Thickness: 5/8", to match existing. Available Products: Subject to compliance with requirements, products which may be incorporated in the Word, where Type X gypsum wallboard is indicated include, but are not limited to, the following: Gyprock Fireguard 'C' Gypsum board"; Domtar Gypsum Co. Fire -Shield G"; Gold Pond building Products Div., National Gypsum Co. SHEETROCK Brand FIRECODE 'C' Gypsum Panels"; United States Gypsum Co. - i Water__Reesistant_Gv_psum_L acF_:ing_Paard: ASTM C 630, and as follows: GYPSUM DRYWALL 09250 - 2 TYee: Regular, unless otherwise indicated. Thickness: 1!2 inch, where indicated. TRIM ACCESSORIES: Cornerbead_and_Edge Trim_ for Interior Installation: Provide corner beads, edge trim and control joints which comply with ASTM C 1047 and requirements indicated below: M_ate_r_ia_l; Farmed metal, plastic or metal combined with paper, with metal complying with the following requirements: Sheet steel coated with zinc by hot -dip o•r electrolytic processes, or with aluminum. i Edgg_trim_shapes indicated below by reference to designations of Fig. 1 in ASTM C 1047: LC Bead", unless otherwise indicated. Metal Cornerbead_and _Edgg_Trim for Exterior Ceilings: Comply with the fallowing requirements: Edge_tinim complying with ASTM C 1047, formed from rolled zinc, shape "LC" Dead per Fig. 1 unless otherwise required to repair damaged area. GYPSUM BOARD JOINT_ TREATMENT_ MATERIALS: General: Provide materials complying with ASTM C 475, ASTM C 84o. and recommendations of manufacturer of bath gypsum board a -rid joint treatment materials for the application indicated. Joint_Tape: Paper reinforcing tape, unless otherwise indicated. D!_ying_Type_Jaint Camec_unds: Factory -prepack -aged vinyl -based products complying with the following requirements for formulation and intended use. Reedy_Mi._:_Formulation: Factory -premixed product. Taeing_camgouind formulated for embedding tape and for first coat over fasteners and flanges of corner beads and edge trim. Topping_compound formulated for fill (second) and finish third) coats. A11 _euti_eose_comEound formulated for use as bath taping and tapping compound. MISCEI.LANEOUS_h1ATEFIALS: GYPSUM DRYWALL 09250 - 3 Gen rkl: Provide auxiliary materials for oypsum drywal3. construction which comply with referenced standards and the recommendations of the manufacturer of the gypsum board. Gv_p t.t r_r rd_Screws: ASTM C 1002. ASTM C 514. TEXTURE FINISH MATERIALS: Prirneti_: Of type recommended by manufacturer of texture finish. F'o 1 yst i_E_Fggreg ted_F i ni sr_f_a:__Cei 1 i gs : Manufacturer's standard proprietary product formulated with polystyrene aggregates for spray application, with surface burning characteristics of 25 per ASTM E 84, and in texture indicated. Ayailabl_F'i_a icts: Subject to ,compliance with requirements, polystyrene aggregated finishes which may be incorporated in the Work: include, but are not limited to, the following: IMPERIAL OT SPRAY Medium Texture-. Finish"; United States Gypsum Co. IMPERIAL CST SPRAY Coarse Texture Finish"; United States Gypsum Co. Perfect Spray Medium"; Gold Bond Building Products Div., National Gypsum Co. Perfect Spray Medium"; Gold Bored Wilding Products Div., National Gypsum Co. HK - EXEKTION EXAMINATION: Erni_e_urstrt to which drywall construction attaches or abuts, preset hollow metal frames; cast -in -anchors, and structural framing, with Installer present, for compliance with requirements for installation tolerances and other' conditions affecting performance of drywall construction. Do not proceed with installation until unsatisfactory conditions have been corrected. F'r'L I CAT I UN_APJD_F I N I SH Z P_dG_OF_G`{F'^a_UM_POAF;D1_GEPJEFt iL Cygs.um_f oard_Agg l i ca t i an_and_F i i i r i ti-g_Gtai d rd finish gypsum board to comply with ASTM C 540. Install and I GYPSUM DRYWALL 09250 - 4 Luca_te_exac sEd_et d-butt_c iti ts as far from center- of walls and ceilings as possible, and stagger not, less than 24 inches in alternate courses of board. across framing in the manner which minimizes the number of end -butt joints, and' which avoids end joints in the central area of Each ceiling. Stagger end joints at least 24 inches. Ii_Est.,ll_wall/aa_titio__bocrds in manner which minimizes the number of end -butt joints or avoids them entirely where passible. At stairwells and similar high walls, install board horizontally with end joints staggered over studs. Install_e_ets d_gyasum_baard with face side out. Do not install imperfect, damaged or damp boards. butt boards together for a light contact at edges and ends with not more than 1 / 16 inch open space between boards. Do not force into place. Located Either edge_at__i d ioints over supports, except in horizontal applications or where intermediate supports or gypsum board back -blocking is provided behind end joints. Position boards so that like edges abut, tapered edges against tapered edges and mill -cut or field -cut ends against mill -cut or field - cut ends. Do not place tapered edges against cut edges or ends. Stagger vertical joints over different studs on opposite sides of partitions. Attach_gvE um_baat_d to stael_studs so that leading edge or end of each board is attached to open (unsupported) edge of stud flange first. Att2Cri_gV Sum_tioal_d tG sltpElement rY_frami g_L d_block:ing provided for additionalsupportat openings and cutouts. Isoiata_ Qerimeter of non -load -bearing drywall partitions at structural abutments. Provide 1/4" to 1/2" space and trim edge with " U" bead edge trim. Seal joints with acoustical sealant. F1aa tina ConslEuctioD: Where feasible, including where recommended by manufacturer, install gypsum board over wood framing, with "floating" internal corner construction. Seaae_ faste_ers in gypsum boards in accordance with referenced gypsum board application and finishing standard and manufacturer' s recommendations. METHODS_ OF GYPSUM_ BOARD_ APPLICATION: Siti g1E_Cavet__AEal icatian: Install gypsum wallboard as follows. On_ gylings apply gypsum board prior to wall/partition board application to the greatest extent possible. GYPSUM DRYWALL 09250 - 5 On_partitions/w_aalls_8'_-1"_orless_ in_height apply gypsum beard horizontally ( perpendicular to framing); use maximum length sheets possible to minimize end joints. In__' dry_-areas install gypsum backing board or wallboard with tapered edges taped and finished to produce a flat surface. At_ showers,._tubs and similar- "wet" areas, install water- resistant gypsum backing board to comply with ASTM C 840 and recommendations of gypsum board manufacturer. Single-- Layer_Fasten n-gg_Methods: Apply gypsum boards to supports as follows: Fasten to wood supports with single nailing. INSTALLATION OF DRYWALL TRIM ACCESSORIES: Ge_ n_er_al: Where feasible, use the same fasteners to anchor trim accessory flanges as required to fasten gypsum board to the supports. Otherwise, fasten flanges to comply with manufacturer's recommendations. Install corner beads at external corners. Install_ metal_edge_1Eim whenever edge of gypsum board would otherwise be exposed or semi -exposed, and except where plastic trim is indicated. Provide type with face flange to receive joint compound except where "U-bead" (semi -finishing type) is indicated. Install " LC" bead where drywall construction is tightly abutted to other construction and back flange can be attached to framing or supporting substrate. Install " LK" bead where substrate is kerfed to receive long flange of trim. Install " L" bead where edge trim can only be installed after gypsum board is installed. Install U-type trim where edge is exposed, revealed, gask:eted, or sealant -filled (including expansion joints). Install U-bead where indicated, and where exterior gypsum board edges are not covered by applied moldings or indicated to receive edge trim with face flanges covered with joint compound. IL stall_clastic_edge_tr_im where indicated on wall panels at juncture with ceilings. Install_ control_joints at locations indicated, or if Trot indicated at spacings and locations required by referenced gypsum GYPSUM DRYWALL OT250 - 6 board application and finish standard, and approved by the Architect for visual effect - FINISHING OF -DRYWALL: General: Apply joint treatment at gypsum board jointer (bath directions), flanges of corner bead, edge trim, and control joints; penetrations; fastener heads, surface defects and elsewhere as required to prepare work: for decoration. Pr efill_gee»_,iaii ts and rounded or beveled edges, if any, using setting -type joint compound. A2glv_,aint_tage at joints between gypsum boards, except where trim accessories are indicated. Finish um _interigr_gXes_wa11board by applying the following joint compounds in 3 coats (not including prefill of openings in base), and sand between coats and after last coat: Embedding_2nq_First_Coat: Ready -mix drying -type all-purpose or taping compound. Fill (Second) Coat: Ready -mix drying -type all-purpose or topping compound. Finish _(Thi.rd)_Coat: Ready -mix drying -type all-purpose or topping compound. Finish_ exterior_gYesum_soffit_board by using setting -type joint compounds to prefill joints, embed tape, and to apply first, fill (second) and finish (third) coats; smooth each coat before joint compound hardens to minimize heed for sanding; sand between coats and after finish coat. Painting of exterior gypsum soffit board after finish coat has dried is specified in Division-9 Section "Painting." Base for Acoustical_ Tile: Where gypsum board is indicated as a base for adhesively -applied acoustical tile, install tape and 2- coat compound treatment, without sanding. Water -Resistant _Bac4,:ing_Board _Base for Ceramic _Tile: Finish joints between water-resistant bacE ing board with tape and setting -type joint compound to comply with gypsum board manufacturer's recommendations and installation standards referenced in Division-9 Section "Tile." Partial Finishing: Omit third coat and sanding on concealed drywall work which is indicated for drywall finishing or which requires finishing to achieve fire -resistance rating, sound rating or to act as air or smoke barrier. APPLICATION_ OF TEXTURE_ FINISH: GYPSUM DRYWALL 09250 - 7 Surfa.ce_f=r_zpai_ ti i__an _F'i_im _: Prepare and prime drywall and ether surfaces in strict accordance with texture finish manufacturer's instructions. Apply primer to all surfaces to achieve texture finish. Fi»i=h_Applic tic i: Mix and apply finish to drywall and other surfaces indicated to receive finish in _strict accordance with manufacturer's instructions to produce a uniform texture matching Architect's sample without starved spats or other evidence of thin application, and free of application patterns. F:emav_Liy tes:tut_e dra in s or avers rav from door frames, windows and other adjoining construction. PROTECTION: F'ravi.de final_2 at ctiai and maintain conditions, in a. manner suitable to Installer, which ensures gypsum drywall construction being without damage or deterioration at time of Substantial Completion. END Or SECTION 09250 GYPSUM DRYWALL 09250 — 8 SECT I.N 92i f , - ! I L.E F' ART 1 - GENERM R AMP DOCUMENTS General provisions of Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. SUMMARY This Section includes the following: Repair and replacement of damaged or missing glazed wall tile. Bg1k1ed Sections: The following sections contain requirements that relate to this Section: Div-isian S Spctian 2y1gg1iv-e pgMRIitian" for removal of existing tile. Uiv_isio_n 7 Section "Joint Sealers" fo? sealing of expansion, contraction,lcontrol, and isolation joints in tile surfaces. piyis 2n 9 SertipD "Gypsum Drywall" for cementitious backer units installed as part of gypsum wallboard systems. QUALITY ASSURANCE Sipg1E_Sc_urge REaeai-s__r i].ity f _. Ti E: Obtain each color,grade, finish, type, composition, and variety of tile from a single source with resources to provide products of consistent quality in appearance and physical properties without delaying progress of the Work:. Single_Sow Ce On Sitting k_iq Gr uling Ate_ials: Obtain ingredients of a uniform quality from one manufacturer for each cementitious and admixture component and from one source or producer for each aggregate. malt le_ Engage ap experienced installer who has successfully completed tile installations similar in material: design, and extent to that indicated for Project. BOOMVcM STOR' A AND Linn I NG TILE 09300 - 1 Deliver and stare packaged materials in arictinal containers with seals unbroken and labels intact until time of use. Comply with requirement of ANSI A137.1 for labeling sealed tile packages. Prevent damage of contamination to materials by water, freezing, foreion matter, and other causes. PROJECT CONDITIONS Maintain environmental conditions and protect warp during and after installation to comply with referenced standards and manufacturer's printed recommendations. Maintain temperatures at 50 deg F (10 deg C) or more in tiled areas during installation and for 7 days after completion, unless higher temperatures are required by referenced installation standard or manufacturer's instructions. EXTRA MATERIALS Deliver extra materials to Owner. Furnish extra materials that match products installed as described below, packaged with protective covering for storage and identified with labels clearly describing contents. PART 2 - PRODUCTS MANUFACTURERS Available ManUfactur_ers: Subject to compliance with requirements, manufacturers offering products that may be incorporated in the Work: include, but are not limited to, the fallowing: Glazed Wall Tile: American Marrazzi Tile, Inc. American Olean Tile Co., Inc. Buchtal Corp. USA Dal -Tile Corp. International American Ceramics/Laufer Mid -State Tile Co. Monarch Tile ManUfacturiiiq, Inc. Summitville Tiles, Inc. United States Ceramic Tile Co. Villeroy & Epoch (U.S.A.) Inc. Werczel Tile Co. of Florida Latex -Emulsion -Eased Latex -Portland Cement Mortars: TILE 09300 - 2 American Olean Tile Co., Inc. uoiardi Products Corp. Bostik: Construction Products Div. Custom Building Products C-cure Chemical Co. DAP Inc. Div.; USG Corp. L & M Mfg. Inc. L aticrete International Inc. Mapei Corp. Southern Grouts u Mortars, Inc. Summitville Tiles, Inc. Syracuse Adhesives Co. wDY _C1E OVIR Tile SettAg Eeom y Fdbmiym: American Olean Tile Co., Inc. Atlas Minerals &'Chemicals, Inc. Summitville Tiles, Inc. Commel_ Y OMAN NROTH Owls: American Olean Tile Co., Inc. Bostik Construction Products Div. Custom Buildings Products C- Cure Chemical Co. L & M Mfg. Inc. Southern Grouts & Mortars, Inc, Syracuse Adhesives Co. YEA- 0 Emu l s i g»s HE Late_ -Pad INN AMPH MCI: American Olean Tile Co., Inc. Boiardi Products Corp. Bostik: Construction Products Div. Custom Building Products C- Cure Chemical Co. DAP Inc. Div.; USG Corp. L & M Mfg. Inc. Laticrete international Inc. Mapei Corp. Southern Grouts & Mortars, Inc. Summitville Tiles, Inc. Syracuse Adhesives Co. PRODUCM GENERAL ygj Stanching fof_ Cvr§rnic Tile: , Comply with ANSI A137.1 American National Standard Specifications for Ceramic Tile" for type_, compositions, and grades of tile indicated. Furnish tile complying with "Standard Grade" requirements unless otherwise indicated. TILE 09300 - 3 ColorE,_ "REcures, and Patterns: Where manufacturer's standard products -arc indicated for tile, grout, and other products requiring selection of colors, surface textures, patterns, and other appearance characteristics, provide specific products or materials compling with the following requirements: Match existing tile. MoldntiDg: Where factory -mounted tile is required, provide back: - or edge -mounted tile assemblies as standard with manufacturer unlessanothermounting method is indicated. Where tile is indicated for installation in swimming pools, on exteriors or in wet areas, do not use back:- or edge -mounted tile assemblies unless tilt manufacturer specifies that this type of mounting is suitable for these kinds of uses and has been successfully used on other projects. TILE PRODUCTS Glkzed Wall Tile: Provide flat tile complying with the following requirements: As required to crutch existing. Trim_ Units: Provide tile trim units to match characteristics, of adjoiningflattile and to comply with following requirements: As required to match existing. Accessories far Glazed Wall T_ile_: Provide vitreous china accessories of - type -and size indicated and in color and finish to match adjoining glazed wail tile. One soap holder for each shower and tub indicated as required. One roll paper holder at each water closet as required. WATERPROOFING FOR THINSET TILE INSTALLATIONS Pal•yet Y12Dc Sheet Manufacturer's standard proprietary product consisting of composite sheets, 60 inches wide by a nominal thickness of 0.030, composed of an inner layer of chlorinated polyethylene sheet faced on both sides with laminated high - strength nonwoven polyester material, designed for embedding in latex-portland cement mortar, and as substrate for latex-portland cement mortar setting bed. Av-a 1012 Py_oducts: Subject to compliance with requirements, products which may be incorporated in the Work: include, but are not limited to, the following: TILE 09300 - 4 Pc, l yeVhv 1er-e Sheet Waterproofing: Nobleseal TS"; Noble Co.(distribUted by H.S. Fuller Co.) SETTING MATERIALS Portland Cement Mortar Installation Materials: Provide materials complying with ANSI A108.1 and as specified below. gLpg!nded Metal Lath: Provide diamond mesh lath complying with ASTM C 847 far requirements indicated below: Ease Metal and Finish for Exter ior. Applications:Fabricate l.th from zinc -coated (galvanized) steel sheet. Canfiguratian over Studs and Furring: Flat. CanfigUi_ation Over Solid Surfaces: Self -furring. Weight: 3.4 psf. Late —Portland Cement Mortar: ANSI A118.4, composition as follows: Water -Cleanable Tile - Setting Epo_y Adhesive: ANSI A118.3. GROUTING MA-rERIALS Latex -Portland Cement Grout: ANSI A118.6, color as indicated, composition as follows: Pi_eR!RgL2ge9 qKY grout mix composed of Portland cement, graded aggregate, and the following dry polymer additive in the farm of a reemulsifiable powder to which only water is added at job site. pry _PolvLT! cr Fdditiv_e: Ethylene vinyl acetate. Dry EE,.1ymer Additiv- e: Polyvinyl acetate or ethylene vinyl acetate.- __ _ Late_ additive (water emulsion) serving as replacement for part or all of gauging water, added at jab site with dry grout mixture, with type of latex and dry grout mix as follows: Latex:, Type: Manufacturer's standard. P!:y PEOUt Mixture: Dry -set grout specified or supplied by latex additive manufacturer. Use later: additive without retarder with dry -set grout. Application: Use dry -set grout.combined with late:: additive for grouting joints in glazed wall tile. TILE 09300 - 5 Di-y Grout AjEjuf g: Commercial portland cement specified or supplied by latex additive manufacturer. RRIK ARP : Use commercial portland cement grout combined with latex additive for grouting "joints in floor tile unless otherwise indicated. Dti_y_ GK out Mi._tuti_g: An an -the -job -mixture of white or gray portland cement and white or colored fine graded aggregate that complies with latex additive manufacturer's requirements. ELASTOMERIC SEALANTS G_en__er_al: Provide manufacturer's standard chemically curing, elastomeric sealants of base polymer indicated that comply with requirements of Division 7 Section "Joint Sealers," including ASTM C 920 as referenced by Type, Grade, Class, and Uses. Menu Provide colors of exposed sealants to match colors of grout in tile adjoining sealed joints unless otherwise indicated. Dne_Part Mildew_ -Resistant SillgR g Qt1Ant: Type S; Grade NS; Class 25; Uses NT, G, A, and as applicable to nonporous joint substrates indicated, O; formulated with fungicide, intended for sealing interior ceramic tile joints and other nonporous substrates that are subject to in-service exposures of high humidity and temperature extremes. dgjiipaE t Pourable Unpthane SealaQ fen Q2 T_: Type M; Grade P; Class 25; Uses T, M, A, and as applicable to joint substrates indicated, 0. Avai.lable__ Pr_a_d__uc_ts: Subject to compliance with requirements, products which may be incorporated in the Work: include, but are not limited to, the following: One_NfA Mild.pw_Fesi.staK Silicone SeMM: Dow Corning 786"; Dow Corning Corp. SCS 1702"; General Electric Co. 863 #345 White"; Pecora Corp. Rhodorsil 6B White"; Rhone-Pouleqc Inc. Proglaze White"; Tremco Corp. Mu1tiea_t Paurab1e Ui-e Ang MAN: Chem -Cal 550"; Bostik Construction Products Div. Vulk:em 245"; Mameco International, Inc. Urexpan NR-200" ; Pecora Corp. THC-900" ; Tremco Corp. TILE 09300 - 6 M I X I Ng MOF:T(` 9 AND 9EQUT Mix mortars and grouts to comply with requirements of referenced standards and manufacturers including those for accurate proportioning of materials, water, or additive content; type of mixing equipment, selection of mixer speeds, mixing containers, mixing time, and other procedures needed to produce mortars and grouts of uniform quality with optimum performance characteristics for application indicated. FART 3 - EXECUTION EXAMINATION E>gMIDR substrates and aEpks where tile will•ere installed, with Installer present, for compliance with requirements for installation tolerances and other conditions affecting performance of -installed tile. Verify that substrates for setting tile are firm, dry, clean, and free from ail or waxy films and curing compounds. Verify that installation of grounds, anchors, recessed frames, electrical and mechanical units of work:, and similar items located in or behind tile has been completed before installing tile. Q nqj pnacpQ with installation_ until unsatisfactory conditions have been corrected. INSTALLATIONS GENERAL ANSI Tile Ii_rstKla ARD StaDAY: Comply with parts of ANSI 108 series of the installation standards included under "American National Standard Specifications for the Installation of Ceramic Tile" that apply to type of setting and grouting materials and methods indicated. TCA IngQ11vtiRD GuidtlinpE: TCA "Handbook: for Ceramic Tile Installation"; comply with TCA installation methods indicated. E_ jpnd_ tile work: into recesses and under or behind equipment and fixtures to farm a complete covering without interruptions except as otherwise shown. Terminate work neatly at obstructions, edges, and corners without disrupting pattern or joint alignments. QgUI_ lgly form intersections and returns. Perform cutting and drilling of tile without marring visible surfaces. Carefully grind cut edges of tile abutting trim, finish, or built-in items for straight aligned joints. Fit tile closely to electrical TILE 09300 - 7 outlets, piping, fixtures, and other penetrations so that plates, collars, or covers overlap tile. 1201ing E211T_D: Unless otherwise shown, lay the in grid pattern. Align joints when adjoining tips on floor, ruse, walls, and trim are same size. Lay out file wore: and center tile fields in both directions in each space or on each wall area. Adjust to minimize tile cutting. Provide uniform joint widths unless otherwise shown. For tile mounted in sheets, make joints between tile sheets same width as joints within tile sheets so that extent of each sheet is not apparent in finished work:. Prepare joints and apply sealants to comply with requirements of Division 7 Section "Joint Sealers." Grout •tile to comply with the requirements of the following installation standards: Far cti_amic the grouts (sand-portland cement, dry -set, commercial portland cement, and lateen-portland cement grouts), comply with ANSI A108.10. At 02wei_s1 tubs mpg similar_ apt crest, install cementiti.ous backer units and treat joints to comply with manufacturer's instructions for type of application indicated. WALL TILE INSTALLATION METHODS I7ista11 types of tilq as required to match existing. CLEANING AND PROTECTION 90aning: Upon completion of placement and grouting, _lean all ceramic the surfaces so they are free of foreign matter. Rgrrioye lelparpgi_tl Y gwpnt grout residue from tile as soon as passible. F_in_is_h_E_•d_ T_il._e Work:: Leave finished installation clears and free of cracked, chipped, brok:en, unbonded, and otherwise defective tile work. Prov_ire final R gtectioD and maintain conditions in a manner acceptable to manufacturer and installer that ensures that tile is without damage or deterioration at time of Substantial Completion. END OF SECTION i >43 () TILE 09300 - 8 SECTION h9666 - SHEET VINYL FLOOR COVERINGS FART 1 _ GENERAL RELATED DOCUMENTS General provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. SUMMARY This Section includes the fallowing: Sheet vinyl floor coverings without backing. Sheet vinyl floor coverings with fibrous backing. Sheet vinyl floor coverings with foamed plastic backing. Any of the above as required to match e::isting. SUBMITTALS General: Submit the following in accordance with Conditions of Contract and Division 1 Specification Sections. Product data for each type of product specified. Certification by floor covering manufacturer that products supplied for installation comply with local regulations controlling use of volatile organic compounds (VOC's). Samples for initial selection purposes in farm of manufacturer's color charts consisting of actual sections of sheet vinyl floor coverings showing full range of colors and -patterrns available for each different product indicated: Installer certificates signed by floor covering manufacturer certifying that Iinstallers comply with requirements specified under "Duality Assurance" article. Maintenance data for sheet vinyl floor coverings, to include in the Operating and Maintenance Manual specified in Division 1. QUALITY ASSURANCE In_stallei_ Qualifications: Engage Installer that is certified by floor covering manufacturer as competent in the technique for heat -welding seams. SHEET VINYL FLOOR COVERINGS 09666 - 1 7 Si rigl.e-ScIurce Responsibility for Sheet _Vinyl Floor Cover i nos: Obtain each type, color, and pattern of sheet vinyl fIoor covr_rinr from a single source with resources to provide products of conSiSterit Qua Iit'v in appearance and physical properties without delaying progress of the Work:. DELIVERY, STORLAGE,_ AND LIANDL I P_G I7E11VEY Sfiee'i vinyl floor gRygEings and installation accessories to Project site in original manufacturer's unopened cartons and containers, each bearing names of product and manufacturer, Project identification, and shipping and handling instructions. Stare flooring materials in dry spaces protected from the weather with ambient temperatures maintained between 50 deg F (10 deg C) and 90 deg F (32 deg C) . Move sheet - vvvi-ny1 floor coverings and installation accessories into spaces where they will be installed at least 48 hours in advance of installation. PROJECT CONDITIONS Maintain a minimum ter EgEEture of 70 deg F (21 deg C) in spaces to receive sheet vinyl floor coverings for at least 48 hours prior to installation, during installation, and for not less than 48 hours after installation. After this period, maintain a temperature of not less than 55 deg F (13 deg C). Do not install sheet vinyl flair_ cc•'-veri ngs until they are at the same temperature as the space where they are to be installed. Close spaces to traffic while installing sheet vinyl floor- cover- i ng . SEQUENCING AND SCHEDULING Install sheet vinyl flair cz ygKings said accessorries after other finishinq operations, including painting, have been completed. EXTRA MATERIALS Deliver extra materials to Owner. Furnish extra materials matching products installed as described below, packaged with protective covering for storage and identified with labels clearly describing contents. FART 2 - PRODUCTS SHEET VINYL FLOOR COVERINGS 09666 - 2 MANUFACTUF:ERS KwAvAlp P_r_aOM: Subject to compliance with requirements, sheet vinyl floor coverings that may be incorporated in the Work: include, but are not limited to, the products specified in each Product Data Sheei at end of this Section. SHEET VINYL ELOOF COVERINGS: As required to equal existing sheet vinyl floor covering. T_yag I Unbac4_:ed Syet Vinyl Floor Cayer_i,_ngs: Products complying with ASTM F 1303, Type I, except for backing requirements, and with requirements specified in Type I Unback:ed Sheet Vinyl Floor Covering Product Data Sheet at end of this Section. Tyep I Sheet Vinyl E12ar Caye_ings wi b Agk:ing: Products complying with ASTM F 1303, Type I, and with requirements specified in Type I Sheet Vinyl Floor Covering Product Data. Sheet at end of this Section. Twee II Unt+ gLpq Sheet Vinyl Elam_ gRyenings: Products complying with ASTM F 1303, Type II, except for backing requirements, and with requirements specified in Type II Unback:ed Sheet Vinyl Floor Covering Product Data Sheet at end of this Section. Type II Sheet Vinyl Floe_ Cayerineg with bagLcing: Products complying with ASTM F 1303, Type II, and with requirements specified in Type II Sheet Vinyl Floor Covering Product Data Sheet at end of this Section. _ INSTALLATION ACCESSORIF_S Co_ngrete Slop Pi_ mgr: Nonstaining type: as recommended by flooring manufacturer. Ingy, lay, Under_lay1pnt_s Eno y1ghing 4ameounds; Late:: -modified, portland-Cement-based- formulation provided or approved, by fluor covering manufacturer for applications indicated. Adhesives iCemgQQ; Water-resistant, stabilized type as recommended by manufacturer to suit sheet vinyl floor covering products and substrate conditions indicated. Seem Spahr: Formulation provided or approved by floor covering manufacturer for products indicated. Match field color of sheet vinyl floor covering. FART 3 - EY.ECUTION SHEET VINYL FLOOR COVERINGS 09666 - 3 EXAMI Q1I Ord GC.i EM: Examine areas where installation of sheet vinyl floor coverings will occur, with Installer present, to verify that substrates and conditions are satisfactory for installation and comply with floor covering manufacturer's requirements and those specified in this Section. Coungip SubflMEM Verify that concrete slabs comply with MSTM F 710 and the fallowing: Slab substrates are dry and free of curing compounds, sealers, hardeners, and other materials whose presence would interfere with bonding of adhesive. Determine adhesion and dryness characteristics by performing bond and moisture tests recommended by floor covering manufacturer. Subfloors are free of cracks, ridges, depressions, scale, and foreign deposits of any kind. Rai_ wand subfloaf_s verify the fallowing: Underlayment surface is free of surface irregularities and substances with potential to interfere with adhesive band, show through surface, or stain sheet vinyl floor coverings. PR not proceed with irst_;llnti2n until unsatisfactory conditions have been corrected. FREPARAT I Ord G2ner9l: Comply with manufacturer's installation specifications to prepare substrates indicated to receive sheet :vinyl floor coverings. Use jEgV@lc'+.L1? 1=ypling And Fiwfgting c2TRRUQ1 per floor covering manufacturer's direction to fill cracks, holes, and depressions in substrates. Remov-e coatiingsx ingluding curing comgoUtings, and other substances that are incompatible with flooring adhesives and that contain soap. wax, oil, or silicone, by using a terrazzo or concrete grinder, a drum sander, or a polishing machine equipped with a heavy-duty wire brush. Pi 22D on v-aguum glean_ substrates to be covered by sheet vinyl floor coverings immediately before installation. Following cleaning, examine substrates to determine if there is visually any evidence of moisture, alkaline salts, carbonation, or dust. SHEET VINYL FLOOR COVERINGS 09666 - 4 i WHY g2un tE sidb pEjpgr_, if recommended by flooring manufacturer, prior to application of adhesive. Apply according to manufacturer's directions. I U-16_ATIOPJ Wwml: Comply with sheet vinyl floor covering manufacturer's installation, instructions and other requirements indicated that are applicable, to each type of floor covering installation included in Project. Lay o_Llt sheet vinyl floor_ coy -@rings to comply with the following requirements: - Maintain uniformity of sheet vinyl floor covering direction. Arrange for a minimum number of seams and place them in inconspicuous and low traffic areas, but in no case less than 6 inches away from parallel Joints in flooring substrates. Match edges of resilient floor coverings for color shading and pattern at seams. Avoid cross seams. Scribes cuty and fit sheet vinyl floor coverings to butt tightly to vertical surfaces, permanent fixtures, and built-in furniture, including cabinets, pipes, outlets, edgings, thresholds, and nosings. E:; Ey sheet vinyl floor coyer ings into toe spaces, door reveals, closets, and similar openings. In_tall sheet _vinyl floor coyer-ings gn gpyen s for telephone and electrical ducts, and similar items occurring within finished floor areas. Maintain overall continuity of color and pattern with pieces of flooring installed on these covers. Tightly adhere edges to perimeter of floor around covers and to coven. Fdherg shegt yinyl f ppn co_v_er_i_ngs to flooring substrates bymethodapprovedbyfloorcoveringmanufacturer. Produce completed installation without open cracks, voids, raising and puckering at Joints, telegraphing of adhesive spreader marks, or other surface imperfections. i Comply with floor covering manufacturer's directions including those for trowel notching, adhesive mixing, and adhesive open and working times. ChpTically Qng seams in sheet vinyl floor coverings where this seaming method is -indicated. Prepare seams and apply seam sealers to produce tightly fitted seams without gaps or overlaps. SHEET VINYL FLOOR COVERINGS 09666 - 5 Hand i_.all S.hect yjnyj fj2gE ggyR ng in bath directions from center out to embed floor coverings in adhesive and eliminate trapped air. At walls, door casings, and other locations where access by roller is impractical, press floor coverings firmly in place with flat -bladed instrument. CLEANING AND PROTECTION Ep fai_m lbp Q112ying RRRnQiOnE immediately after installing sheet vinyl floor coverings: EpMgy_R visible wgtgs i ve and other surface blemishes using cleaner recommended by floor covering manufacturers. Sweep ar yacuum floor thoroughly. Da not wksh floor until after period recommended by floor covering manufacturer. Qm2_m22 HUE to remove black marks and soil. FinOtect f122ring against mars, marks, indentations, and other damage from construction operations and placement of equipment and fixtures during remainder of construction period. Use protection methods indicated or recommended by floor- covering manufacturer. Coyer attet •_vinyl flaar gav_erings with undyed, untreated building paper until inspection for Substantial Completion. Da net mav-e hegyy_ and sharp gbi.ects directly over sheet vinyl floor coverings. Place plywood or hardboard panels Over floor coverings and under objects while -they are being moved. Slide or roll objects over panels without moving panels. END OF SECTION Q9666 SHEET VINYL FLOOR COVERINGS 09666 - 6 SECT I-QU QHIPQ - CAE P ET ME! 1 - GENEp:N RELATED DOCUMENTS General provisions of Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. SUMMAR'f This Section ingjQes carpet, installation, accessories, and cushion. SUM TTALS On2ra1: Submit the following in accordance with Conditions of Contract and Division 1 Specification Sections. En2Qpct data for each type of carpet material and installation accessory required. Submit written data on physical characteristics, durability, resistance to fading, and flame resistance characteristics:. Sam[r1Fa far v_rificr tian oui posts in manufacturer's standard size, showing full range of color, texture, and pattern variations expected. Prepare samples from same material to be used for the Wort:. Submit the following: 12-inch-square samples of each type of carpet material required. 12-inch-long samples of each type exposed edge stripping and accessory item. 6-inch-square samples of Each type of carpet cushion. 29M I TY ASSUYAN Ma_nu_f_ac_tur__er's_ G!u_alif_icatio_n: Firm whose carpet materials comply with "Use of -Materials ^Bulletin UM-44C" published by U.S. Department. of Housing and Urban Development (HUD) and are currently listed in HUD "Certified Products Directory" and so identified by imprint on back: of carpet. CErppt Surfar_E pyEning Provide carpet identical to that tested for the fallowing fire performance CARPET 09680 - 1 characteristics,per test method indicated below, by UL or other testing and inspecting organization_ acceptable to nutho-ities; having jurisdiction. Identify carpet with appropriate markings of applicable testing and inspecting organization. Test Mett2gg.: DOC FF 1-70. F.a Qg: Pass. 09hion 5UEHM EiuEM% Char2919ristigg: Provide carpet cushion identical to that tested for the fallowing fire performance characteristics, per test method indicated below, by UL or other testing and inspecting organizations. acceptable to authorities having jurisdiction. Identify carpet cushion with appropriate markings of applicable testing and inspecting organization. Test Method• Rating: Pass. DOC FF 1-70. T991 Method: ASTM E E4. Flmme Seretd: 25 or less. 0&2 DeYe l oped : 450 or less. DELIVERY, STORAGE,_ AND HAUPL I Q Deliygr materials to project site in original factory wrappingsandcontainers, labeled with identification of manufacturer, brand name, and lot number. Stare materials in original undamaged packages and containers, inside well -ventilated area protected from weather, moisture, soilage, extreme temperatures, and humidity. Lay flat, blocked off ground. Maintain minimum temperature of 69 deck F (20 deg C) at least three days prior to and during installation in area where materials are stared. PROJECT 99N I T I (7 5 EXTRA MATERIALS Uel.iv_er taint swisK .,ols to Owner. Furnish extra materials matching products installed as described below, packaged with protective covering for storage and identified with .labels describing contents. Qi_Qet: Before installation begins, furnish quantity of full width for each type of material equal to 5 percent of amount installed. CARPET 096BO - 2 PART •2 - PRODUCT' MANUFACTURERS Avai lable M ii_uf'a*cture s: Subiect to compl iance with requirements, manufacturers offering products that may be incorporated in the Work: include, but are not limited to. the following: C-afpJe•t Gushi.ori: Chris Craft Industries, Inc. D i :, i e Manu I'ac tur i rig Co. I E. R. Carpenter Co., Inc. General Felt Industries, Inc. Ludlow Carpet Cushion. Olin Corp., Omalon Carpet Foundation. Sponge Cushion Inc. Uniroyal, Inc. Carpet: See Data Sheets at the end of this Section. CARPET CUSHION Cushion Type: ?ebOnd Density: 5.0 pcf plus or mines 5 percent. Thicl::tress: 1 /2 inch plus or minus 1/32 inch. ACCESSORIES Tac_:less Cart StiiR2i-ng: Water-resistant plywood in strips. 3/8— inch or S/32-inch thick:, as required to match cushion) thickness: 2 rows or 3 rows, as indicated ii'1 Part 3 below. of angular pins pro trudinq from top, designed to grip and hold stretched carpet at bacl.:ing. CairpEt Edge Guard: Aluminum with fold -down edge and concealed gri.pper teeth; minimum 1-1/2-inch-wide purSChied Ganchoracie flange; mininIum 5/8-inch-wide -fold flange. Anodized aluminLAIVI finish, manufacturer's standard colors. Finish: Hammered texture. Seaming Cement: Hat -melt adhesive tape. or similar product CARPET 0966U - 3 recofTim ndid by carpet manufacturer for taping seams and buttirig cut edges at backing to farm secure seams and to prever t F le loss at seam_. C rFiFt iadhesive: Water resistant and as recommended by carpet frlaf7ufactu.rer to comply with flammability requir emF•nts for installed carpet. Cushion Adhesive: Manufacturer's recommended mi ldew-resistant adhesive, produced expressly for use with selected carpet cushion on substrate. PART 3 - EXECUTIO14 PREPARATION Patch holes and level to a smooth 'surface. If previous finish chemically stripped, reseal concrete. Seal powdery or porDUS Surfaces with sealer recommended by carpet manufacturer. Patch holes and cracks. Sand to level. Remove wax,. Seal surface with sealer recommended by carpet manufacturer. INSTALLATION Camel_y with manufacturer's recommeyidEttio'ris for seem locations and direction of carpet; m_intain uti-liformity of carpet direction and lay of pile. At docorways, center seams under door in closed position; do not place seams perpendicular to door frame, in direction of traffic through doorway. Ao not bridge bui'].dinq expansion joiTlts with Continuous carpet. Extend carpet Under removable flanges and furnishings and intr_. alcoves and closet: of each space. Provide cutOUts where required, and bind cut edges where not concealed by protective edge guards or overlapping flanges. Install carPet edge guai_d where edge of carpet is exposed; anchor guards to substrate. Install cushion seams at SO -degree atingle with carpet seams. Place cushion face up as recommended by cushion manufacturer. Apply minimum 2-inch fabric -type adhesive tape on cushion seams. In ramped floor areas, increase anchorage or adhesive. Bond carpet cushion to substrate. Install with pattern parallel to walls and borders. Install careet by trimming edges, butting cuts with seaming CARPET 096BO - 4 cement, and taping and/or _.ewino seams to provide sufficient strength for stretching and continued stresses during life off. carpet. Kgjq l CcEpQ to provide smooth, rip ,le:-fi'E:•e% taut:' trim edoes; secure to stripping and conceal behind edge of stri.puingC Use power stretcher where carpet length is greater than 20 feet. CLE:RN I NG F:Emgve adhesive from carpet recommended cleaning agent. surface with manufacturer's QpRye aDd d i. spore of debris and unusable scraps. Vacuum with commercial machine with face -beater element. Remove soil. Replace carpet where soil cannot be removed. Remove protruding face yarn. yogyum carpet - PROTECTION Provide jinal irotectipp and maintain conditiops, in a rtiti'iiner acceptable to manufacturer and installer, to ensure carpet is not damaged or deteriorated at time of Substantial Completion. CF EEM SC:HEUUI_E Provide carpet as Scheduled on the following "Data Sheets.'' Tl1FTEI? CAR FUS I Clad-1:C1N7F_D CF F:F'Ef TiATA SHEET G«rpet_TY:Ce_1: Face_Con=.tructic,n: Contindous Filament FacE._Fibfr: Nylon. Gauge: 1/8 inch. Stitches: 8.5 per inch. F:ile_Height: 0.2/6 inch. Sur HOP-F' i l e_1R—A : 26 ounce. Fi- i mary_PPA-0g : Woven Polypropylene. SecoMry_Bsc}:. ng: Woven Polypropylene. CARPET ' 09680 - Width: I' feet:. F:L_'__ft,rrr1ai-)ce_Lhsi,_cteristic_s: Flamrpabi )_i.t.'v: Pas tliet1-1E:iialrj7.i'ie [i 7 ). tr_st, Ui:1C FF 1--ii:, ALL CARPET MARV..ETED 1 PJ U.S. MUST F'"" SS THIS 1'F:S'f . ) . Flanie_SpEgkq: Ci-itical radiant flu:: to meet Class I astestedbyASTME662. mc-ke—Density: 450. as rated by STM E 662. END OF SECTION Oc?68 CARPET 09680 — 6 SECTION 22222 7 FAINTING FART 1 - GENERAL RAMP DOCUMENTS General provisions of Contract, including General and Supplementary Conditions and Division 1 Specification sections, apply to this section. 14A ygli2n in lyag surface preoaration, painting, and finishing of exposed interior and e::terior items and surfaces. Surface preparation, priming, and finish coats specified in this Section are in addition to shop priming and surface treatment specified udder other sections. yfol 2vp2ggi wV f2ggq whether or not colors are designated in schedules," except where a surface or material is specifically indicated not to be painted or is to remain natural. Where an item or surface is not specifically mentioned, paint the same as Similar adjacent materials or surfaces. If color or finish is not designated, the Architect will select from standard colors or finishes available. Fainting includes field painting exposed bare and covered pipes and ducts (including color coding), hangers, exposed steel and iron work:, and primed metal surfaces of mechanical and electrical equipment. Fainting is not required on prefinished items, finished metal surfaces, concealed surfaces, operating parts, and labels. gpogpely suirfa_ggy not to be painted include wall or ceiling surfaces in the fallowing generally inaccessible areas: Furred areas. Pipe spaces. Finilyp metal vynfGgpj not to be painted include: Anodized aluminum. Stainless steel. Chromium plat`. Copper. Bronze. Brass. pp2ERii.D9 pkE15 not to be painted include moving parts of FAINTING 09900 - 1 operating equipment such as the fallowing: Valve and damper operators. Linkages. Sensing devices. Motor and fan shafts. Labzls: Do not paint over Underwriter's Laboratories, Factory Mutual or other code -required labels or equipment name, identification, performance rating, or nomenclature plates. F:21a.ted Sections: The following sections containrequirements that relate to this section: DEFINITIONS Paint" includes coating systems materials, primers, emulsions, enamels, stains, sealers and fillers, and other applied -materials whether used as prime, intermediate, or finish coats. SdmElgs fan initial ggj2n selection in the form of manufacturer's color charts. After color selection, the Architect will furnish color chips for surfaces to be coated. QUALITY ASSURANCE Single=Sgui_ce Wspansibility: Provide primers and undercoat paint produced by the same manufacturer as the finish coats. Caanginatia O 2f wgnh: Review other sections in which primers are provided to ensure compatibility of the total systems for various substrates. On request, furnish information on characteristics of finish materials to ensure use of compatible primers. Notify the Architect of problems anticipated using the materials specified. Material 6!u21ity: Provide the manufacturer's best quality trade sale paint material of the various coating types specified. Paint material containers not displaying manufacturer's product identification will not be acceptable. Pi_oe1ictany_n,_imE used to designate colors or materials are not intended to imply that products named are required or to exclude equal products of other manufacturers. DELIVERY, STORAGE, AND HQNDL I NG PAINTING 09900 - 2 Deliver materiels to the jab site in the manufacturer's original, unopenedpackagesand containers bearing manufacturer's name and label and the following information: Product name or title of material. Product description (generic classification or binder type) . Federal Specification number, if applicable. Manufacturer' s stack: number and date of manufacture. Contents by volume, for pigment and vehicle constituents. Thinning instructions. Application instructions. Color . name and number. Stane mayriDIE not in use in tightly covered containers in a well - ventilated area at a minimum ambient temperature of 45 deg F 7 deg V . Maintain containers used in storage in a clean condition, free of foreign materials and residue. Protect from freezing. Keep storage area neat and orderly. Remove oily rags and waste daily. Take necessary measures to ensure that workers and work: areas are protected from fire and health hazards resulting from handling,. mixing. and application. JOB CONDITIONS QRly waQ__QpQ pAi_Dts only when the temperature of surfaces to be painted and surrounding air temperatures are between 50 deg F 10 deg C) and 90 deg F (32 deg C). Apply sale-pnt_thirDpq poiints only when the temperature of surfaces to be painted and surrounding air temperatures are between 45 deg F (7 deg C) and 95 deg F (35 deg Q . Dp not kpply pai.int in snow, rain, fog, or mist, when the relative humidity exceeds 65 percent, at temperatures less than 5 deg F (3 deg C) above the dew point, or to damp or wet surfaces. Painting may continue during inclement weather if surfaces and areas to be painted are enclosed and heated within temperature limits specified by the manufacturer during application and drying periods. PART 2 - PRODUCTS MANUFACTURERS AVal ia_tile ManWfactmms: Subject to compliance with requirements, manufacturers offering products that may be incorporated in the work: include but are not limited to the fallowing: PAINTING 09900 - 3 Devoe and Raynolds Co. (Devoe). The Glidden Company (Glidden). Benjamin Moore and Co. (Moore). PPG Industries, Pittsburgh Faints (Pittsburgh). Pratt and Lambert (P & L) . The Sherwin-Williams Company (S-W) . PRIMERS LatmADW I0202n White Primer_: Latex -based primer coating used on interior- gypsum drywall under a flat latex paint or are alkyd semigloss enamel. Devoe: 50801 Wander -Tones Latex Primer and Sealer. Glidden: 5019 PVA Primer. Moore: Moore's Latex Quick -Dry Prime Seal #201. Pittsburgh: 6-2 Ouick:-Dry Latex Primer Sealer. P 9,: L: Late- Wall Primer Z30(:,i.r1. S-W: Pro -Mar 200 Latex Wall Primer B2GW200. E:: EnAE Primer Coating: Exterior alkyd woad primer for priming sealed plywood under an acrylic emulsion finish: Devoe: 1 102 All -Weather Alkyd House Paint Primer. Glidden: 3651 Spred House Paint Prime Coat. Moore: Moorwhite Primer #100. Pittsburgh: 1-70 or 1-870 Sun -Proof Exterior Wood Primer. P & L: Permalize Exterior Primer. S-W: A-100 Exterior- Alkyd Wood Primer Y24W20. Synthetic= Rust=Inhibiting Primer: Quick0drying, rust -inhibiting primer for priming ferrous metal on the exterior under full -gloss and flat alkyd enamel and on the interior under flat latex paint or odorless alkyd semigloss or alkyd glass enamels: Devoe: 14920 Bar-Ox Quick: Dry Metal Primer, Red. Glidden: 5210 G1id-Guard Universal Fast -Dry Metal Primer. Moore: Ironclad Retardo Rust -Inhibitive Paint #163. Pittsburgh: 6-208 Red Inhibitive Metal Primer. P & L: Effects Rust -Inhibiting Primer. S-W: k.':em Kromik: Metal Primer B5ON21B50W1. ti1E:KAYee Ong Chromate _Priow Primers used for priming ferrous metals on the exterior under high -glass alkyd enamels. Devoe: 41839 Bar-Ox Zinc Chromate Primer. Glidden: 5205 Glid-Guard Tank: & Structural Primer. Pittsburgh: 6-204 Zinc Chromate Primer. P L: Tech -Gard Zinc Chromate Primer- E154. S-W: Zinc Chromate Primer B50Y1. PAINTING 09900 - 4 UNDERCOAT MATERIFiLS Ir_ g ion E'ilamel. Li0QKg2Rt: Reedy -mixed enamel for use as an undercoat over woad and hardboard under an odorless alkyd semigloss enamel or full gloss alkyd enamel: Devoe: 8801 Velour Alkyd Enamel Undercoat. Glidden: 310 Glidden Wand Undercoater . Moore: Moore's Alkyd Enamel Underbody #217. Pittsburgh: 6-6 Speedhide Quick: -Dry Enamel Undercoater. P & L: Interior .Trim Primer. S-W: Pro -Mar 200 Alkyd Enamel Under coater B4 W200. EXTERIOR FIGAN FAINT MATERIAL 90202n Falk''• nyl YF_ IN 00012n: Ouick:--drying, flat, polyvinyl acetate (PVA) paint for use on the exterior over concrete, stucco, and masonry surfaces: Devoe: 20XX Wander Guard Exterior Acrylic Later Flat Masonry Paint. Glidden: 3525 Spred Glide -On. Madre: Moore's Flat Exterior Latex Masonry & Hauser Faint #105. Pittsburgh: 37 Line Cemethide Latex Masonry Faint. P & L: Pro -Hide Plus Integior/Exterior Vinyl -Acrylic Flat Paint Z3400 Series. 1-W: Weather Perfect Acrylic Latex Flat Exterior Finish B-36 Series. ErIg iar Hci_ylic EmulQ20: Ouick:-drying, flat, acrylic paint for use on the exterior over prime -coated wood and sealed and prime - coated painted plywood: Devoe: 15XX Wonder -Shield Exterior Acrylic Latex Flat House Faint. Glidden: 3600 Spred House Faint. Moore: Moorgard Latex House Faint #103. Pittsburgh: 72 Line Sun -Proof Acrylic Latex House Paint. P & L: Vapex Latex Flat House Paint. S-W: A100 Acrylic Latex Flat Exterior Finish A-6 Series. yjLyqQfj Ekints Wapq shQgxx End Rougt gidiiig: Thin -bodied alkyd -oil paint for use on the exterior for a flat finish on wood shakes and rough woos: siding: Devoe: 14XX De-Vo-Ko Exterior- Alkyd Flat Shake Paint. Glidden: =''700 Endurance Oil Stain. Moore: Moorwood Solid Color Stain. Pittsburgh: 77-600 Series Rec Solid Color- Alkyd -Oil Stain. P & L: Solid -Hide- Rustic Stain Finish. S-W: Exterior Solid Stain A-14 Series. PAINTING 09900 - 5 Lusterl,g Alkyd Enamel: Alkyd base flat enamel for use over prime -coated ferrous metal: Devoe: 56400 De-Vo-Ko Lo-Lustre Alkyd H.F. Moore: Moose's PentaFlex Flat House Paint #114. Pittsburgh: 50-52 Snolite Exterior Alkyd Fiat House Paint. S-W: Fro -Mar Alkyd Flat Exterior Finish S36 Series. INTERIOR FINISH FAINT MATERIAL QjPEZQ§Q Inter igr Flkt EvInt: Ready -mixed, latex -based paint for use as a flat finish over concrete and masonry surfaces, including filled concrete masonry block, mineral -fiber -reinforced cement panels, and plaster and over prime -coated gypsum drywall, ferrous metal, and zinc -coated (galvaniwed) metal surfaces: Devoe: 36XX Wander -Tames Latex Flat Wall Faint. 3400 Spred Satin Latex Wall Paint. Ir oore: Moore: Regal Wall Satin 215. Pittsburgh: 80 Line Wallhide Flat Latex Faint. P 1w: L: Vapax Latex Flat Wall Finish. S-W: Industrial Enamel B-54 Series. 0 FAINTING 09900 - 6 PART 3 _ E:?CEC91I17N WOMAN Examine substrates and conditions under which painting will be performed for compliance with requirements for application of paint. Do not begin paint application until unsatisfactory conditions have been corrected. Start of painting will be construed as the Applicator's acceptance of surfaces and conditions within a particular area. PREPARATION uener_1 Procedures: Remove hardware and hardware accessories, plates, machined surfaces, lighting fixtures, and similar items in place that are not to be painted, or provide surface -applied protection prior to surface preparation and painting Remove these items if necessary for complete painting of the items and adjacent surfaces. Following completion of painting operations in each space or area, have items reinstalled by workers skilled in the trades involved. Clean surfaces before applying paint or surface treatments. Remove oil and grease prior- to cleaning. Schedule cleaning and painting so that dust and other contaminants from the cleaning process will not fall on wet, newly painted surfaces. SUrface Pr_eenrRtigp: Clean and prepare surfaces to be painted ir, accordance with the manufacturer's instructions for each particular substrate condition and as specified. Provide barrier coats over incompatible primers or remove and reprime. Notify Architect in writing of problems anticipated with using the specified finish -coat material with substratesprimedby^others. C2merriitl2us Mxtg.r-ials: Prepare concrete, concrete masonry block, cement plaster, and mineral -fiber -reinforced cement panel surfaces to be painted. Remove efflorescence, chalk:, dust, dirt, grease, ails, and release agents. Roughen as required to remove glace. If hardeners or sealers have been used to improve curing, use mechanical methods of surface preparation. Use abrasive blast -cleaning methods if recommended by the paint manufazture'r. Determine alkalinity and moisture content of surfaces by performing appropriate tests. if surfaces are sufficiently alkaline to coupe blistering and burning of PAINTING 09900 — 7 finish paint, correct this condition before application. Do not paint surfaces where moisture content exceeds that permitted in manufacturer's printed directions. Clean concrete floors to be painted with a 5 percent solution of mu' iatic acid or other etching cleaner. Flush the floor with clean water to remove acid, neutralize with ammonia, and rinse; allow to dry and vacuum before painting. Wr-A: Clean surfaces of dirt, oil, and other foreign substances with scrapers, mineral spirits, and sandpaper, as required. Said surfaces exposed to view smooth and dust off. Scrape and clean small, dry, seasoned knots and apply 3. thin coat of white shellac or other recommended knot sealer before application of . f primer. Hr'Y.•_r priming, fill holes and imperfections in finish surfaces with putty or plastic wood filler. Sand smooth when dried. Prime, stain, or seal wood to be painted immediately upon d-_live'n y. Prime edges, ends, faces, undersides, And backsides of wood, including cabinets, counters, cases, and paneling. Seal taps, bottoms, and cutouts of unp'rimed wood doers with a heavy coat of varnish or sealer immediately upon delivery. Qrraus Metals: Clean nongalvanized ferrous -metal surfaces that have not been snap coated; remove_ oil, grease, dirt, loose mill scale, and other foreign substances. Use solvent or mechanical cleaning methods that comply with recommendations of the Steel Structures Painting Council. T200 Vn W a *EPIl .tied sh2p-aEp1iP9 oi_ils coats that have been damaged. Wire -brush, clean with solvents recommended by the paint manufacturer, and touch up with .the same primer as the shop coat. Galygni'eg Sub i Igm Clean galvanized surfacer with non - petroleum -based solvents so that the surface is free of oil and surface contaminants. Remove pretreatment from galvanized sheet metal fabricated from coil stack: by mechanical methods. r-' Matgrial5 E eparztioi: Carefully mix and prepare paint materials in accordance with manufacturer's directions. Maintain containers used in mixing and application of paint in a clean condition, free of foreign materials and residue. Stir material before i-naplicatt applicationC pl'-odui=r a mixture of uniform density; stir as required during application. Do not stir surface film into material. Remove film and, if PAINTING 09900 - 8 necessary, strain material before using. Use only thinners approved by the paint manufacturer, and only within recommended limits. APPLICATION Apply paint in accordance with manufacturer's directions. Use applicators and techniques best suited for substrate and type of material being applied. Do of paint over dirt, rust, scale, grease, moisture, scuffed surfaces, ter conditions detrimental to formation of a. durable paint film. Faint colors, surface treatments, and finishes are indicated in "schedules.'' Provide finish coats that are compatible with primers used. The number of coats and film thickness required is the same regardless of the application method. Do not apply succeeding coats until the previous coat has cured as recommended by the manufacturer. Sand between applications where sanding is required to produce an even smooth surface in accordance with the manufacturer's directions. Apply additional coats when undercoats, stains, or other conditions show through final coat of paint until paint film is of uniform finish, color, and appearance. Give special attention to ensure that surfaces, including edges, corners, crevices, welds, and exposed fasteners, receive a dry filth thickness equivalent to that of flat surfaces. i The term ''exposed surfaces" includes areas visible when. permanent or built-in f iNtures, convector covers, covers for finned tube radia.tionj grilles, and similar components are in place. EAtend coatings in these areas as required to maintain he system integrity and provide desired protection. Paint surfaces behind movable equipment and furniture same as similar exposed surface_-. Faint surfaces behind permanently fixed equipment or furniture with prime coat only before final installation of equipment. Paint interior surfaces of ducts, where visible through registers or grilles, with a flat, onspeculir black paint. Paint beck: sides of access panels and removable or hinged covers to match exposed surfaces. Finish interior of wall and base cabinet and similar field - finished casework: to match exterior. FAINTING 9900 - 9 Finish exterior doors on tops, bottom., and side edges same as exterior faces. Sand lightly between each succeeding enamel or varnish coat. Omit primer on metal surfaces that have been shop -pruned and touch up painted. 9902401ing Pki.nt D9: Apply first coat to surfaces that have been cleaned, pretreated, or otherwise prepared for painting as soon as practicable after preparation and before subsequent surface deterioration. Allow sufficient time between successive coat_ to permit proper drying. Do not recoat until paint has dried to where it feels firm, and does not deform or feel sticky under moderste thumb pressure and where application of another coat of paint does not cause lifting or loss of adhesion of the undercoat. dini_ mum Caatinq Tt-iir_%:ney5: Apply materials at not less than the manufacturer' s recommended spreading rate. Provide a total dry film thickness of the entire system as recommended by the manufacturer. Block: F_ilIg p: Apply block: fillers to concrete masonry black: at a - rate to ensure complete coverage with pares filled. F' i_imt Coats: Before application of finish coats, apply a prime coat of material as recommended by the manufacturer to material that is required to be painted or finished and has not been prime coated by others. Recoat primed and sealed surfaces where evidence of suction spots or unsealed areas in first coat appears, to assure a finish coat with no burn through or other defects due to insufficient sealing. Pigmented ( Opyggg)- Q"_ogg Dj : Completely cover to provide ar, opaque, smooth surface of uniform finish, color, appearance, and coverage. Cloudiness, spatting, holidays, laps, brush marks, runs, sags, ropiness, or other surface imperfections will not be acceptable. C: ama l Qg 92i_4_:: Match approved coverage. Remove, refinish, or with specified requirements. FIELD P''^L I TY CONTROL samples for color, texture, and repaint work: not in compliance The Owner reserves the right to invoke tE-i,_ following test procedure at any time and as often as the Owner deems necessary during the period when paint is being applied: The Owner will engage the services of an independent odenttesting PAINTING 09900 - 10 laboratory to sample the paint material being used. Samples of material delivered to the project will be taken, identified, sealed, and certified in the presence of the Contractor. The testing laboratory will perform appropriate tests for the following characteristics as requiredb'y the Owner: Quantitative materials analysis. Abrasion resistance. Apparent reflectivity. Flexibility. Washability. Absorption. Accelerated weathering. Dry opacity. Accelerated yellowness. Recoat i ng . Skinning. Color retention. Alkali and mildew resistance. If test results show material being used does not comply with specified requirements, the Contractor may be directed to stop painting, remove noncomplying paint, pay for testing, repaint surfaces coated with rejected paii?t, and remove rejected paint from previously painted surfaces 'if, upon repainting with specified paint, the two coatings are noncpmpatible. CLEANING 91Eanup: At the end of each work: day, remove empty cans, rags, rubbish, and other discarded paint materials from the site. PROTECTION Protect work: of other trades, whether to be painted or not, against damage by painting. Correct damage by cleaning, repairing or replacing, and repainting, as acceptable to Architect. Provide " wet paint" signs to protect newly painted finishes. Remove temporary protective wrappings provided by- others for protection of their work: after completion of painting operations. At completion of construction activities of other trades, touch up and restore damaced or defaced painted surfaces. EXTERIOR PAINT SCHEDULE GenIral: Provide the following paint systems for the various PAINTING 09900 - 11 substrates indicated. Concrete.. Stucco,. aid Masonry ( Other then concrete masonry units).. Lusterless (Flat) Acr•v'lic Finish: 2 coats with total dry film thic4%ness not less than 2.5 mils. First Coat: Exterior Acrylic_ Emulsion (FS TT-P-19). Second Coat: Exterior Acrylic Emulsion (FS TT-P-19). Wood: Low -Luster Finish: 2 finish coats over orimF_r. Primer: E:teriar Primer Coating (FS TT-P-25). First Coat: Exterior Acrylic Emulsion (FS TT-P-19•). Second coat: Exterior A r-y1ic EMU ISiOn (FS TT-P.-1F'). Wood Trim: rledium-Shade., High_Gloss Alkyd Fii_:i.sh: 2 finish coats over primer. - - Primer_: E,,terior Primer Coating (FS TT-P-25) . First Coat: Medium: -Shade, Ready -Mixed Exterior Oil Pairit FS TT-F'-61). Second Coat: Medium -Shade, Ready -Mixed Escteric,r Oil Paint woad Shakep and ROLtgh Siding: Low -Luster Finish: 2 coats. First Coat: Alkyd -Oil Faint, Wand Shakes and Rough Siding_ FS TT-F'-52) . Second Cc -at: Alkyd -Oil Paint. Wood Shakes aiid Roucih Siding (FS TT-P-52). E1ywood: Lusterless 'Flat.)_ Acrv-1 is Finish: 2 finish coats over primer and sealer. _ - Sealer: Varnish -'type Surface Sealer (FS TT-S-176) . Primer: E::teriai- Primer Coating (TT-F-25) . First Coat: Exterior Acrylic Emulsion (FS TT-P-19). Secon, Coat: Exterior Acrylic EMUlsiCln (FS TT-P-!.9). lei-rC:uS. Pi tal: Primer is not required an shop -primed items. Lusterless Alkvc! Enamel: 2 finish coats over Primer. Primer: Synthetic Rust -Inhibiting Primer (FS TT-P-664). PAINTING o9goo - 12 First Coat: Lusterless Alkyd Enamel (FS 1"T-E-521). SeCGi'id Coat: Lusterless Alkyd Enamel (FS TT-E =27) . INTERIOR FAINT SCHEDULE General: Provide the following paint systems for the variOUS substrates, as indicated. Gv_esum Drywall SysaEms: Lusterless (Flat) Emulsion Finish: 2 coats. Primer: Latex -Based Interior White Primer (FS TT-P-65') . Finish Coat: Latex -Eased Interior Flat Paint (FS TT-F'-cE'). Woodwork-. and Hardboard: Semiglass EL-amel Finish: 3 coats.* Undercoat: Interior Enamel Undercoat (FS TT-E-543) . Furst Coat: Interior Semigloss Odorless Al::yd Enamel (FS TT-E-5(:)9) . Second Copt.: Interior Semigloss Odorless Alkyd Enamel (FS TT-t-50?) . END OF SECTION C= 99 () 13 PAINTING 09900 - SECTION 11452 - RESIDENTIAL APPLIANCES PART 1 - GENERAL RELATED DOCUMENTS General provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. SUMMARY This Section includes the following types of residential appliances: Refrigerator/freezers. See_ Section_(.)1(-.)26 - Unit Prices. SUBMITTrALS General: Submit the following according to Conditions of the Contract and Division 1 Specification Sections. Product data for each appliance, type' required indicating compliance with requirements, including installation instructions. Provide complete operating and maintenance instructions for each appliance. Schedule: Submit schedule of appliances, using the same room designations as shown on drawings. DUALITY ASSURANCE Energy BEtings: Provide residential appliances that carry labels indicating energy cost analysis (estimated annual operating costs) and efficiency information as required by Federal Trade Commission. UL and NEMA Comel.iance: Provide electrical components required as part of residential appliances that are listed and labeled by UL and comply with applicable NEMA standards. ARAM Sta ndai_ds:, Provide appliances that conform to the fallowing standards of the Association of Home Appliance Manufacturers: RESIDENTIAL APPLIANCES . 11452 - 1 Refrigerators and Freezers: Total volume and shelf area ratings certified according to ANSI/AHAM HRF-1. Single -Source Reseonsibility: Obtain appliances from a single supplier. Provide products from the same manufacturer for each type of appliance required. DELIVERY AND STORAGE Deliver appliances to the Project site in the manufacturer's undamaged protective packaging. Delay delivery of appliances until utility rough -in is complete and construction in the spaces to receive appliances is substantially complete and ready for installation. WARRANTIES Warranty: Submit written warranties executed by the manufacturer of each appliance specified agreeing to repair or replace units or" components that fail in materials or wor4::manship within the specified warranty period. Refrigerator/Freezer:-year warranty on the sealed refrigeration system. Warranties 'specified above shall not deprive the Owner of other rights the Owner may have under other provisions of the Contract Documents and will be in addition to and run concurrent with other warranties made by the Contractor under requirements of the Contract Documents. PART 2 _ PRODUCTS MANUFACTURERS Available Manufacturers: Subject to compliance with requirements, manufacturers offering appliances that may be h. incorporated in .the Work: include, but are not limited to, the following: Admiral Company. Amana Refrigeration, Inc. Caloric Corporation. RESIDENTIAL APPLIANCES 11452 - 2 Fri.gidaire Appliance Company. General Electric Company. Hotpoint. Kitchen Aid, Inc. Magic Chef, Inc. Modern Maid Company. Whirlpool Corporation. REFRIGERATOR/FREEZERS Toe_Mount Freezer-_Ty_pe Fefrigerator/Freezer: Provide freestanding, frost -free, two -door, top -mount freezer model refrigerator/freezer on adjustable rollers, and reversible doors with door shelves. Capacity: Provide the following minimum values, measured according to ANSI/AHAM HRF-1 and certified by AHAM: Total volume: 20.0 cu. ft. Refrigerator volume: 14.0 Cu. ft. Total shelf area: 30.0 sq. ft. Energy Consumption: Measured and certified at not more than 3.0 kWh/day under average conditions. Temperature Controls: Include separate temperature controls for each compartment and a switch for condensation -control heating element at the freezer opening. Storage Features: Provide the followinq standard storage features: Adjustable glass interior cabinet shelves. Meat compartment. Vegetable crisper. Butter conditioning compartment. Removable egg trays. Two ice cube trays. FINISHES General: Provide the manufacturer's standard porcelain enamel finish. Co_lo_r_s_-. Provide manufacturer's standard colors as per Owner's choice. Wherever residential appliances by more than one manufacturer are installed in the same space, provide units with color matching largest equipment item. RESIDENTIAL APPLIANCES 11452 - 5 PART 3 - EXECUTION INSTALLATION General: Comply recommendations. with manufacturer's instructions and BUilt-In Eguigmeit: Securely anchor units to supporting cabinets or countertops with concealed fasteners. Verify that clearances are adequate for proper functioning and rough openings are completely concealed. Freestanding EguiEment: Place units in final locations after finishes have been completed in each area. Verify that clearances are adequate to properly operate equipment. Utilities_: Refer to Divisions 15 and 16 for plumbing and electrical requirements. ADJUST AND CLEAN Testing: Test each item of residential equipment to verify proper operation. Make necessary adjustments. Accessories: Verify that accessary items required have been furnished and installed. Cleaning: Remove packing material from residential equipment items and leave units in clean condition, ready for operation. END OF SECTION 11452 RESIDENTIAL APPLIANCES 11452 - 4- SECT ION 19119 - YERT I Q4 LOUVER f I P. 9 PART 1. - GE iQ!m RELATED DOCUMENTS General provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 99106BY This iggf fRn inQQgq vertical louver blinds. Related Secti_Rng: The fallowing Sections contain requirements that relate to this Section: SUBMITTALS G__er_eral: Submit the followinq in accordance with Conditions of Contract and Division 1 Specification Sections. Pi_aduct data for each type of vertical louver blind specified. Include printed data on physical characteristics. Samples fpK initial scl.ectit.n 'purposEs in manufacturer's standard sizes showing Mfull range of colors, textures, and patterns available for each type of blind indicated. Mxjrjgngnce d_Qa to include in Operating and Maintenance Manual specified in Division 1. UAL I T`f RSSURRNCE Installei_ G!ual.ific ti.a.ns: Engage an experienced Installer Who has specialized in installing vertical louver blinds similar to those required for this Project. Su_face Bu:_i i g Chai_ctEristics: Provide vertical louver blinds identical to those tested for the following fire performance characteristics as determined by UL_ or another testing and inspecting agency acceptable to authorities Having jurisdiction. Test Method: NFPA 701, Smell Scale Vertical Burn Test. Single_Sopngg Obtain vertical louver blinds from one source of- a single manufacturer. i VERTICAL LOUVER BLINDS 12512 - 1 PROJECT CONPITI.ONS FiQg (_ieaslll_RiEntS: Check openings by field measurements before fabrication. Coordinate fabrication schedule with construction progress to avoid delay in the Work. EXTRA MATERIALS E•atrg Uw1gn cil5: Furnished from same production run as materials installed, packaged with protective covering for storage, and identified with labels describing contents. Deliver extra materials to Owner. Full Units: Furnish quantity of full-size units with mounting brackets and hardware Equal to 5 percent of amount installed. FART 2 - PRODUCTS MANUFACTURERS AvAl.able EKNUcta: Subject to compliance with requirements, vertical louver blinds that may be incorporated in the Work: include, but are not limited to, the products specified in each Vertical Louver blind Product Data Sheet at the end of this Section. MATERIALS AND FF)bRICATION Lifting Eng Tilting Qchani.Ems: Noncorrosive, self-lubricating materials. Unit Sizes: Obtain units fabricated in sues to fill window and other openings as follows, measured at 74 deg F (23 deg C) : blind Units Installed between (Inside) Jambs: Width and length equal to 1!2 inch less than opening dimensions formed by jamb, head, and sill members of opening in which each blind is installed. A, Seacing: Overlapped for light exclusion when in fully closed position. Installation Faster gnp: Not less than two fasteners per bracket, fabricated from metal noncorrosive to blind hardware and adjoining construction and to support blind units under conditions of normal use. FART 3 - EXECUTION VERTICAL LOUVER BLINDS 12512 - 2 E n AM I IJAT I GI•J EVaTfng openings where vertical louver blinds will be installed prior to beginning installation. Verify that critical dimensions are correct and surface conditions acceptable. Complete all finishing operations, including painting, before beginning installation. Do not proceed with installation until unsatisfactory conditions have been corrected. INSTALLATION InpIkl-1 blingp leypj, p1Umts and lacRt_-d so exterior vane edges in any position are not closer than 1 inch to interior face of glass lites. CLEAN I hJG After completing the installation, clean blind surfaces according to the manufacturer's instructions. Remove surplus materials, packaging, rubbish and debris resulting from the installation. Leave areas where installation occurred neat, clean, and ready for use. VERTICAL LOUVER LPL I PJD PRODUCT DATA SHEET Varie_DzGci_ipti.on: Unperforated following requirements: rJamir,al 'J r 4!idtF: 3 1./2 inches Vane Mater i a 1 : PVC. Vane F'nofi.le: Flat. 1. vanes complying with the Vane Directional C:oi tral: Card. A nymmin CaOro l • Manual with cord. Draw: One-way, loft. l:HOM: Connecting or spacing chains. Valance: To match color of vanes. VERTICAL LOUVER BLINDS 12512 - 3 Mounting: Wall END OF SECTION 12512 I VERTICAL LOUVER BLINDS 12512-4 SECTION - MECHANICAL HVAC General Reauirements: Unless otherwise specified, all materials shall be -new. Equipment shall operate safely and without leakage, noise or vibration. All penetration of building components.shall be neat, clean and fire stopped and shall not compromise structural integrity. Contractors shall submit product data showing equipment selected within 10 days of bid award. ITEM 1. REPLACE CENTRAL HEATING, VENTILING AND A/C. UNIT AS DIRECTED BY ARCHITECT. Submit manufacturers cut sheets for proposed equipment to Achitect at least 2 weel::s prior to letting of HVAC subcontract or to purchase of equipment.' Remove existing A/C equipment for salvage by Owner and deliver to Owner's designated storage site. Install central A/C system in the minimum E.E.R. of 10.0, including 24000 BTU condensing unit, air handler and 10 KW electric resistance heating coils and other equipment as required to create a complete installation. F'iv-o.vide Owner with .factory warranty, manual and 1 year contractor warranty. ITEM 2. SERVICE EXISTING HVAC EQUIPMENT. PLUMBING FIXTURES General Provisions: Replace or repair Plumbing fixtures as required. ITEM 1. KITCHEN SINK: Install a stainless steel double compartment sink fixture with all required plumbing and plumbing trim. ITEM2 TOILET_SEAT: In_ s_talI a white, 'wood or plastic top mounted toilet seat and lid. I TEM_ : COMMOUE___REPA1R : Install an anti -siphon fill vlave. Replace flap valve and adjust water height to effect proper. flushing action. ITEM_.`!. COMMODE_ -_REPLACE: I cwa 1 RenR le and dispose of existing commode. 4 Inn 11 2 piece close coupled white, vitreous china, water saving commode made by American Standard, Seers or t1ontgomery Ward. IDg Upp plastic or pressed woad seat, plastic supply l pipe, shut-off valve, stop valve and wax seal. 1 TEM_3_.. VAN I.TY_PATIINPO : BgM2ye existing vanity drop -in lavatory. Ins_t.all new enameled steel drop -in Lavatory by American Standard, Sears or Montgomery Ward, with dual control faucet, supply risers, shut-off valves and all necessary hardware. I TEM_5 HATH_ACCESS BjQ : ' Install a medicine chest. with mirror and light f0surace existing. SVbmit product data to Architect prior to installation. ITEM_.7 E ATHTUE S: 5 feat 5tee1 CamElete BgMgy_g and dispose of existing bathtub. Ii_is_ta11 a 5 foot white enameled, formed steel tub complete with lever operated pap -up drain and overflow, PVC waste, single lever shower diverter and Delta 6122 showerhead. _ Submit. product data to architect 2 weeks prior to installation. E14D OF SECTION 15000 MECHANICAL 15000-2 SECT I OtJ_ 16 tat=__ELECTF; I CAL ELECTFt I CAL Gei e_a 1 _Fegu i cements All materials shall be new and U.L. approved and per tdational Electrical Code rated. All drilling, cutting and fastening shall be neat and true. All patching shall match the existing or surrounding surface. DISTRIBUTION: Receptacle ITEM_1_ Recepttcle___GFI_ Install a surface mounted, ground fault interupted duple receptacle to replace existinq receptacle adjacent to kitchen sink:. Install a surface mounted, ground fault interupted duplex receptacle to replace existing receptacle adjacent to bathroom sinks. ITEM 2. Fluorescent Light Fixture Lens Replace Existing Lens @ Kitchen ITEM 3. Ceiling Mounted Light Fixture Replace miscellaneous existing surface mounted ceiling iT5YE Fixtures as shown. . ELECTRICAL 1 0211. CITY OF SANFORD, FLORIDA o 3 4PERMITNODATE / 1 • t THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOL- LOWING ELECTRICAL WORK: OWNER'S NAME`' % , re m, kr 1'e-y- c. ADDRESS OF JOB ELEC. CONTR. ' r -n i ev E i['u ResidenfiaL-,-/—Non-residenfial an4 _ ' 23ySubjecftorulesdreguafions of fhe cify and nafionel elecfric codes. Number AMOUNT Alteration., Addition Re air 20 00 Change f Service Residential Commercial Mobile Ho -de" Factory Built. lJousiniz New Residents°:al 0-100 Amp Service 101-200 Amp Service 201 Amp and above New Commercial Amp Service Sign d 00 TOTAL II O 00 7 q,Ocj I aster Electrician t A STATE COMPETENCY NO. CITY OF SANFORD FIRE -DEPARTMENT FEES FOR SERVICES PHONE #: 407-322-4952 DATE: '/ PERMIT #-. %- -/031 A f BUSINESS ADDRESS: PHONE NUMBER:( ) PLANS REVIEW BURN PERMIT TANK PERMIT COMMENTS: TENT PERMIT REINSPECTION FIRE SYSTEM AMOUNT $ i OOa S GCC l t.. Fees must be paid to Sanford Building Department,,300 N. Park Avenue, Samford, Florida. Phone # 330-5656. Proof of payment must be made to Sanford Fire Prevention before any further services can take place. I certify that the above 1 information is true and correct and that I will comply with all applicable anford Fire Preventio codes and ordinances of the City of anford, Florida. Applicants Signature CITY OF SANFORD, FLORIDA APPLICATION FOR BUILDING PERMIT PERMIT ADDRESS 1311 SAW rA 1`-AR3A eA 1>q- Total Contract Price of Job X lqo Describe work APPXrv-e*r 1 PERMIT NUMBER 10 91 Total Sq. Ft. ZAOab Type of Construction I"Y1 A Saw /ZN Flood Prone (YES) (NO) Number of Stories 2. Number -of Dwellings L S Zoning Occupancy: Residential Commercial --+ Industrial LEGAL DESCRIPTION (please attach printout from Seminole County) TAX I.D. NUMBER OWNER C4e:%,T#tn L_ r-Co u DA 14ww• D5 ADDRESS 2- ..11 HILL. Gets'r Sr-. CITY 0FCc-Ati0 > STATE P L PHONE NUMBER M bkos ZIP 3 Z dyV.S TITLE HOLDER (IF OTHER THAN OWNER) ADDRESS CITY STATE ZIP BONDING COMPANY IATy'tA"C-E ADDRESS 19 SD E . Aw. Mt (-A N A • CITY 54o4oAg BERG STATE TLL ZIP ARCHITECT ADDRESS 1451 PAC.^J #9 VCC CITY W PAIM STATE F L , ZIP 3X77n MORTGAGE LENDER AamecoucykW Lip.t f ..45•c'ti/ ADDRESS Q-0S 4, Tia A VC . CITY C k%Mw-L-STATE ZIP', tt C /AiJ P%2 • e9r, -O$OS- • CONTRACTOR t tL-- a. (fL,A,-5rr C q`I p w/f 2r L ' , PHONE NUMBER / Z4? " 2-)! r7 ADDRESS /2- 70 nt gyyiPw -rtt'-JF LA . ST. LICENSE NUMBER CGL 0g47 CITY STATE 1"--[ ZIP 3A772, w*******•*tw* rt**•tr#trrwtftr**tr•#*tt*****t*****t*w**ww*w***rr***w*******tt*tt*w*t*w*t**•rr Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL, PLUMBING, MECHANICAL, SIGNS, POOLS, ETC. OWNER'S AFFIDAVIT: I certify that all the foregoing information -is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. A COPY OF THE RECORDED COPY OF THE NOTICE OF COMMENCEMENT WILL•BE POSTED ON THE JOB SITE WITH PERMITS NO LATER THAN SEVEN (7) DAYS AFTER THE PERMIT HAS BEEN ISSUED. FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR THE IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE:'In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. 0 H b d U 7 d O 14 a a O 4 a 3 ro o Z k o ° 4 W 0 o d > 4 Z a E+ CCEPTANCE OF PERMIT IS VERIFICATION THAT I WILL NOTIFY THE OWNER OF THE PROPERTY OF HE REQUIREMENTS OF FLORIDA LIEN LAW, FS713. ww***r******* tww*www*w****sw***t.t*******rr****w*w*** w:*•*w**rtww***w*rr,,3. z M o Signature of Owner/Agent Date Fig-natureof Contractor & Date M a cri% a t,3-cV • DC-0-SGyLo-ti eQrci -CKdgc2r- Plxe H N z Type or Print Owner/Agent blame Type or Print Contractor's Name v a Cer'. C d Signature of Notary & Date Signature of Notary & Date 0 LMKES Official Seal) rt 0,,%4() Qfic6" My Consnission CC487488 ion*a QLAURETTA A LUMKES Expires May. 24, 1999 My Conxnlesion CC487488 O Bonded by HAI Expires May. 24, 1999 OF FIV, 800 422.1555 r-r 0 F F00 v`e Bonded 800-422 1y5551 F raj Application ApprovedBY: ,N40WOLZ—, Date: FEES: Building -0 Ra 6b - Police Fire Open Space Road Impact pplication PERMIT VALIDATION: CHECK CASH DATE BY`/ - _ ORIGINAL (BUILDING) YELLOW (CUSTONZR) PINK (COUNTY TAX OFFICE) GOLD (COS. ADMIN) O O. Cn rt N a c THIS APPLICATION USED FOR WORK VALUED. $2500.00 OR MORE -, APPLICATION FOR BUILDING PERMIT CITY OF SANFORD, FLORIDA DATE !D QI PERMIT NO. _c; 0-21-3 To the Building Official: The undersigned hereby applies for a permit for the following described work: OWNER ADDRES NATURE OF WORK EeP f , O' C UC k (A J_ 1 LEGAL DESCRIPTION APPLICANT' S NAME ff K APPLICANT' S ADDRESS IZ70 $ f.try I Vfs T12t' LA NL APPLICANT' S PHONE NUMBER 4-D7 (si 6 "Q_4-3% VALUATION 75% FEE s FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS Building Official I certify that the above infor- mation is true and correct and that I will comply with all applicable codes and ordinances of the City of Sanford, FL. A plicant's Signaturep State No. 6G C V c!7 O11- 3