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City Hall Envelope Restoration (Tuckpointing) Project_Approval of PlansMasterpiece on the Mississippi TO: The Honorable Mayor and City Council Members FROM: Michael C. Van Milligen, City Manager SUBJECT: City Hall Envelope Restoration (Tuckpointing) Project DATE: February 11, 2013 Dubuque kital All- America City II h/ 2012 Building Services Manager Rich Russell recommends City Council approval of the plans, specifications, form of contract and the estimated cost of $455,000 for the City Hall Envelope Restoration (Tuckpointing) Project. I concur with the recommendation and respectfully request Mayor and City Council approval. htit44 Prvs, it(6 Michael C. Van Milligen MCVM:jh Attachment cc: Barry Lindahl, City Attorney Cindy Steinhauser, Assistant City Manager Teri Goodmann, Assistant City Manager Rich Russell, Building Services Manager Masterpiece on the Mississippi February 11, 2013 TO: Michael C. Van Milligen, City Manager FROM: Rich Russell, Building Services Manager SUBJECT: City Hall— Envelope Restoration (Tuckpointing) Project INTRODUCTION Dubuque All-America City 1 2007 The enclosed resolution approves the plans, specifications, form of contract and estimate of costs for the City Hall— Envelope Restoration (Tuckpointing) Project. BACKGROUND The City Council scheduled a public hearing for approval of the plans, specifications, form of contract and estimate of costs at the February 4, 2013 City Council meeting. The engineer's estimate of costs is $455,000. The funding sources for this project will be from the City Hall Remodeling CIP. RECOMMENDATION I recommend that the City Council approve the plans, specifications, form of contract and estimate of costs for the City Hall— Envelope Restoration (Tuckpointing) Project. ACTION TO BE TAKEN The City Council is requested to plans, specifications, form of contract and estimate of costs for the City Hall— Envelope Restoration (Tuckpointing) Project. cc: Jenny Larson, Budget Director Laura Carstens, City Planner Tim Horsfield, Parking Systems Manager RESOLUTION NO. 5 7 -13 RESOLUTION ADOPTING PLANS AND SPECIFICATIONS Whereas, on February 4, 2013, plans, specifications, form of contract and estimated cost were filed with the City Clerk of Dubuque, Iowa for the City Hall— Envelope Restoration (Tuckpointing) Project. Whereas, notice of hearing on plans, specifications, form of contract, and estimated cost was published as required by law. NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF DUBUQUE, IOWA: That the said plans, specifications, form of contract and estimated cost are hereby approved as the plans, specifications, form of contract and estimated cost for said improvements for said project. Attest: /. Kevi S. Firnstahl, City Clerk Passed, approved and adopted this 18th day of Februa J 2013. Roy D. Buol, Mayor CITY OF DUBUQUE OFFICIAL NOTICE NOTICE IS HEREBY GIVEN that the City Council of the City, of Dubuque, Iowa will hold a public hearing . on the proposed specifications, form of contract and estimated cost for the City Hall Envelope ° Restoration (Tuck Pointing) Pro- ject, in 'accordance with the Code of Iowa, at 6:30 p.m., an the 18th day of February, 2013, in the Historic Federal Building Coun- cil Chambers - '(Second Floor) 350 West 6th Street, Dubuque, Iowa. The scope of the Project is as follows: The project includes tuck pointing of many areas of City Hall's exterior, sill replace- ment and related improvements. Copies of supporting documents for the . public hearing are on file in the City Clerk's Office and may be viewed during normal working hours. Written comments regarding the above publip hearing may be submitted to the City Clerk's Office on or before said time of public hearing. Any visual or hearing - impaired persons need- ing special assistance or persons with special accessibility needs should contact the City Clerk's office at (563) 589;4120 or TDD at (563) 690 -6678 at least 48 hours prior to the meeting. Published by order of the City Council given on the 4th day of February, 2013. Kevin S. Firnstahl, CMC, City Clerk It 2/$ NOTICE TO BIDDERS CITY HALL ENVELOPE RESTORATION PROJECT Time and Place for Filing Sealed Propo- sals: Sealed bids for the work comprising' each improvement as stated below must be filed before 2:00 p.m. on February 21, 2013, in the Office of the City Clerk, City Hall - First' Floor, 50 West 13th Street; Dubuque, Iowa Time and Place Sealed Proposals Will be Opened and Considered. Sealed proposals will be opened and bids tabulated at 2:00 p.m. on February 21, 2013, at City Hall - Confer- ence Room B, 50 West 13th Street, Dubuque, Iowa, for consideration by the City Council (Council) at its meeting on March 4, 2013. The City of Dubuque, Iowa, reserves the right to reject any and all bids. Time for Com- mencement and Completion of Work. Work• on each improvement shall be commenced within 5 days after the Notice to Proceed has been issued and shall be fully completed by August 1, 2013. Bid Security. Each bidder shall accom- pany its bid with a bid security as security that the successful • bidder will enter into a contract for the work bid upon . and will furnish after the award of contract a corporate surety bond, accept- able to the govern- mental entity, for the faithful performance of the contract, in an amount equal to one hundred percent of the amount of the con - tract__The bid security shall be in the amount of ten percent (10 %) of the amount of the contract and shall be in the form of a cashier's check or certified check drawn on a state - chartered or federally chartered bank, or a certified share draft drawn on a state - chartered or federally chartered credit union, 'or the governmental entity may - provide for a bidder's bond with corporate surety satis- factory to ' the governmental entity: The bid bond shall contain no conditions excepted as provided in this section. Contract Docu- ments. Paper copies of the construction documents may be obtained at the Building Services Department, City Hall - First Floor, 50 West 13th Street, Dubuque, Iowa 52001 beginning February 8, 2013. No plan deposit , is required. Preference for Iowa Products and Labor. By virtue of statutory authority, preference will be given to products and provi- sions grown and coal produced within—the State of Iowa, and to Iowa domestic labor, to the extent lawfully I required under Iowa statutes. Sales Tax. The bidder should not include sales tax in its bid. A sales tax exemption certificate will be available for all material purchased for incorporation in the project. General Nature of Public Improvement. The project includes tuckpointing of many areas of City Hall's exterior, sill replace- ment and related improvements. Mandatory Pre -Bid I Conference. Each pros- ' pective bidder is encouraged to attend the Mandatory Pre -Bid Construction Confer- ence to be held at 10 AM on - February 12, 2013, at the Conference Room A, City Hall, 50 West 13th Street, Dubuque, Iowa. Atten- dance is mandatory if you intend to bid. Published in the Telegraph Herald, Feb- ruary 8, 2013. 1t 2/8 STATE OF IOWA {SS: DUBUQUE COUNTY CERTIFICATION OF PUBLICATION I, Suzanne Pike, a Billing Clerk for Woodward Communications, Inc., an Iowa corporation, publisher of the Telegraph Herald,a newspaper of general circulation published in the City of Dubuque, County of Dubuque and State of Iowa; hereby certify that the attached notice was published in said newspaper on the following dates: February 8, 2013, and for which the charge is $59.43. Pde Subscribed to before me, a Notary Public in and for Dubuque County, Iowa, this /J' day , 20 /3 . Notary Public in and for Dubuque County, Iowa. ^•may MARY K. WESTER EY CcmmisslOn Number 154 M Ex FEE 1 2Tt CITY OF DUBUQUE, IOWA CITY HALL MASONRY REHABILITATION PROJECT 50 WEST 13TH STREET DUBUQUE, IOWA JEFFREY MORTON ASSOCIATES PROJECT NO. 1225.0 28 JANUAURY 2013 SECTION 00001 — PROJECT TITLE PAGE CITY OF DUBUQUE CITY HALL MASONRY REHABILITATION PROJECT 50 West 13th Street Dubuque, Iowa 52001 ARCHITECT'S PROJECT NO. 1225.0 SECTION 00002 — PROJECT DIRECTORY OWNER City of Dubuque 50 West 13th Street Dubuque, IA 52001 Owner's Representative: Rich Russell, Building Services Manager ARCHITECT Jeffrey Morton Associates 206 Bluff Street Dubuque, Iowa 52001 P: 563.585.0043 F: 563.585.0952 Contact: Jeffrey Morton, Architect jeff@jeffreymortonassociates.com SECTION 00003 — CERTIFICATION PAGE CITY OF DUBUQUE CITY HALL MASONRY REHABILITATION PROJECT 50 West 13th Street Dubuque, IA 52001 ARCHITECTS CERTIFICATION I hereby certify that the project drawings & the project manual together called the Contract Documents were prepared by me or under my direct supervision & that I am a duly registered Architect under the laws of the State of Iowa. Jeffrey Morton Architect Signature Date: 28 January 2013 PROJECT MANUAL TABLE OF CONTENTS SECTION TITLE INTRODUCTORY INFORMATION 00001 PROJECT TITLE PAGE 00002 DIRECTORY 00003 CERTIFICATION PAGE 00004 PROJECT MANUAL TABLE OF CONTENTS BIDDING REQUIREMENTS 00100 BID SOLICITATION Invitation to Bid 00200 INSTRUCTION TO BIDDERS Instruction to Bidders 00410 BID FORMS Bid Form 00430 BID BOND Bid Bond Form (City of Dubuque, Iowa Bidform -2, Revision 5/10) CONTRACTING REQUIREMENTS 00520 AGREEMENT A City of Dubuque, Iowa Public Improvement Contract 00525 AGREEMENT B Standard Form of Agreement Between Owner & Contractor, AIA -A101 — 2007 00610 BONDS City of Dubuque, Iowa Performance, Payment, and Maintenance Bond — Revision 5/10 00700 GENERAL CONDITIONS General Conditions of the Contract for Construction, AIA -A201 - 2007 DIVISION 1— GENERAL REQUIREMENTS 01100 SUMMARY 01125 SUMMARY OF MULTIPLE CONTRACTS 01250 CONTRACT MODIFICATION PROCEDURES 01270 UNIT PRICES 01290 PAYMENT PROCEDURES 01310 PROJECT MANAGEMENT AND COORDINATION 01330 SUBMITTAL PROCEDURES 01400 QUALITY REQUIREMENTS 01420 REFERENCES 01500 TEMPORARY FACILITIES AND CONTROLS 01600 PRODUCT REQUIREMENTS 01700 EXECUTION REQUIREMENTS 01731 CUTTING AND PATCHING 01732 SELECTIVE DEMOLITION 01770 CLOSEOUT PROCEDURES 01781 PROJECT RECORD DOCUMENTS Project No. 1225.0 TABLE OF CONTENTS 00004 -1 DIVISION 4 - MASONRY 04900 MASONRY RESTORATION & CLEANING DIVISION 6 — WOOD AND PLASTICS 06201 EXTERIOR FINISH CARPENTRY DIVISION 7 — THERMAL AND MOISTURE PROTECTION 07620 SHEET METAL FLASHING AND TRIM 07920 JOINT SEALANTS DIVISION 9 — FINISHES 09900 PAINTING Project No. 1225.0 TABLE OF CONTENTS 00004 -2 INVITATION TO BID CITY OF DUBUQUE CITY HALL EXTERIOR MASONRY REHABILITATION 50 West 13th Street Dubuque, IA You are invited to submit stipulated sum bids to The City of Dubuque for the furnishing of all labor, materials, equipment, taxes, insurance, permits, fees, and skills required for City of Dubuque City Hall Exterior Masonry Rehabilitation in Dubuque, IA. Proposals shall be in accordance with the Contracts of Work — Specification Section 01125 — Summary of Multiple Contracts. The project shall be constructed in accordance with the design requirements, in the Contract Documents, dated 28 January 2013, as prepared by Jeffrey Morton Associates, 206 Bluff Street, Dubuque, IA 52001. Contractor bids are requested for the project in accordance with the following: A Prime Construction bid will be received for: Contract No. 1 — Masonry Restoration All bids shall be submitted to: City of Dubuque City Clerk Attn: Kevin Firnstahl 50 West 13th Street Dubuque, IA 52001 Fax: 563.589.0890 Contracts as described in Specification Section 01125 — Summary of Multiple Contracts - must be bid using Document 00410 — Bid Form. All bidders are subject to the provisions as applicable for: Division 0 — Bidding & Contracting Requirements and Division 1 — General Requirements, for each specific Contract. Submit completed bid and other required attachments in a sealed opaque envelope clearly marked with 1) Project Name, 2) Category of Work, 3) Name and Address of Bidder. No responsibility shall be attached to the Architect, Owner, or their authorized representative for the premature opening of any bid not properly addressed and identified. Bids will be received at the office of City of Dubuque City Clerk, 50 West 13th Street, Dubuque, IA 52001, before 2:00 PM on Thursday, February 21, 2013. Bids may be hand - delivered or mailed on the completed Bid Form enclosed herein. Copies of the Bidding Documents may be picked up at Tri-State Blue Print & Framing Company, 696 Central Avenue, Dubuque, Iowa 52001, (563.556.3030) after 1:00 PM on Monday, February 11, 2013. Bid Security is not required. A Performance Bond will be required by the Owner. Provide pricing for consideration via the base bid. Liquidated Damages: There is a $500 per day liquidated damages clause. The project must be complete Project No. 1225.0 INVITATION TO BID 00100 -1 by the date to be agreed upon between the Owner and Contractor at the execution of the Contract. The liquidated damage, or a portion thereof, will be shared by all parties responsible. All bids must be submitted on the Bid Form bound in the specifications. The Owner reserves the right to reject any and all bids or to waive any technicalities and irregularities. Time is of the essence & the work is to be expedited. The Work of this Project will start on Monday, March 18, 2013. The Work shall be conducted in phases with commencement & completion dates as determined by the Owner's Representative, Architect and Contractor. The successful Bidder will be required to commit himself to meeting the Owner's schedule and, barring disruptions caused by other forces, will be responsible for staffing the Project accordingly. Pre -Bid Meeting: A mandatory pre -bid meeting will be held at City Hall on Thursday, February 14 2013 @ 10:00 AM. Meet at the project site (East building entrance). An inspection of the building will be conducted @ this time. City of Dubuque, Iowa Public Improvement Contract -rev. 5/10 and AIA Document A101, STANDARD FORM OF AGREEMENT BETWEEN OWNER AND CONTRACTOR - 2007 EDITION — where the Basis of Payment is a Stipulated Sum form the basis of the contract between the Owner and Contractor. The Owner's Representative will act as the superintendent on this project for supervision. Bids will be opened publicly for consideration by the Owner. It is the intent of the Owner to notify the successful bidders of award not later than 3:00 PM on Tuesday, 5 March 2013. Bidder pre - qualification is not required. END OF SECTION 00100 Project No. 1225.0 INVITATION TO BID 00100 -2 INSTRUCTION TO BIDDERS To be considered, Bids must be made in accordance with these Instructions to Bidders. DOCUMENTS: Complete sets of Bidding Documents may be obtained in accordance with the Advertisement for Bids. EXAMINATION: Bidders shall examine the documents pertaining to the work of other contracts and trades; their responsibility for certain work may be established therein. Examine the documents and the construction site to obtain first -hand knowledge of existing conditions. Extra compensation will not be given for conditions which can be determined by examining the documents and site. Nor will neglect of this examination be used as a reason for delay in the work. Bidders are cautioned to be alert for the possibility of missing project manual pages. In all cases, pages are numbered consecutively within each section, and the final page of each section is identified by "END OF SECTION QUESTIONS AND INTERPRETATIONS: Submit all questions about the Bid Documents to Jeffrey Morton Associates in writing to the attention of Jeff Morton. Replies will be issued to all Contract Document holders of record as Addenda to the Drawings and will become part of the Contract Documents. The Architect/Engineer and Owner will not be responsible for oral clarification. Failure to request clarification will not waive the responsibility of comprehension of the documents and performance of the work in accordance with the intent of the documents. Signing of the Agreement will be considered as implicitly denoting thorough comprehension of intent of the Bidding Documents. SUBSTITUTIONS: To obtain approval to use an unspecified product, deliver written requests to the Architect/Engineer at least four (4) days before the bid date. Late requests will not be considered. Clearly describe and indicate the product for which approval is requested, including data, clearly marked necessary to demonstrate acceptability. Written request must indicate the section number, page number and line number of the Specification for the request of the product being made. If the product is acceptable, the Architect/Engineer will approve it in an Addendum issued to plan holders on record. BASIS OF BID: Include alternates, allowances, and all unit costs as described in Division 1 and shown on the Bid Form. Failure to comply may be cause for rejection. PREPARATION OF BIDS: Remove the bid form and bid bond form Of used) from the specifications. Submit bids on unaltered Bid Form bound within the Project Manual. Bid amounts shall be both written and printed in the space provided. In case of conflicts between figures, the written amount will prevail. Acknowledge, in the space provided, the receipt of all addenda issued during the bidding period. Submit signed bids with name typed below signature. Bids which are not signed by individuals submitting them should have attached thereto a power of attorney evidencing authority to sign the bid in the name of the person for whom it is signed. Bids which are signed for a partnership should be signed by the partners or by an attorney -in -fact. If signed by an attorney -in -fact, there should be, attached to the bid, a power of attorney evidencing authority to sign the bid, executed by the partners. Bids which are signed for a corporation shall show the correct corporate name thereof and the state of incorporation. The signature of the president or other authorized officer of the corporation shall be Project No. 1225.0 INSTRUCTIONS TO BIDDERS 00200 -1 manually written below the corporate name following the word "By _." If such a bid is manually signed by an official other than the president of the corporation, a certified copy of a resolution of the Board of Directors evidencing authority of such official to sign the bid should be attached to it. Such a bid should also bear the attesting signature of the secretary of the corporation and impression of the corporate seal. BID SECURITY: Bid security is required. PERFORMANCE BOND AND PAYMENT BOND: Provide price to furnish and pay for bonds covering faithful performance of the Agreement and payment of obligations arising there under. Furnish bonds in such form as the Owner may prescribe and with a surety company acceptable to the Owner. Deliver said bonds to the Owner not later than the date of execution of the Agreement. Failure or neglecting to deliver said bonds, as specified, shall be considered as having abandoned the Agreement. SUBMITTAL OPTIONS: General: Bidders may submit bids via Federal Express, United Parcel Service, United States Postal Service Overnight Delivery, or hand - delivery. These responses must arrive at the place and by the time specified in the Advertisement for Bids. Bidders must allow sufficient time for delivery prior to the time for receipt. Responses in transit or not at the opening location at the time for receipt will not be considered. The only acceptable evidence to establish receipt is the evidence maintained by The City of Dubuque. Submit completed bid and other required attachments in a sealed opaque envelope clearly marked with (1) Project name, (2) category of work, (3) name and address of bidder. No responsibility shall be attached to the Architect, Owner or their authorized representative for the premature opening of any bid not properly addressed and identified. MODIFICATION AND WITHDRAWAL OF BIDS: Bidders may withdraw their bids at any time before bid closing. Bids may be modified and resubmitted or new bids submitted, so long as the requirements for submittal of bids are met. No bid may be withdrawn during the bid holding period stated in the Bid Form. DISQUALIFICATION: The Owner reserves the right to disqualify Bids, before or after opening, upon evidence of collusion with intent to defraud or other illegal practices upon the part of the bidder. OPENING: Bids will be opened as announced in the Advertisement for Bids. AWARD: Before the award of contract, the Owner will be satisfied that the bidder involved: Maintains permanent place of business. Has adequate labor & equipment to do the work properly and expeditiously. Has a suitable financial status to meet obligations incidental to the work. Has appropriate technical experience. Has satisfactorily completed contracts of similar nature and magnitude. REJECTION OF BIDS: The Owner reserves the right to accept any Bid, and to reject any or all Bids, or to negotiate Contract Terms with the various Bidders, when such is deemed by the Owner to be in their best interest. Project No. 1225.0 INSTRUCTIONS TO BIDDERS 00200 -2 EXECUTION OF CONTRACT: The Agreement for the work will be written on City of Dubuque, Iowa Public Improvement Contract and AIA Document A101 -2007. Notwithstanding any delay in the preparation and execution of the formal Contract Agreement, each Bidder shall be prepared, upon verbal or written notice of bid acceptance, to commence work within two (2) days following receipt of official verbal or written order of the Owner to proceed, or on date stipulated in such order. The accepted bidder shall assist and cooperate with the Owner in preparing the formal Contract Agreement, and within 3 days following its presentation shall execute same and return it to the Owner. END OF SECTION 00200 Project No. 1225.0 INSTRUCTIONS TO BIDDERS 00200 -3 TO: City of Dubuque 50 West 13th Street Dubuque, IA 52001 Attn: Kevin Firnstahl, City Clerk We/I BID FORM circle: Individual Partnership Corporation have received the Contract Documents: City of Dubuque - City Hall Exterior Masonry Rehabilitation, 50 West 13th St., Dubuque, Iowa, dated December 10, 2012, which includes the Project Specifications and Drawings We /I have received & included Addenda #s through & have included their provisions in my Bid. We /I have examined the documents & submit the following bid: CONTRACT NO. 1 MASONRY RESTORATION We /I will perform all work of this contract for the sum of Dollars ($ (figures) VOLUNTARY SUBSTITUTIONS We propose to provide the following substitute products in lieu of those specified at the indicated changes in the contract price. Section Product Manufacturer / Model # Difference in Cost Add/Deduct: $ Add/Deduct: $ Add/Deduct: $ UNIT PRICES (as identified in Section 01270 — UNIT PRICES) Unit Price No. 1 (Additional Price for Brick Tuckpointing): $ Unit Price No. 2 (Additional Price for Brick Replacement): $ TIME & MATERIAL RATES: per square foot of wall area. per square foot of wall area. • Labor Wage; Plus % Labor Burden; Plus 15% Overhead & Profit Project No. 1225.0 BID FORM 00410 -1 • Material; Plus Sales Tax, Plus 10% Overhead & Profit • Equipment @ Area Rate; Plus 7.5% Overhead & Profit • Subcontract; Plus 7.5% Overhead & Profit * Identify Labor Burden Percentage in the space above. ** Overhead & profit for changes in the scope of work will be provided @ rates indicated. ACCEPTANCE In submitting this bid, We /I agree: • To hold this offer open thirty (30) days from the bid closing date. • To accept all provisions of the Contract Documents, including drawings, specifications, & addenda. • To enter into & execute an Agreement, if awarded, within three (3) days after acceptance of this bid. • To furnish a Performance Bond and Labor & Material Payment Bond. • To accomplish the work in accordance with the Contract Documents. • To complete the work in accordance with the project schedule. • To provide and pay for all taxes applicable to the work of this bid. Name of Firm Address City (Individual) (Partnership) Signature (Corporation) Title (Partnership) State Zip Date END OF SECTION 00410 Project No. 1225.0 BID FORM 00410 -2 SECTION 00430 BID BOND BIDFORM -2 Rev. 05/10 KNOWN ALL MEN BY THESE PRESENTS, that we as Principal (Contractor), and as Surety, are held and firmly bound unto the unto the City of Dubuque, Iowa (City), in the penal sum of in lawful money of the United States, for the payment of which sum well and truly to be made, we bind ourselves, our heirs, executors, administrators, and successors, jointly and severally, firmly by these presents. The condition of this obligation is such that whereas the Principal has submitted the accompanying bid, dated day of 20 for (the Project). NOW, THEREFORE, if the Principal shall not withdraw said bid within the period specified therein during the opening of same, or if no period specified, within thirty (30) days after said opening, and shall within the period specified therefore, if no period be specified, within ten (10) days after date of the City's Notice of Award, enter into a written contract with the City, in accordance with the bid as accepted, and give bond with good and sufficient surety or sureties, as may be required for the faithful performance and proper fulfillment of such contract, then the above obligation shall be void and of no effect, otherwise to remain in full force and virtue. By virtue of statutory authority, the full amount of this bid bond shall be forfeited to the City in liquidations of damages sustained in the event that the afore described bidder, Principal, fails to execute the contract and provide the bond as provided in the contract specifications or by law. IN WITNESS WHEREOF, the above bounden parties have executed this instrument under their several seals this day of 20_ the name and corporate seal of each corporate party being hereto affixed and these presents duly signed by its undersigned representative pursuant to authority of its governing body. PRINCIPAL: SURETY: Contractor Surety Company By: By Signature Signature Title Date Title Date END OF SECTION 00430 SECTION 00520 CONTRACTFORM -3 Rev. 05/10 CITY OF DUBUQUE, IOWA PUBLIC IMPROVEMENT CONTRACT ( "Agreement A ") City Hall Masonry Rehabilitation Project 50 West 13th Street Dubuque, Iowa THIS IMPROVEMENT CONTRACT (the Contract), made in triplicate, dated for reference purposes the day of 20 between the City of Dubuque, Iowa, by its City Manager, through authority conferred upon the City Manager by its City Council (City) and (Insert Contractors Name) of the City of (Insert Contractors Address City, State). For and in consideration of the mutual covenants herein contained, the parties hereto agree as follows: CONTRACTOR AGREES: 1. To furnish all material and equipment and to perform all labor necessary for the (the Project). The Project shall be constructed in strict accordance with the requirements of the laws of the State of Iowa and ordinances of the City of Dubuque, and in accordance with the Contract Documents. 2. Contract Documents shall mean and include the following: This Public Improvement Contract, the Performance Payment, Maintenance Bond, and all ordinances and resolutions heretofore adopted by the City Council having to do with the Project; the Notice to Bidders; the Contractor's Proposal; and the Plans, Specifications, and General Requirements in the Construction Documents Manual for the Project. 3. All materials used by the Contractor in the Project shall be of the quality required by the Contract Documents and shall be put in place in accordance with the Contract Documents. 4. The Contractor shall remove any materials rejected by the City Manager as defective or improper, or any of said work condemned as unsuitable or defective, and the same shall be replaced or done anew to the satisfaction of the City Manager at the cost and expense of the Contractor. 5. Five percent (5 %) of the Contract price shall be retained by the City for a period of thirty (30) days after final completion and acceptance of the Project by the City Council to pay any claim that may be filed within said time for labor and materials done and furnished in connection with the performance of this Contract and for a longer period if such claims are not adjusted within that Page 1 of 4 SECTION 00520 CONTRACTFORM -3 Rev. 05/10 time, as provided in Iowa Code Chapter 573 or Iowa Code Chapter 26. The City shall also retain additional sums to protect itself against any claim that has been filed against it for damages to persons or property arising through the prosecution of the work and such sums shall be held by the City until such claims have been settled, adjudicated or otherwise disposed of. 6. The Contractor has read and understands the Contract Documents herein referred to and agrees not to plead misunderstanding or deception because of estimates of quantity, character, location or other conditions for the Project. 7. In addition to any guarantee provided for in the specifications, the Contractor shall also make good any other defect in any part of the Project due to improper construction notwithstanding the fact that said Project may have been accepted and fully paid for by the City, and the Contractor's maintenance bond shall be security therefore for a period of two years after the date of substantial completion. 8. The Contractor shall fully complete the Project under this Contract on or before the date indicated in the Construction Schedule and Agreed Damages Section of the Contract Documents. 9. To the fullest extent permitted by law, the Contractor shall indemnify and hold harmless the City from and against all claims, damages, losses and expenses, including but not limited to attorneys' fees, arising out of or resulting from performance of the Contract, provided that such claim, damages, loss or expense is attributable to bodily injury, sickness, disease or death, or injury to or destruction of property (other than the Project itself) including loss of use resulting there from, but only to the extent caused in whole or in part by negligent acts or omissions of the Contractor, the Contractor's subcontractor, or anyone directly or indirectly employed by the Contractor or the Contractor's subcontractor or anyone for whose acts the Contractor or the Contractor's subcontractor may be liable, regardless of whether or not such claim, damage, loss or expense is caused in part by a party indemnified hereunder. 10. The Contractor hereby represents and guarantees that it has not, nor has any other person for or in its behalf, directly or indirectly, entered into any arrangement or agreement with any other bidder, or with any public officer, whereby it has paid or is to pay any other bidder or public officer any sum of money or anything of value whatever in order to obtain this Contract; and it has not, nor has another person for or in its behalf directly or indirectly, entered into any agreement or arrangement with any other person, firm, corporation or association which tends to or does lessen or destroy free competition in the award of this Contract and agrees that in case it hereafter be established that such representations or guarantees, or any of them are false, it will forfeit and pay not less than ten percent (10 %) of the Contract Page 2 of 4 SECTION 00520 CONTRACTFORM -3 Rev. 05/10 price but in no event be less than $2,000.00 (Two Thousand Dollars) to the City. 11. The surety on the bond furnished for this Contract, shall in addition to all other provisions, be obligated to the extent provided for by Iowa Code § 573.6, relating to this Contract, which provisions apply to said bond. 12. The Contractor agrees, and its bond shall be surety therefore, that after the Certificate of Substantial Completion has been issued by the City, it will keep and maintain the Project in good repair for a period of two years. The City of Dubuque and the Contractor agree to comply with all applicable standards, orders, or regulations issued pursuant to the Clean Air Act of 1970 (42 U.S.C. 1958 (H) et. seq.) and the Federal Water Pollution Act (33 U.S.C. 1368 et. seq.) as amended, Executive Order 11738, and Environmental Protection Agency regulations (40 CFR, Part 15). Contractor shall comply with Section 103 and 107 of the Contract Work Hours and Safety Standards Act (40 USC 327 -330) and Department of Labor Regulations (29 CFR, Part 5). The City of Dubuque and the Contractor agree to comply with all provisions of the Davis -Bacon Federal Prevailing Wage Act and related labor requirements and regulations and the Federal Wage Determination for this Project. The City of Dubuque and the Contractor agree that equipment or products authorized to be purchased with federal funding awarded for this contract must be American -made to the maximum extent feasible, in accordance with Public Law 103 -121, Sections 606 (a) and (b). 13. The attached AIA Document A101 -2007 ( "Agreement B ") shall be considered as part of this Contract. CITY OF DUBUQUE, IOWA PRINCIPAL: By City Manager Contractor By Signature Title Page 3 of 4 SECTION 00520 CERTIFICATE OF CITY CLERK CONTRACTFORM -3 Rev. 05/10 This is to certify that a certified copy of the above Contract has been filed in my office on the day of , 20 Kevin Firnstahl, City Clerk THE CITY AGREES: 13. Upon the completion of the Contract, and the acceptance of the Project by the City Council, the City agrees to pay the Contractor as full compensation for the complete performance of this Contract, the amount determined for the total work completed at the prices stated in the Contractor's Proposal and less any liquidated damages provided for in the Contract Documents. The number of any units stated in the plans and specifications is approximate only and the final payment shall be made by the work covered by the Contract. CONTRACT AMOUNT $ (Insert Contract Amount) END OF SECTION 005200 = = == Page 4 of 4 AIA Document AIOITM - 2007 Standard Form of Agreement Between Owner and Contractor where the basis of payment is a Stipulated Sum AGREEMENT made as of the day of in the year (in words, indicate day, month and year.) ETWEEN the Owner: (Name, legal status, address and other info ion) and the Contractor: (Name, legal status, address and other information) for the following Project: (Name, location and detailed description) City of Dubuque-City Hall Masonry Rehabilitation Project The Architect: (Name, legal status, address and other info rmation} The Owner and Contractor agree as follows. ADDITIONS AND DELETIONS: The author of this document has added information needed for its completion. The author may also have revised the text of the original AIA standard form. An Additions and Deletions Report that notes added information as well as revisions to the standard form text is available from the author and should be reviewed. A vertical line in the left margin of this document indicates where the author has added necessary information and where the author has added to or deleted from the original AlA text, This document has important legal consequences. Consultation with an attorney is encouraged with respect to its completion or modification. AIA Document A201Tm-2007, General Conditions of the Contract for Construction, is adopted in this document by reference. Do not use with other general conditions unless this document is modified. AlA Document A101 TM 2007. Copyright © 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1967, 1974, 1977, 1987, 1991, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This Me Document is protected by U,S. Copyright Law and international Treaties„ Unauthorized reproduction or distribution of this AlAu Document., or- any portion of it, may result in severe l and criminal iaenaities, and will be prosecuted to the maximum extent possible under the iaw, This document was produced by AlA software at 14:45:06 on 12/18/2012 under Order No.8829708246_1 which expires on 01/11/2013, and is not for resale. User Notes: (1348823635) TABLE OF ARTICLES THE CONTRACT DOCUMENTS 2 THE WORK OF THIS CONTRACT DATE OF COMMENCEMENT AND SUBSTANTIAL CO P ETION 4 CONTRACT SUM PAYMENTS DISPUTE RESOLUTION 7 TERMINATION OR SUSPENSION MISCELLANEOUS PROVISIONS 9 ENUMERATION OF CONTRACT DOCUMENTS 10 INSURANCE AND BONDS Init. ARTICLE 1 THE CONTRACT DOCUMENTS The Contract Documents consist of this Agreement, Conditions of the Contract (General, Supplementary and other ond;itions), Drawings, Specifications, Addenda issued prior to execution of this Agreement, other documents listed m this Agreement and Modifications Issued after execution of this Agreement, all of which form the Contract, and are as fully a part of the Contract as if attached to this Agreement or repeated herein. The Contract represents the entire and integrated agreement between the parties hereto and supersedes prior negotiations, representations or agreements, either written or oral. An enumeration of the Contract Documents, other than a Modification, appears in Article 9. ARTICLE 2 THE YVORK OF THIS CONTRACT Contractor shall Fully execute the Work described in the Contract Documents, except as specifica y indicated in the Contract Documents to be the responsibility of others, ARTICLE 3 DATE OF COMMENCEMENT AND SUBSTANTIAL COMPLETION § 3.1 The date of commencement of the Work shall be the date of this Agreement unless a different date is stated below or provision is made for the date to be fixed in a notice to proceed issued by the Owner. (Insert the date of commencement if it differs from the date of this Agreement or, if applicable, state that the date will be fixed in (2 notice to proceed.) lf, prior to the commencement of the Work, the Owner requires time to file mortgages and other security interests, the Owner's time requirement shall be as follows: § 3.2 The Contract Time shall be measured from the date of commencement. 3.3 The Contractor shall achieve Substantial Completion of the entire Work not later than ( ) days from the date of commencement, or as follows: (Insert number of calendar days. Alternatively, a calendar date may be used when coordinated with the date of commencement. If appropriate, insert requirements for earlier Substantial Completion of certain portions of the Work.) AM Document A101 ' « 2007, Copyright 0 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1967, 1974, 1977, 1987, 1991, 1997 and 2007 by The American institute of Architects. Ali rights reserved, WA8N1NGt This Mkt Document is protected by Copyright Lam, and international Treatiosi Unauthorized ropmduction or distribution of this Mc DOCument, or any portion of it, may result itt severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by MA software at 14:45:06 on 12/18/2012 under Order No.8829708246_1 which expires on 01/11/2013, and is not for resale. User Notes: (1348823635) Portion of Work Substantial Completion Date , subject to adjustments of this Contract Time as provided in the Contract Documents. (Insert provisions, if any, for liquidated damages relating to failure to achieve Substantial completion on time or or bonus payments or early completion of the Work) ARTICLE 4 CONTRACT SUM § 4.1 The Owner shall pay the Contractor the Contract Sum in current hinds for the Contractor's performance of the Contract. The Contract Sum shall be ($ ), subject to additions and deductions as provided in the Contract Documents. § 4.2 The Contract Sum is based upon the following alternates, if any, which are described in the ContTact Documents and are hereby accepted by the Owner: (State the numbers or other identification or accepted alternates. if the bidding or proposal documents permit the Owner to accept other alternates subsequent to the execution of this Agreement, attach a schedule of such other alternates showing the amount lb r each and the date when that amount expires) § 4.3 Unit prices, if any: (Identify and state the wilt price; state quantity limitations, if any, to which the unit price will be applicable.) Units and Limitations Price Per Unit ($0.00) § 4.4 Allowances iricluded in the Contract Sum, if any: ((dentin) allowance and state exclusions, if any, from the I o Once price.) Price ARTICLE 5 PAYMENTS § 5.1 PROGRESS PAYMENTS § 5.1.1 Based upon Applications for Payment submitted to the Architect by the Contractor and Certificates for Payment issued by the. Architect, the Owner shall make progress payments on account of the Contract Sum to the Contractor as provided below and elsewhere in the Contract Documents. § 5.1.2 The period covered by each Application for Payment shall be one calendar month ending on the last day of the month, or as follows. § 5.1.3 Provided that an Application for Payment is received by the Architect not later than the day of a month, the Owner shall make payment of the certified amount to the Contractor not later than the day of the month. If an Application for Payment is received by the Architect after the application date fixed above, payment shall be made by the Owner not later than ( ) days after the Architect receives the Application for Payment. (Federal, state or local laws may require payment within a certain period of ime.) § 5.1.4 Each Application for Payment shall be based on the most recent schedule of values submitted by the Contractor in accordance with the Contract Documents. The schedule of values shall allocate the entire Contract Sum among the various portions of the Work. The schedule of values shall be prepared in such form and supported 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 Applications for Payment. MA Document AlOirm — 2007. Copyright © 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1967, 1974, 1977, 1987, 1991, 1997 and 2007 by The American Init. Institute of Architects. All rights reserved, lritiARNiNG, This MAD Document is protected by U,S, Copyright Lim and loremationol Treaties. Unauthorized rC. roduction or distribution of this MAD Document or any portion of it, may result in severe civil and criminal penalties, end be prosecuted to the maximum extent possible under the law. This document was produced by AlA software at 14:45:06 on 12/1812012 under Order No.8829708246_1 which expires on 01/11/2013, and is not for resale. User Notes: (1348823635) § 5.1.5 Applications for Payment shall show the percentage of completion of each portion of the Work as of the end of the period covered by the Application for Payment. § 5.1.6 Subject to other provisions of the Contract Documents, the amount of each progress payment shall be computed as follows: .1 Take that portion of the Contract Sum properly allocable to completed Work as determined by multiplying the percentage completion of each portion of the Work by the share of the Contract Sum allocated to that portion of the Work in the schedule of values, less retainage of percent ( %). Pending final determination of cost to the Owner of changes in the Work, amounts not in dispute shall be included as provided in Section 7.3.9 of AIA Document A201TM -2007, General Conditions of the Contract for Construction; Add that portion of the Contract Sum properly allocable to materials and equipment delivered and suitably stored at the site for subsequent incorporation in the completed construction (or, if approved in advance by the Owner, suitably stored off the site at a location agreed upon in writing), less retainage of percent ( %); Subtract the aggregate of previous payments made by the Owner; and. Subtract amounts, if any for which the Architect has withheld or nullified a Certificate for Pa ent as provided in Section 9.5 of AIA Document A201 -2007. § 5.1.7 The progress payment ount determined in accordance with Section 5. 1.6 shall be further modified under the following circumstances: Add, upon Substantial Completion of the Work, a sum sufficient to increase the total payments to the full amount of the Contract Sum, less such amounts as the Architect shall determine for incomplete Work, retainage applicable to such work and unsettled claims; and Section 9.8.5 ofAI4 Document '4201-2007 requires release of applicable retainage upon Substantial Completion of Work with consent of surety, if any.) Acid, if final completion of the Work is thereafter materially delayed through no fault of the Contractor, any additional amounts payable in accordance with Section 9.10.3 of AIA Document A201 -2007. 8 Reduction o itation of retainage, if any, shall be as follows: s intended, prior to Stihstantial Completion of the entire Work, to reduce or limit the retainage resulting„from the percentages inserted in Sections 5.1.6.1 and 5.1.6.2 above, and this is not explained elsewhere in the Contract Documents, insert here provisions ch reduction or limitation.) § 5.1.9 Except with the Owner's prior approval, the Contractor shall not make advance payments to suppliers for equipment which have not been delivered and stored at the site § 5,2 FINAL PAYMENT § 5.2.1 Final payment cons Contractor when he entire unpaid balance of the Contract Sum, shall be made by the Owner to the he Contractor has fully performed the Contract except for the Contractor's responsibility to correct as provided in Section 12.2.2 of AIA Document A201 -2007, and to satisfy other requirements, if any which extend beyond final payment; and a final Certificate for Payment has been issued by the Architect. § 5.2.2 The Owner's final payment to the Contractor shall be made no later than 30 days after the issuance of the Architect's final! Certificate for Payment, or as follows: Init. ARTICLE 6 DISPUTE RESOLUTION § 6.1 INITIAL DECISION MAKER The Architect will serve as Initial Decision Maker pursuant to Section 15.2 of AIA Document A201 -2007, unless the parties appoint below another individual, not a party to this Agreement, to serve as Initial Decision Maker. AIA Document A101TM 2007. Copyright © 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1967, 1974, 1977, 1987, 1991, 1997 and 2007 by The American Institute of Architects. All rights reserved, s," , i ,. This A, ,' i i , ° , n. Unauthorized .( 't" be*`, _ kL, of this R . portion f may :1`F tom. "a "u" a.�$, �" 5mr'. .. f;, "^„ reproduction rF �i ��.�.'.Ym RS �e4,,1 ,�. z.�,:� F .fig Document Rai �e9 aS`}; . �F. <�� ,� r, .ti rc.<�,z._. l � � � >. � .4 t ;� ? d.''.,«�s- :�,sit.rd to the mi.xi num extent possible ender the law. This document was produced by AIA software at 14:45 :06 on 12/18/2012 under Order No.8829708246__1 which expires on 01/11/2013, and is not for resale, User Notes: (1348823635) (If the parties mutually agree, insert the name, address and other contact "rro ation of the Initial Decision Maker, if other than the Architect.) § 6.2 BINDING DISPUTE RESOLUTION For any Claim subject to, but not resolved by, mediation pursuant to Section 15.3 of AIA Document A201-2007, the method of binding dispute resolution shall be as follows: (Check the appropriate box. if the Owner and Contractor do not select a method of binding dispute resolution below, or do not subsequently agree in writing to a binding dispute resolution method other than litigation, Claims will be resolved b.); litigation in a court of competent jurisdiction.) [ j Arbitration pursuant to Section 15.4 of AIA Document A201-2007 Litigation in a court of competent jurisdiction Other (Specify) ARTICLE 7 TERMINATION OR SUSPENSION § 7.1 The Contract may be terminated by the Owner or the Contractor as provided in Article 14 of AIA Document A201-2007. § 71 The Work may be suspended by the Owner as provided in Article 14 of AIA Document A201-2007. ARTICLE 8 MISCELLANEOUS PROVISIONS § 8.1 Where reference is made in this Agreement to a provision of AIA Document A201-2007 or another Contract 13ocument, the reference refers to that provision as amended or supplemented by other provisions of the Contract Documents. § 8.2 Payments due and unpaid under the Contract shall bear interest from the date payment is due at the rate stated below, or in the absence thereof, at the legal rate prevailing from time to time at the place where the Project is located. (Insert rate of interest agreed upon, i any.) § 8.3 The Owner's representative: (Name, address and other information) § 8.4 The Contractor's representative: (Name, address and other information AIA Document Al 01 — 2007. Copyright 0 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1967, 1974, 1977, 1987, 1991, 1997 and 2007 by The American Init institute of Architects. All rights reserved WARNING: This AlAn Document is protected key U,S. Copyright Law and international Treaties, Unauthorized reproduction or distribution of this AtiAt Document, or any portion of it, may result in eavero civil and criminal penalties, and win be prosecuted to the maximum extend oossible under the law. This document was produced by AlA software at 14:45:06 on 12/18/2012 under Order No.8829708246_1 which expires on 01/11/2013, and is not for resale. User Notes: (1348823635) AIA Document A312Th - 1984 Performance Bond CONTRACTOR (Name and Address): SURETY (Name and Principal Place of Business): Gronen Restoration, Inc 1056 Main Street, PO Box 1862 Dubuque, IA 52004 OWNER (Name and Address): Dubuque Initiatives, Inc, Iowa Non - Profit Organization City Hall 50 W. 13th Street Dubuque, IA 52001 CONSTRUCTION CONTRACT Date: Amount: Description (Name and Location): BOND Date (Not earlier than Construction Contract Date): Amount: Modifications to this Bond: X None CONTRACTOR AS PRINCIPAL Company: (Corporate Seal) See Section 13 SURETY Company: (Corporate Seal) Signature: Signature: Name and John Gronen , Owner Name and Title: Title: (Anil additional signatures appear on the last page) (FOR INFORMATION ONLY - Name. Address and Telephone) AGENT or BROKER: OWNER'S REPRESENTATIVE (Architect, Engineer or other party): William Callahan City Hall 50 W. 13th Street Dubuque, IA 52001 Telephone Number: William Callahan Fax Number: 563 -589 -2184 Mobile Number: 563 -589 -2059 wcallahan®dubuquebank.com ADDITIONS AND DELETIONS: The author of this document has added information needed for its completion. The author may also have revised the text of the original AIA standard form. An Additions and Deletions Report that notes added information as well as revisions to the standard form text is available from the author and should be reviewed. This document has important legal consequences. Consultation with an attorney is encouraged with respect to its completion or modification. Any singular reference to Contract, Surety, Owner or other party shall be considered plural where applicable. ELECTRONIC COPYING of any portion of this AIA" Document to another electronic file is prohibited and constitutes a violation of copyright laws as set forth in the footer of this document. AIA Document A312..- 1994. Copyright O 1984 by The American Institute of Pmbasecte. A31 rights reserved protected by U.S. Copyright I.aw and national Treaties. Unauthorized reproduction or distribution of portion it, may result i e civil and criminal penalties, and will be proeec i to the maxiamm This d . was produced G. LIP_ software at 09:04:06 on 04/20/2009 under Order No lOCO_2 '9.e__ wbrw expire User Notes: 55150; Tas All.` 'u Ia AIA` r any ne poss_b e under othe law. /11/2010, and is not for 2492395402) §1 The Contractor and the Surety, jointly and severally, bind themselves, their heirs. executors, administrators, successors and assigns to the Owner for the performance of the Construction Contract, which is incorporated herein by reference. § 2 If the Contractor perlurms the Construction Contract, the Surety and the Contractor shall have no obligation under this Bond, except to participate in conferences as provided in Section 3.I. §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 Section 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 Construction Contract. If the Owner, the Contractor and the Surety agree, the Contractor shall be allowed a reasonable 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 declared earlier than twenty days after the Contractor and the Surety have received notice as provided in Section 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 accordance with the terms of the contract with the Owner. § 4 When the Owner has satisfied the conditions of Section 3, the Surety shall promptly and at the Surety's expense 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 Construction Contract itself, through its agents or through independent 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 Construction Contract, arrange for a contract to be prepared for execution by the Owner and the contractor selected with the Owner'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 Section 6 in excess 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 determined, 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 Section 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 Section 4.4, and the Owner refuses the payment tendered or the Surety has denied liability, in whole or in part, 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 Section 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 Surety is obligated without duplication for: AlA Document A312° •- 1984. Copyright 0 1984 by l'ne ,l protected by U-C, copyrlgh.e haw and international T portion of it, may result ar s e and er m This draft was produced by 01A software at 09 :04 :00 0 User Notes: ns tltute of Architects. A11 rights reserved. WARNING: Thos ote Document is nauthorixed reproduction er distribution of thin Ale Doc any and will be prosecuted to the a extent posxible�U r the law, 009 under Order Nn 10000 _� which expires on 1/11A2010, d not 2395452! § 6.1 The responsibilities of the Contractor for correction of defective work and completion of the Construction Contract; § 6.2 Additional legal, design professional and delay costs resulting from the Contractor's Default, and resulting from the actions or failure to act of the Surety under Section 4; and § 6.3 Liquidated damages, or if no liquidated damages are specified in the Construction Contract, actual damages caused by delayed performance or non - performance 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 Construction 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. § 8 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. § 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 occurs first. 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. § 10 Notice to the Sure ty, the Owner or the Contractor shall be mailed or delivered to the address shown on the signature page. §11 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 here from and provisions conforming to such statutory or other legal requirement shall be deemed incorporated herein. The intent is that this Bond shall be construed as a statutory bond and not as a common law bond. § 12 DEFINITIONS § 12.1 Balance of the Contract Price: The total amount payable by the Owner to the Contractor under the Construction Contract after all proper adjustments have been made, including allowance to the Contractor of any amounts received or to be received by the Owner in settlement of insurance or other claims for damages to which the Contractor is entitled, reduced by all valid and proper payments made to or on behalf of the Contractor under the Construction Contract. § 12.2 Construction Contract: The agreement between the Owner and the Contractor identified on the signature page, including all Contract Documents and changes thereto. § 12.3 Contractor Default: Failure of the Contractor, which has neither been remedied nor waived, to perform or otherwise to comply with the terms of the Construction Contract. § 12.4 Owner Default: Failure of the Owner, which has neither been remedied nor waived, to pay the Contractor as required by the Construction Contract or to perform and complete or comply with the other terms thereof. AZA Document A312. - 1984. Copyright 0 1984 lay The American Institute of Architects. Al] rights reserved. WAal4ttoc: Thin Ai.A' Document zs protected by U.S. nyriyht w and International T t' Unauthorized reproducti d C ih t -h A.A, D - or any of it may a nult in civil and criminal penalties, and will be prosecuted to the natant possible madam the law. This draft :..:o severe 'm:. as Frptl.. d by ..I P. software at 99.04.e6 cm m4/ J003 aedec order No.10 .3»,_ which expires or t.L 2:16, anJ in not for User Notes: 219239A4E2 i § 13 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: Signature: Name and Title: John Gronen , Owner Name and Title: Address: 1056 Main Street, PO Box Address: 1862 Dubuque, IA 52004 AlA Document A312°' - 1984. Copyright O 1984 by The P - ti - Institute c architects. All rights reserved. WARNIIAC: 1'h.. es. I protected e bi U.S. Copyright: Law and International Treaties. Unauthorized wi reproduction prosecuted ed to distribution e a mP thia Fpea cc This his:da o .., pry result civil and criminal n 04120/2000 and will Co er No.100038d t9 a,n ich expires extent 1411 /21e andsd is produced by niA cold ware at 0404:06 on 09%29/2008 under Order No.100l3 -_ which e'p: -es o /_1/201J, and is not for User Notes: Payment Bond CONTRACTOR (Name and Address): Gronen Restoration, Inc 1056 Main Street, PO Box 1862 Dubuque. IA 52004 OWNER (Name and Address): Dubuque Initiatives, Inc, Iowa Non -Profi Organization City Hall 50 W. 13th Street Dubuque, IA 52001 SURETY (Name and Principal Place of Business): CONSTRUCTION CONTRACT Date: Amount: Description (Name and Location): BOND Date (Not earlier than Construction Contract Date): Amount: Modifications to this Bond: X CONTRACTOR AS PRINCIPAL Company: (Corporate Seal) None Signature: Name and Title: John Gronen , Owner '" - (Anr additional signatures appear on the last SURETY Company: Signature: Name and Title: page) (FOR INFORMATION ONLY - Name, Addres AGENT or BROKER: See Section 16 (Corporate Seal) s and Telephone) OWNER'S REPRESENTATIVE Eng6 eer or other pang): William Callahan City Hall 50 W 13th Street Dubuque, IA 52001 Telephone Number: William Ca Fax Number 563.589 -2184 Mobile Number: 563 - 589 -2059 weal laban@dubuquebank.com AIA Document A312' - 1989. Co 1984 by The America Inutirute of Architects. All rights reserved. WARNING. lia AIA' Document. ..d cectrai by U.S. TopyruNht s. Inttrnatiotal Treabi ep. Unauthorized v production or d . _ of thie AIX. Document.. or any t may reenIC an and . 01J20/ and a . be No.1_00t 3 the R s . t: This draft was produced by AIA software at 09:05:06 on o4 {20 /Z 009 under Order No.].Ofj0383 x99_3 which eq.;.[c. on L3lt O.L, and is fnoC for [use: r s Rotes: :2992395462) § 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 performance of the Construction Contract, which is incorporated 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 furnished 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 Section 12) of any claims, demands, liens or suits and tendered defense of-suchclaims, 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 payment, 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 Section 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 Contractor and sent a copy, or notice thereof, to die 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 notice 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 Section 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. § 5 If a notice required by Section 4 is given by the Owner to the Contractor or to the Surety, that is sufficient compliance. §6 When the Claimant has satisfied the conditions of Section 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. § 6 Amounts owed by the Owner to the Contractor under the Construction Contract shall be used for the performance 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 priority 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 unrelated to the Construction Contract. The Owner shall not be liable for payment of any costs or expenses of any Claimant under this Bond, and shall have under tins Bond no obligations to make payments to, give notices on behalf of, or otherwise have obligations to Claimants under this Bond. Air Document A3138' - 1984. Copyright e 1984 by The American Institute of Architects. All rights reserved. WARNING: This All." Or finOtaCtOd .o.y. -Sht Saw and International TrnoXies. Unnuthorixod reproduction tabu__. - t, v, Fon portion of It. may result ii, novoini civil and criminal penalties, and will bc proseimted tan maximum extant under T .s draft was produced by CIA software at 09 :04 :06 on 04/2 0/2009 under order (so. 0003B3 c9 m which expires on 2/11/2010, and if no User Notes. § 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 jurisdiction in the location in which the work or part of the work is located or after the expiration of one year from the date (I) on winch the Claimant gave the notice required by Section 4.1 or Section 4.2.3; or (2) on which the last labor or service was performed by anyone or the last materials or equipment were furnished by anyone under the Construction 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 conforming to such statutory or other legal requirement shall be deemed incorporated herein. The intent is that this 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 equipment for use in the performance of the Contract. The intent of this Bond shall be to include without limitation 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 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 signature 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 Contractor as required by the Construction Contract or to perform and complete or comply with the other terms thereof. § 16 MODIFICATIONS TO THIS BOND ARE AS FOLLOWS: (Space is provided be/011716r additional signatures of added parties, other than those appearing on the cover page.) CONTRACTOR AS PRINCIPAL Company: (Corporate Seal) Signature: Name and Title: Address: John Oronen , Owner 1056 Main Street, PO Box! JJ 1862 Dubuque, IA 52004 SURETY Company: Signature: Name and Title: Address: (Corporate Seal) Ain Document A312" _ 1984. Copyright e 1984 by The American institute of Architects. A11 rights reserved Cr WAOC '" A[A° n. v protected i 13 S_ u.,,4r -J. t - .. arc International nati,s. Unxhcr zed reprodnothon or dist:TO:W:3.0n of Cris ealAn tv n , may v tl 013 . r and a e _ the - c,. I o .4.c _ dr result A g a a cur nr. -c , - v� pert ,rr was produced by Ain s. -e Hare at o9 _0a_A6 on 04/20/2 009 under Order No_aoo half 79 1 ec. ich expir_., on 1 /rl /solo, ara i. not for user Notes, (2193]95 -0621 CONTRACTORS: • Schedule Of Values shall be subm Agreement. EXHIBIT A ed using CSI numbers identified in Article 2 of the Contract • Invoices must be received on or before the 25`" day of each month. • Submit invoicing to: Jeffrey Morton Associates ATTN: Jeffrey Morton, Architect 206 Bluff Street Dubuque, IA 52001 • All invoices shall be prepared on AIA Form G732, G703, & Supplement Sheet (page 3). Subm signed & notarized copies. • Lien Waivers: 1st Application: Succeeding Applications: two (2) Provide conditional Lien Waivers from all Suppliers of materials & services over $1,000 in value. (1) Provide Lien Waiver for previous payment made. (2) Provide Lien Waivers from all Suppliers for materials & services over $1,000 in value. • Retainage = 5% (refer to Article 5.6.1) MATERIAL SUPPLIERS: • Provide two (2) invoice copies. • Invoices must be received on or before the 25`" day of each month. • Submit invoicing to: Jeffrey Morton Associates ATTN: Jeffrey Morton, Architect 206 Bluff Street Dubuque, IA 52001 • Lien Waivers: (not required for Purchase Orders with a value of less than $1,000) 1st Application: Lien Waiver is not required. Succeeding Applications: (1) Provide Lien Waivers for previous payment (for Purchase Orders with a value greater than $1,000). Jeffrey Morton Associates Invoicing Procedures A Document G7021" -1992 Application and Certificate for Payment TO OWNER: PROJECT: FROM CONTRACTOR: VIA ARCHITECT: APPLICATION NO: Col PERIOD TO: CONTRACT FOR: (iedend Construction CONTRACT DATE: PROJECT NOS: / / pletrihuuon to; OWNER: Cl ARCHITECT: ❑ CONTRACTOR ❑ FIELD:❑ OTHE(L' ❑ CONTRACTOR'S APPLICATION FOR PAYMENT Application Is male Car payment, as dawn below, In connection with the Contract. Condnuutlun Sheol, ACA Doeumunl G703, Is Masted. 1, ORIGINAL CONTRACT SUM.,...,_,..,,,.,..,,.. _.,,,,.,„,,.- ,,...,..._r,,,, „,. 5 2. NET CHANGE BY CHANGE ORDERS ,,,„,„ „,„„,„, „,,,,„w S 3. CONTRACT SUM TO DATE (Line I f 2) ,,, 4. TOTAL COMPLETED 8 STORED To DATE (Column O on 0703),..,., S 6, - RETAINAGEI o, % of Completed Work (Cuhunn D +Eon G703) E ha 99 n(Stumd Mtiteriel (Gilman on 071)3) 5 Tolnl flamingo (Lints 5a +56 or Toed In Column I of MUM .,..m„,. $ 6, TOTAL EARNED LESS MANAGE $ (Lino 4 Lags Line S Total) 7. LEES PREVIOUS CERTIFICATES FOR PAYMENT S (Lino G front prior Canlliunu) 6, CURRENT PAYMENT DUE.,,,,,.„,,,,,,, ,„„„,.„ ,„,,,,, ,,,,,,,,.,,,,.,,,,_,,. 9, BALANCE TO FINISH, INCLUDING RETAIHAGE (Lieu 3 less Line 6) S S CHANGE ORDER SUMMARY ADDITIONS DEDUCTIONS Total Magus ttpproyed In previous 'numbs by Owner $ S Total nppmvctl hits Monde S S TOTALS 5 5 NET CHANGES by Change Order 5 The ilnderslgned Contmctorcenlfus dint to the bolt or the Contractor's knowledge, Information and Miler lhc Work covered by lids Application for Payment hes been completed In accordance with the • Catered Documents, that ell amounts have been ptddby We Commuter fur Work fur which previous Candlemas for Payment went Issued and payments received from the Owner, and that current payment shown benzin is now due. CONTRACTOR: Dp: Date: Sloe tin County nh Subscribed and sworn to harem Mu this day of Wintry Public; My Commission expires: ARCHITECT'S CERTIFICATE FOR PAYMENT In eceentwce with the Caramel Documents, bilged on on -site observations end die data comprising dtis application, the Architect cenifras to the Owner trim to the best of the Architect's leowlodge, Infommdlmt mud belief 11w Work has progressed es Millenled. thespian!), untie 1Vurk In in mxanlalre with dw Connor Doaultenis, and din Calamity Is endued to eminent of the AMOUNT CERTIFIED. (Mach cpdrumtrun (Jalliman crrrlftyl differs frrmt air stn nut applied. Initial all figure,e oat this Appllcullun Cana on the Comhnualon Sheer Ilea are ehanged ro acnfarnt With Ihn amount c rt(fceL) ARCHITECT: fly; DIM; 1111s Cdnlilenle 19 nut nrguthible. Thu AMOUNT CERTIFIED Is pnynblu only to Ilse Llmlrnrlur • named herein. Issuance, payment and acceptance of payment are without prejudice to any rights ni the Owner Of Commetor under this Contract, .ALA Darruinonl07D21m-1092 Copyright 113 1953,1983, 1969, 1971, 1976, 1593 and 1397 by Tho Amenean InsgWla of Adidas:Ie, All rights renamed. w,mnIno: one Ala' Drwamom N ptueelwr fir U,S. Copy,luhi Luw mW hnemoeanal Tmaltas. Wmtyaurlted rvpurdnctluu et tesiiibuliml ul nee Ale' Document. or ouy puritan ul h may tmult fit emote dell end enalnal permit lee. anti will be prusecwed lu limo inetheme violent phuulblueodut Out raw.TNO dawnenl was pmdootd by AIA eullwmu of 1197,56 unOtROre0011 undue Order t e.le007D39713_1 Waal' expired on 1/111201 O. and k eel tar made. Goat rle1041 (151145x10131 1 lA Document G703m v 1992 Continuation Sheet AIA Document 0707., APPLICATION AND CERTIFICATION FOR PAYMENT, containing Contractor's signed certification 19 unbolted, In tabulations below, amounts arc staled to Alb nearest dollar. Ulla Column Ion Contracts where variable rclulnagc for 1Inc lima may imply. APPLICATION NO; APPLICATION DATE: PERIOD TO; ARCHITECT'S PROJECT NO: A B C D E F O H I ITBM DESCRIPTION OF WORK SCHEDULED VALUE VALUE WORK COMPLS its 1) MATERIALS PRESENTLY STORED (NOT IN D OR II} TOTAL COMPLETED AND STORED TO DATE (D +E +P) % (G =C) El ALANCETO FINISH (C - O) RETAINAQE (IF VARIABLE RATE) FROM PREVIOUS APPLICATION (D + E) THIS PERIOD GRAND TOTAL ATTACH 07024703 WITH SUPPLEMENT SHEEP' Identlt'y all suppliers of uhueduls fi sta•vice with agreements In excess Of 51.000. AIA DoolalwntG701n' -1B2L CopyrIghl411A1A, 1005, 1a09,10a7,IB70, IB7& 1OB3 and I OUR byTha Amadaan In111W10 el Atmlar4o, All rlahta ratorwd, WAUHINOI I bbl AIA' Obeunldl,l le prolesInd b; US. Capyrlghl LOW mib,pptrununbl Trualbla. Uneulllnrlrud rapruduallnn ra dlslrteullanul thin Ale an'',mnnl.InAny purling arh.nm•trami to Invwn civil And via md pmiallioo, and sill bu .aeoaulo'l In 'lire maxkllunrnr0. +q pmlelblo undor Iho Iaw.TNs daeimont was produaod lay AIR tollwma al 142aMT an 02/202009 undo, ONm Na.ltraU7t7D7t_I width [aphis on 1/11/21110, nal Io nut for regale. UeaTNoloa (1163505714) City of Dubuque Insurance Requirements for General, Artisan or Trade Contractors, Subcontractors or Sub Subcontractors Class A: Concrete Decking Demolition Earthwork Electrical Class B: Class C: Insurance Schedule B Elevators Fiber Optics Fire Protection Fireproofing HVAC Chemical Spraying Deconstruction Doors, Window & Glazing Drywall Systems Fertilizer Application Acoustical Carpet & Resilient Flooring Caulking & Sealants General Cleaning Paving & Surfacing Sheet Metal Piles & Caissons Site Utilities Plumbing Special construction Reinforcement Steel Roofing Structural Steel Finish Carpentry Landscaping Painting & Wall Covering Pest Control Plastering Grass Cutting Janitorial Non Vehicular Snow & Ice Removal Rough Carpentry Stump Grinding Tree Trimming Waterproofing Office Furnishings Power Washing Tile & Terrazzo Flooring Window Washing 1. Contractor shall furnish a signed Certificate of Insurance to the City of Dubuque, Iowa for the coverage required in Exhibit I prior to commencing work and at the end of the project if the term of work is longer than 60 days. Providers presenting annual certificates shall present a Certificate at the end of each project with the final billing. Each Certificate shall be prepared on the most current ACORD form approved by the Iowa Department of Insurance or an equivalent. 2. All policies of insurance required hereunder shall be with a carrier authorized to do business in Iowa and all carriers shall have a rating of A or better in the current A.M. Best's Rating Guide. 3. Each Certificate shall be furnished to the contracting department of the City of Dubuque. 4. Failure to provide minimum coverage shall not be deemed a waiver of these requirements by the City of Dubuque. Failure to obtain or maintain the required insurance shall be considered a material breach of this agreement. 5. Subcontractors and sub subcontractor performing work or service shall provide a Certificate of Insurance in accord with their respective classification to their contractor. 6. All required endorsements to various policies shall be attached to Certificate of insurance. 7. Whenever a specific ISO form is listed, an equivalent form may be substituted subject to the provider identifying and listing in writing all deviations and exclusions that differ from the ISO form. 8. Provider shall be required to carry the minimum coverage /limits, or greater if required by law or other legal agreement, in Exhibit I. Page 1 of 4 Schedule B, General, Artisan Or Trade Contractors, Subcontractors Or Sub Subcontractors October, 2012.Doc City of Dubuque Insurance Requirements for General, Artisan or Trade Contractors, Subcontractors or Sub Subcontractors Insurance Schedule B (continued) Exhibit I A) COMMERCIAL GENERAL LIABILITY General Aggregate Limit $2,000,000 Products - Completed Operations Aggregate Limit $2,000,000 Personal and Advertising Injury Limit $1,000,000 Each Occurrence $1,000,000 Fire Damage Limit (any one occurrence) $ 50,000 Medical Payments $ 5,000 a) Coverage shall be written on an occurrence, not claims made, form. All deviations from the standard ISO commercial general liability form CG 0001, or Business owners form BP 0002, shall be clearly identified. b) Include ISO endorsement form CG 25 04 "Designated Location(s) General Aggregate Limit" or CG 25 03 "Designated Construction Project (s) General Aggregate Limit" as appropriate. c) Include endorsement indicating that coverage is primary and non - contributory. d) Include endorsement to preserve Governmental Immunity. (Sample attached). e) Include additional insured endorsement for: The City of Dubuque, including all its elected and appointed officials, all its employees and volunteers, all its boards, commissions and /or authorities and their board members, employees and volunteers. using ISO form CG 20 10. Ongoing operations. f) All contractors shall include The City of Dubuque (per the above verbiage) as an additional insured for completed operations under ISO form CG 2037 during the project term and for a period of two years after the completion of the project. B) AUTOMOBILE LIABILITY $1,000,000 (Combined Single Limit) C) WORKERS' COMPENSATION & EMPLOYERS LIABILITY Coverage A Coverage B Statutory —State of Iowa Employers Liability Each Accident $100,000 Each Employee- Disease $100,000 Policy Limit - Disease $500,000 a) Policy shall include an endorsement providing a waiver of subrogation to the City of Dubuque. b) Coverage B limits shall be greater if required by Umbrella Carrier. D) Umbrella Liability Class A $10,000.000 (General Contractor) Class A $3,000,000 (other Sub- Contractors) Class B $1,000,000 Class C -0- Page 2 of 4 Schedule B, General, Artisan Or Trade Contractors, Subcontractors Or Sub Subcontractors October, 2012.Doc City of Dubuque Insurance Requirements for General, Artisan or Trade Contractors, Subcontractors or Sub Subcontractors E) Railroad Protective Liability Any agreement for construction or demolition work on or within 50 feet of a railroad, for which an easement or license or indemnification of the railroad is required, shall require evidence of the following additional coverages. Railroad Protective Liability: Per limits required by Railroad or Iowa DOT. An endorsement to the Commercial General Liability policy equal to ISO CG 2417 (Contractual Liability - Railroads). A copy of this endorsement shall be attached to the Certificate of Insurance. Page 3 of 4 Schedule B, General, Artisan Or Trade Contractors, Subcontractors Or Sub Subcontractors October, 2012.Doc City of Dubuque Insurance Requirements for General, Artisan or Trade Contractors, Subcontractors or Sub Subcontractors Preservation of Governmental Immunities Endorsement 1. Nonwaiver of Governmental Immunity. The insurance carrier expressly agrees and states that the purchase of this policy and the including of the City of Dubuque, Iowa as an Additional Insured does not waive any of the defenses of governmental immunity available to the City of Dubuque, Iowa under Code of Iowa Section 670.4 as it is now exists and as it may be amended from time to time. 2. Claims Coverage. The insurance carrier further agrees that this policy of insurance shall cover only those claims not subject to the defense of governmental immunity under the Code of Iowa Section 670.4 as it now exists and as it may be amended from time to time. Those claims not subject to Code of Iowa Section 670.4 shall be covered by the terms and conditions of this insurance policy. 3. Assertion of Government Immunity. The City of Dubuque, Iowa shall be responsible for asserting any defense of governmental immunity, and may do so at any time and shall do so upon the timely written request of the insurance carrier. 4. Non - Denial of Coverage. The insurance carrier shall not deny coverage under this policy and the insurance carrier shall not deny any of the rights and benefits accruing to the City of Dubuque, Iowa under this policy for reasons of governmental immunity unless and until a court of competent jurisdiction has ruled in favor of the defense(s) of governmental immunity asserted by the City of Dubuque, Iowa. No Other Change in Policy. The above preservation of governmental immunities shall not otherwise change or alter the coverage available under the policy. SPECIMEN Page 4 of 4 Schedule B, General, Artisan Or Trade Contractors, Subcontractors Or Sub Subcontractors October, 2012.Doc SECTION 00610 CONTRACTFORM-4 Rev. 05/10 CITY OF DUBUQUE, IOWA PERFORMANCE, PAYMENT AND MAINTENANCE BOND KNOWN ALL MEN BY THESE PRESENTS: That as Principal (Contractor) and as Surety are held firmly bound unto the City of Dubuque, Iowa (City), in the penal sum of $ (Insert Contract Amount) the same being 100% of the total price of the Contract for the Project herein referred to, lawful money of the United States of America, well and truly to be paid to said City of Dubuque, and to all other parties who, under the provisions of the laws of Iowa, are intended to be protected and secured hereby for which payment we bind ourselves, our heirs, executors, successors and assigns, jointly and severally by these presents. Dated at Dubuque, Iowa, this day of 20 , and duly attested and sealed. WHEREAS, the said Contractor by a Contract dated the day of , 20 , incorporated herein by reference, has agreed with said City of Dubuque to perform all labor and furnish all materials required to be performed and furnished for the (the Project) according to the Contract and Construction Documents prepared therefore. It is expressly understood and agreed by the Contractor and Surety bond that the following provisions are a part of this Bond and are binding upon said Contractor and Surety, to -wit: 1. PERFORMANCE BOND: The Contractor shall well and faithfully observe, perform, fulfill and abide by each and every covenant, condition and part of said Contract and Contract Documents, by reference made a part hereof, for the Project, and shall indemnify and save harmless the City from all outlay and expense incurred by the City by reason of the Contractor's default of failure to perform as required. The Contractor shall also be responsible for the default or failure to perform as required under the Contract and Contract Documents by all its subcontractors, suppliers, agents, or employees furnishing materials or providing labor in the performance of the Contract. 2. PAYMENT BOND: The Contractor and the Surety shall pay all just claims submitted by persons, firms, subcontractors, and corporations furnishing materials for or performing labor in the performance of the Contract on account of which this Bond is given, including but not limited to claims for all amounts due for labor, materials, lubricants, oil, gasoline, repairs on machinery, equipment and tools, consumed or used by the Contractor or any subcontractor, wherein the same are not satisfied out of the portion of the contract price which the City is required to retain until completion of the improvement, but the Contractor and Surety shall not be liable to said persons, firms, or corporations unless the claims of said claimants against Page 1 of 4 SECTION 00610 CONTRACTFORM-4 Rev. 05/10 said portion of the contract price shall have been established as provided by law. The Contractor and Surety hereby bind themselves to the obligations and conditions set forth in Chapter 573, Code of Iowa, which by this reference is made a part hereof as though fully set out herein. 3. MAINTENANCE BOND: The Contractor and the Surety hereby agree, at their own expense: A. To remedy any and all defects that may develop in or result from work to be performed under the Contract within the period of two (2) year(s) after the Certificate of Substantial Completion has been issued by the City as to the work completed, by reason of defects in workmanship or materials used in construction of said work; B. To keep all work in continuous good repair; and C. To pay the City the reasonable costs of monitoring and inspection to assure that any defects are remedied, and to repay the City all outlay and expense incurred as a result of Contractor's and Surety's failure to remedy any defect as required by this section. D. The Maintenance Bond applies to defects in workmanship or materials not discovered or known to the City at the time of the issuance of the Certificate of Substantial Completion for such work. NOW, THEREFORE, the condition of this obligation is such that if the said Contractor shall perform all of the work contemplated by the Contract in a workmanlike manner and in strict compliance with the Contract Documents, and will pay all claims for labor and materials used in connection with said Project, to indemnify the said City for all damages, costs and expense incurred by reason of damages to persons or property arising through the performance of said Contract, and will reimburse the City for any outlay of money which it may be required to make in order to complete said Contract according to the Construction Documents and will maintain in good repair said Project for the period specified in the Contract where this bond is obligated for maintenance, and will faithfully comply with all of the provisions of Section 573 of the Code of Iowa, then this obligation shall be null and void, otherwise it shall remain in full force and effect. All the conditions of this bond must be fully complied with before the Contractor or the Surety will be released. The Contract, Contractor's Proposal, and Contract Documents shall be considered as a part of this Bond just as if their terms were repeated herein. Dated at Dubuque, Iowa this day of 20 Page 2 of 4 SECTION 00610 CITY OF DUBUQUE, IOWA PRINCIPAL: By: CONTRACTFORM-4 Rev. 05/10 City Manager Contractor By Signature Title SURETY: By Surety Company Signature Title City, State, Zip Code Telephone Attorney In -Fact SPECIAL PROVISIONS An out -of -state contractor shall either file a surety bond, as provided in section 91 C.7, with the division of labor services in the amount of twenty -five thousand dollars for a one -year period or shall provide a statement to the division of labor services that the contractor is prequalified to bid on projects for the department of transportation pursuant to section 314.1 An out -of -state contractor, before commencing a contract in excess of five thousand dollars in value in Iowa, shall file a bond with the division of labor services of the department of workforce development. A surety bond filed pursuant to section 91 C.2 shall be executed by a surety company authorized to do business in this state, and the bond shall be continuous in nature until canceled by the surety with not less than thirty days' written notice to the Page 3 of 4 SECTION 00610 CONTRACTFORM-4 Rev. 05/10 contractor and to the division of labor services of the department of workforce development in dictating the surety's desire to cancel the bond. The surety company shall not be liable under the bond for any contract commenced after the cancellation of the bond. The bond shall be in the sum of the greater of the following: (1) One thousand dollars (2) Five percent of the contract price An out -of -state contractor may file a blanket bond in an amount at least equal to fifty thousand dollars for a two -year period in lieu of filing an individual bond for each contract. The division of labor services of the department of workforce development may increase the bond amount after a hearing. END OF SECTION 00610 Page 4 of 4 SECTION 00700 — GENERAL CONDITIONS 1.1 GENERAL CONDITIONS A. AIA Document A201, General Conditions of the Contract for Construction (2009 Edition), is the General Conditions between the Owner & Contractor. Project No. 1225.0 GENERAL CONDITIONS 00700 -1 SECTION 01100 - SUMMARY PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes the following: 1. Work covered by the Contract Documents. 2. Type of contract. 3. Work under other contracts. 4. Use of premises. 5. Specification formats and conventions. 1.3 WORK COVERED BY CONTRACT DOCUMENTS A. Project Identification: City of Dubuque: City Hall Exterior Masonry Rehabilitation 1. Project Location: 50 West 13th Street, Dubuque, Iowa 52001. B. Owner: City of Dubuque, 50 West 13th Street, Dubuque, IA 52001. 1. Owner's Representative: Rich Russell, Building Services Director. C. Architect: Jeffrey Morton Associates, 206 Bluff Street, Dubuque, IA 52001. D. The Work consists of exterior masonry restoration & cleaning of a 3 -story building, including exposed foundation walls. 1. The Work consists of masonry restoration & cleaning @ all four (4) exterior building facades. This also includes removal and replacement of exterior sealant around each and every door, window and louver opening, & miscellaneous exterior painting. 1.4 TYPE OF CONTRACT A. Project will be constructed under a single prime construction contract. 1.5 USE OF PREMISES A. Use of Site: Limit use of premises to areas within the Contract limits indicated. Do not disturb portions of Project site beyond areas in which the Work is indicated. Project No. 1225.0 SUMMARY 01100 -1 B. The Owner's representative will establish the limits of areas of the site to be used for the Contractor's staging /materials storage and performing work on the building. 1.6 SPECIFICATION FORMATS AND CONVENTIONS A. Specification Format. The Specifications are organized into Divisions and Sections using the 16- division format and CSI/CSC's "MasterFormat" numbering system. 1. Section Identification: The Specifications use Section numbers and titles to help cross - referencing in the Contract Documents. Sections in the Project Manual are in numeric sequence; however, the sequence is incomplete because all available Section numbers are not used. Consult the table of contents at the beginning of the Project Manual to determine numbers and names of Sections in the Contract Documents. 2. Division 1: Sections in Division 1 govern the execution of the Work of all Sections in the Specifications. B. Specification Content: The Specifications use certain conventions for the style of language and the intended meaning of certain terms, words, and phrases when used in particular situations. These conventions are as follows: 1. Abbreviated Language: Language used in the Specifications and other Contract Documents is abbreviated. Words and meanings shall be interpreted as appropriate. Words implied, but not stated, shall be inferred as the sense requires. Singular words shall be interpreted as plural, and plural words shall be interpreted as singular where applicable as the context of the Contract Documents indicates. 2. Imperative mood and streamlined language are generally used in the Specifications. Requirements expressed in the imperative mood are to be performed by Contractor. Occasionally, the indicative or subjunctive mood may be used in the Section Text for clarity to describe responsibilities that must be fulfilled indirectly by Contractor or by others when so noted. a. The words "shall," "shall be," or "shall comply with," depending on the context, are implied where a colon (:) is used within a sentence or phrase. PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION (Not Used) END OF SECTION 01100 Project No. 1225.0 SUMMARY 01100 -2 SECTION 01125 - SUMMARY OF MULTIPLE CONTRACTS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes a summary of each contract, including responsibilities for coordination and temporary facilities and controls. B. Specific requirements of each contract are also indicated in individual Specification Sections and on Drawings. C. Related Sections include the following: 1. Division 1 Section "Summary" for the Work covered by the Contract Documents. 2. Division 1 Section "Project Management and Coordination" for general coordination requirements. 3. Division 1 Section "Temporary Facilities and Controls" for specific requirements for temporary facilities and controls. 1.3 DEFINITIONS A. Permanent Enclosure: As determined by Architect, permanent or temporary roofing is complete, insulated, and weather - tight; exterior walls are insulated and weather - tight; and all openings are closed with permanent construction or substantial temporary closures. 1.4 COORDINATION A. Project Coordinator shall be responsible for coordination between the multiple contracts. =line Contractor shall provide a Project Coordinator. 1.5 PROJECT COORDINATOR A. Project Coordinator: Full -time Project Coordinator shall be experienced in administration and supervision of building construction, including mechanical and electrical work. 1. Coordination activities of Project Coordinator include, but are not limited to, the following: Project No. 1225.0 SUMMARY OF MULTIPLE CONTRACTS 01125 -1 a. Provide overall coordination of the Work. b. Coordinate shared access to workspaces. c. Coordinate product selections for compatibility. d. Provide overall coordination of temporary facilities and controls. e. Coordinate, schedule, and approve interruptions of permanent and temporary utilities, including those necessary to make connections for temporary services. f. Coordinate construction and operations of the Work with work performed by each contract. g. Coordinate sequencing and scheduling of the Work. Include the following: 1) Project Schedule will be developed and maintained by the Contractor using start and completion dates determined by the Contractor and Owner's Representative. Contractors shall furnish materials and complete work in accordance with the dates and durations identified therein. 2) Distribute copies of schedules to Architect, Owner, and Subcontractors. h. Provide photographic documentation. i. Provide quality- assurance and quality- control services specified in Division 1 Section "Quality Requirements." j. Coordinate sequence of activities to accommodate tests and inspections, and coordinate schedule of tests and inspections. k. Coordinate progress cleaning of common areas and coordinate progress cleaning of areas or pieces of equipment where more than one contractor has worked. 1. Coordinate cuffing and patching. m. Coordinate protection of the Work. n. Coordinate firestopping. o. Coordinate completion of interrelated punch list items. p. Coordinate preparation of Project Record Documents if information from more than one contractor is to be integrated with information from other contractors to form one combined record. q. Print and submit Record Drawings if installations by more than one contractor are indicated on the same Contract Drawing or Shop Drawing. r. Collect Record Specification Sections from other contractors, collate Sections into numeric order, and submit complete set. s. Coordinate preparation of operation and maintenance manuals if information from more than one contractor is to be integrated with information from other contractors to form one combined record. 1.6 GENERAL REQUIREMENTS OF CONTRACTS A. Extent of Contract: Unless the Agreement contains a more specific description of the Work, names and terminology on Drawings and in Specification Sections determine which contract includes a specific element of Project. 1. Unless otherwise indicated, the Work described in this Section for each contract shall be complete systems and assemblies, including products, components, accessories, and installation required by the Contract Documents. 2. Local custom and trade -union jurisdictional settlements do not control the scope of the Work of each contract. When a potential jurisdictional dispute or similar interruption of work is first identified or threatened, affected contractors shall negotiate a reasonable settlement to avoid or minimize interruption and delays. Project No. 1225.0 SUMMARY OF MULTIPLE CONTRACTS 01125 -2 3. Trenches for the Work shall be provided by each sucontractor for its own Work. 4. Cutting and Patching: Provided by each subcontractor for its own Work. 5. Through- penetration firestopping for the Work of each contract shall be provided by each subcontractor for its own Work. 6. Project closeout requirements. B. Substitutions: Each contractor shall cooperate with other contractors involved to coordinate approved substitutions with remainder of the Work. 1. The Contractor shall coordinate substitutions. C. Temporary Facilities and Controls: In addition to specific responsibilities for temporary facilities and controls indicated in this Section and in Division 1 Section "Temporary Facilities and Controls," the Contractor is responsible for the following: 1. Installation, operation, maintenance, and removal of each temporary facility usually considered as its own normal construction activity, and costs and use charges associated with each facility. 2. Plug -in electric power cords and extension cords, supplementary plug -in task lighting, and special lighting necessary exclusively for its own activities. 3. Its own field office Of applicable) or storage trailer. Due to space restrictions, the Owner's Representative will determine the number of office and storage trailers permitted at the site. 4. Temporary enclosures for its own construction activities. 5. General hoisting facilities for its own construction activities. Any scaffolding must conform to any & all code requirements including, but not limited to, OSHA, etc., & is the responsibility of the contractor to manage each (if any) subcontractors. The Owner will not be providing any material or worker lifts for this project. All site access & hoisting - including that necessary for material stocking — is the responsibility of each individual contractor. 6. Waste collection and legal disposal of its own hazardous, dangerous, unsanitary, or other harmful waste materials. 7. Trash dumpsters: The Contractor shall provide and maintain his /her own dumpsters and shall be responsible and pay for legal disposal of all waste materials generated by the demolition and construction work. 8. Progress cleaning of its own areas on a daily basis. A general construction cleaning will be performed by all contractors once each week for 'A hour @ a time designated by the Owner's Representative. 9. Clearing all construction related materials and equipment from public right -of -way areas as necessary to accommodate pre - scheduled, City events (i.e. Farmer's Market each Saturday morning). The contractor will be provided a schedule of such events prior to start of construction. 10. Secure lockup of its own tools, materials, and equipment. 11. Safety: All prime contractors and subcontractors active on the site will be required to comply with all local, state, & federal safety & health requirements. 12. Construction aids and miscellaneous services and facilities necessary exclusively for its own construction activities. D. Temporary Heating, Cooling, and Ventilation: Each Contractor is responsible for temporary heating and ventilation necessary to complete their work. Project No. 1225.0 SUMMARY OF MULTIPLE CONTRACTS 01125 -3 E. Temporary Electrical Distribution & Lighting: Provided by each contract for its own Work. F. Sanitary Facilities: Temporary sanitary facilities shall be provided, paid for and maintained by the Contractor for the entire project duration. The building interior toilet rooms shall not be used by any construction personnel. G. Temporary Water Service: Existing hose bibs are available @ each floor level. H. Vehicle Parking: Parking will not be allowed on site. Each contractor shall be responsible for procuring & maintaining off -site parking for construction personnel. L Use Charges: Comply with the following: 1. Sewer Service: Owner will pay for these use charges. 2. Water Service: Owner will pay for these use charges. 3. Electric Power Service: Owner will pay for these use charges. 1.7 CONSTRUCTION CONTRACTS: Perform Work under a single contract as follows: The Contract is subject to provisions, as applicable for: Division 0 — Introductory Information, Bidding Requirements, & Contracting Requirements; and Division 1 — General Requirements, for each specific Contract. Singular notations shall be considered plural where plural application is reasonably inferable. Mention or indication of extent of work under any work division or specification section is done for the convenience of each contractor and shall not be construed as describing all the work required under that division, section, or Contract. A. Contract No. 1 - Masonry Restoration & Cleaning: The following is a list of specification sections that are part of and necessary to perform work of this contract. Contractor shall provide labor, materials, installation and administration necessary for a complete and operable system as indicated on the plans and specifications. DIVISION 0 - Bidding Requirements DIVISION 1 - General Requirements Section 04900 — Masonry Restoration & Cleaning Section 06201 — Exterior Finish Carpentry Section 07920 — Joint Sealants Section 09900 — Painting Notes: (1) Perform all work described in the Drawings and Project Manual and other related Construction Documents for this project. Project No. 1225.0 SUMMARY OF MULTIPLE CONTRACTS 01125 -4 PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION (Not Used) END OF SECTION 01125 Project No. 1225.0 SUMMARY OF MULTIPLE CONTRACTS 01125 -5 SECTION 01250 - CONTRACT MODIFICATION PROCEDURES PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section specifies administrative and procedural requirements for handling and processing Contract modifications. B. Related Sections include the following: 1. Division 1 Section "Product Requirements" for administrative procedures for handling requests for substitutions made after Contract award. 1.3 MINOR CHANGES IN THE WORK A. Architect will issue supplemental instructions authorizing Minor Changes in the Work, not involving adjustment to the Contract Sum or the Contract Time, on AIA Document G710. 1.4 PROPOSAL REQUESTS A. Owner - Initiated Proposal Requests: Architect will issue a detailed description of proposed changes in the Work that may require adjustment to the Contract Sum or the Contract Time. If necessary, the description will include supplemental or revised Drawings and Specifications. 1. Proposal Requests issued by Architect are for information only. Do not consider them instructions either to stop work in progress or to execute the proposed change. 2. Within time specified in Proposal Request after receipt of Proposal Request, submit a quotation estimating cost adjustments to the Contract Sum and the Contract Time necessary to execute the change. a. Include a list of quantities of products required or eliminated and unit costs, with total amount of purchases and credits to be made. If requested, furnish survey data to substantiate quantities. b. Indicate applicable taxes, delivery charges, equipment rental, and amounts of trade discounts. c. Include an updated Construction Schedule that indicates the effect of the change, including, but not limited to, changes in activity duration, start and finish times, and activity relationship. Use available total float before requesting an extension of the Contract Time. Project No. 1225.0 CONTRACT MODIFICATION PROCEDURES 01250 -1 1.5 CHANGE ORDER PROCEDURES A. On Owner's approval of a Proposal Request, Architect will issue a Change Order for signatures of Owner and Contractor on AIA Document G701. PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION (Not Used) END OF SECTION 01250 Project No. 1225.0 CONTRACT MODIFICATION PROCEDURES 01250 -2 SECTION 01270 - UNIT PRICES PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes administrative and procedural requirements for unit prices. B. Related Sections include the following: 1. Division 1 Section "Contract Modification Procedures" for procedures for submitting and handling Change Orders. 1.3 DEFINITIONS A. Unit price is an amount proposed by bidders, stated on the Bid Form, as a price per unit of measurement for materials or services added to or deducted from the Contract Sum by appropriate modification, if estimated quantities of Work required by the Contract Documents are increased or decreased. 1.4 PROCEDURES A. Unit prices include all necessary material, plus cost for delivery, installation, insurance, applicable taxes, overhead, and profit. B. Owner reserves the right to reject Contractor's measurement of work -in -place that involves use of established unit prices and to have this work measured, at Owner's expense, by an independent surveyor acceptable to Contractor. C. List of Unit Prices: A list of unit prices is included in Part 3. Specification Sections referenced in the schedule contain requirements for materials described under each unit price. PART 2 - PRODUCTS (Not Used) Project No. 1225.0 UNIT PRICES 01270 -1 PART 3 - EXECUTION 3.1 LIST OF UNIT PRICES A. Unit Price No. 1: 1. Description: Additional price for brick tuckpointing (specified in Section 04900) @ areas not identified on the bid documents. Include set -up & lift equipment. 2. Unit of Measurement: Square foot of wall area. B. Unit Price No. 2: 1. Description: Additional price for brick replacement (specified in Section 04900) @ areas not identified on the bid documents. Include set -up & lift equipment. Brick to be salvaged from new openings cut in exterior facade. Include mortar removal & cleaning of salvaged brick. 2. Unit of Measurement: Square foot of wall area. END OF SECTION 01270 Project No. 1225.0 UNIT PRICES 01270 -2 SECTION 01290 - PAYMENT PROCEDURES PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section specifies administrative and procedural requirements necessary to prepare and process Applications for Payment. B. Related Sections include the following: 1. Division 1 Section "Contract Modification Procedures" for administrative procedures for handling changes to the Contract. 1.3 DEFINITIONS A. Schedule of Values: A statement furnished by Contractor allocating portions of the Contract Sum to various portions of the Work and used as the basis for reviewing Contractor's Applications for Payment. 1.4 SCHEDULE OF VALUES A. Coordination: Coordinate preparation of the Schedule of Values with preparation of Contractor's Construction Schedule. 1. Correlate line items in the Schedule of Values with other required administrative forms and schedules, including the following: a. Application for Payment forms with Continuation Sheets. b. Submittals Schedule. 2. Submit the Schedule of Values to Architect at earliest possible date but no later than seven days before the date scheduled for submittal of initial Applications for Payment. 3. Subschedules: Where the Work is separated into phases requiring separately phased payments, provide subschedules showing values correlated with each phase of payment. Project No. 1225.0 PAYMENT PROCEDURES 01290 -1 B. Format and Content: Use the Project Manual table of contents as a guide to establish line items for the Schedule of Values. Provide at least one line item for each Specification Section. 1. Identification: Include the following Project identification on the Schedule of Values: a. Project name and location. b. Name of Architect. c. Architect's project number. d. Contractor's name and address. e. Date of submittal. 2. Arrange the Schedule of Values in tabular form with separate columns to indicate the following for each item listed: a. Related Specification Section or Division. b. Description of the Work. c. Name of subcontractor. d. Name of manufacturer or fabricator. e. Name of supplier. f. Change Orders (numbers) that affect value. g. Dollar value. 1) Percentage of the Contract Sum to nearest one - hundredth percent, adjusted to total 100 percent. 3. Provide a breakdown of the Contract Sum in enough detail to facilitate continued evaluation of Applications for Payment and progress reports. Coordinate with the Project Manual table of contents. Provide several line items for principal subcontract amounts, where appropriate. 4. Round amounts to nearest whole dollar; total shall equal the Contract Sum. 5. Provide a separate line item in the Schedule of Values for each part of the Work where Applications for Payment may include materials or equipment purchased or fabricated and stored, but not yet installed. a. Differentiate between items stored on -site and items stored off -site. Include evidence of insurance or bonded warehousing if required. 6. Provide separate line items in the Schedule of Values for initial cost of materials, for each subsequent stage of completion, and for total installed value of that part of the Work. 7. Each item in the Schedule of Values and Applications for Payment shall be complete. Include total cost and proportionate share of general overhead and profit for each item. a. Temporary facilities and other major cost items that are not direct cost of actual work -in -place may be shown either as separate line items in the Schedule of Values or distributed as general overhead expense, at Contractor's option. 8. Schedule Updating: Update and resubmit the Schedule of Values before the next Applications for Payment when Change Orders or Construction Change Directives result in a change in the Contract Sum. Project No. 1225.0 PAYMENT PROCEDURES 01290 -2 1.5 APPLICATIONS FOR PAYMENT A. Each Application for Payment shall be consistent with previous applications and payments as certified by Architect and paid for by Owner. 1. Initial Application for Payment, Application for Payment at time of Substantial Completion, and final Application for Payment involve additional requirements. B. Payment Application Times: The date for each progress payment is indicated in the Agreement between Owner and Contractor. The period of construction Work covered by each Application for Payment is the period indicated in the Agreement. C. Payment Application Forms: Use AIA Document G702 and AIA Document G703 Continuation Sheets as form for Applications for Payment. D. Application Preparation: Complete every entry on form. Notarize and execute by a person authorized to sign legal documents on behalf of Contractor. Architect will return incomplete applications without action. 1. Include amounts of Change Orders and Construction Change Directives issued before last day of construction period covered by application. E. Transmittal: Submit one (1) signed and notarized original of Application for Payment to the Owner's representative by a method ensuring receipt within 24 hours. Include waivers of lien and similar attachments if required. 1. Transmit Application for Payment with a transmittal form listing attachments and recording appropriate information about application. F. Waivers of Mechanic's Lien: With each Application for Payment, submit waivers of mechanic's liens from subcontractors, sub - subcontractors, and suppliers for construction period covered by the previous application. 1. Submit partial waivers on each item for amount requested, before deduction for retainage, on each item. 2. Waiver Delays: Submit each Application for Payment with Contractor's waiver of mechanic's lien for construction period covered by the application. a. Submit final Application for Payment with or preceded by final waivers from every entity involved with performance of the Work covered by the application who is lawfully entitled to a lien. 3. Waiver Forms: Submit waivers of lien on forms, executed in a manner acceptable to Owner. G. Initial Application for Payment: Administrative actions and submittals that must precede or coincide with submittal of first Application for Payment include the following: 1. List of subcontractors. 2. Schedule of Values. Project No. 1225.0 PAYMENT PROCEDURES 01290 -3 H. Application for Payment at Substantial Completion: After issuing the Certificate of Substantial Completion, submit an Application for Payment showing 100 percent completion for portion of the Work claimed as substantially complete. 1. Include documentation supporting claim that the Work is substantially complete and a statement showing an accounting of changes to the Contract Sum. 2. This application shall reflect Certificates of Partial Substantial Completion issued previously for Owner occupancy of designated portions of the Work. L Final Payment Application: Submit final Application for Payment with releases and supporting documentation not previously submitted and accepted, including, but not limited, to the following: 1. Evidence of completion of Project closeout requirements. 2. Insurance certificates for products and completed operations where required and proof that taxes, fees, and similar obligations were paid. 3. Updated final statement, accounting for final changes to the Contract Sum. 4. AIA Document G706, "Contractor's Affidavit of Payment of Debts and Claims." 5. AIA Document G706A, "Contractor's Affidavit of Release of Liens." 6. Evidence that claims have been settled. PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION (Not Used) END OF SECTION 01290 Project No. 1225.0 PAYMENT PROCEDURES 01290 -4 SECTION 01310 - PROJECT MANAGEMENT AND COORDINATION PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes administrative provisions for coordinating construction operations on Project including, but not limited to, the following: 1. General project coordination procedures. 2. Administrative and supervisory personnel. 3. Project meetings. B. Related Sections: The following Sections contain requirements that relate to this Section: 1. Division 1 Section "Execution Requirements" for procedures for coordinating general installation and field- engineering services, including establishment of benchmarks and control points. 2. Division 1 Section "Closeout Procedures" for coordinating Contract closeout. 1.3 COORDINATION A. Coordination: Coordinate construction operations included in various Sections of the Specifications to ensure efficient and orderly installation of each part of the Work. Coordinate construction operations, included in different Sections, that depend on each other for proper installation, connection, and operation. 1. Schedule construction operations in sequence required to obtain the best results where installation of one part of the Work depends on installation of other components, before or after its own installation. 2. Coordinate installation of different components with other contractors to ensure maximum accessibility for required maintenance, service, and repair. 3. Make adequate provisions to accommodate items scheduled for later installation. B. If necessary, prepare memoranda for distribution to each party involved, outlining special procedures required for coordination. Include such items as required notices, reports, and list of attendees at meetings. 1. Prepare similar memoranda for Owner and separate contractors if coordination of their Work is required. Project No. 1225.0 PROJECT MANAGEMENT AND COORDINATION 01310 -1 C. Administrative Procedures: Coordinate scheduling and timing of required administrative procedures with other construction activities and activities of other contractors to avoid conflicts and to ensure orderly progress of the Work. Such administrative activities include, but are not limited to, the following: 1. Preparation of Contractor's Construction Schedule. 2. Preparation of the Schedule of Values. 3. Installation and removal of temporary facilities and controls. 4. Delivery and processing of submittals. 5. Progress meetings. 6. Preinstallation conferences. 7. Project closeout activities. 1.4 PROJECT MEETINGS A. General: Architect will schedule and conduct meetings and conferences at Project site, unless otherwise indicated. 1. Attendees: Inform participants and others involved, and individuals whose presence is required, of date and time of each meeting. 2. Agenda: Prepare the meeting agenda. Distribute the agenda to all invited attendees. 3. Minutes: Record significant discussions and agreements achieved and distribute the meeting minutes to everyone concerned, including Owner. B. Preconstruction Conference: Architect will schedule a preconstruction conference before starting construction, at a time convenient to Owner and Architect, but no later than 15 days after execution of the Agreement. Hold the conference at Project site or another convenient location. Conduct the meeting to review responsibilities and personnel assignments. 1. Attendees: Authorized representatives of Owner, Architect, and their consultants; Construction Manager and its superintendent; major contractors; and other concerned parties shall attend the conference. All participants at the conference shall be familiar with Project and authorized to conclude matters relating to the Work. 2. Agenda: Discuss items of significance that could affect progress, including the following: a. Tentative construction schedule. b. Critical work sequencing. c. Designation of responsible personnel. d. Procedures for processing field decisions and Change Orders. e. Procedures for processing Applications for Payment. f. Distribution of the Contract Documents. g. Submittal procedures. h. Preparation of Record Documents. i. Use of the premises. j. Responsibility for temporary facilities and controls. k. Parking availability. 1. Office, work, and storage areas. m. Equipment deliveries and priorities. n. First aid. o. Security. P. Progress cleaning. q. Working hours. Project No. 1225.0 PROJECT MANAGEMENT AND COORDINATION 01310 -2 C. Preinstallation Conferences: Contractor will conduct a preinstallation conference at Project site before each construction activity that requires coordination with other construction. 1. Attendees: Installer and representatives of manufacturers and fabricators involved in or affected by the installation and its coordination or integration with other materials and installations that have preceded or will follow, shall attend the meeting. Advise Architect of scheduled meeting dates. 2. Agenda: Review progress of other construction activities and preparations for the particular activity under consideration, including requirements for the following: a. Contract Documents. b. Options. c. Related Change Orders. d. Purchases. e. Deliveries. f. Submittals. g. Possible conflicts. h. Time schedules. i. Weather limitations. j. Manufacturer's written recommendations. k. Warranty requirements. 1. Acceptability of substrates. m. Temporary facilities and controls. n. Space and access limitations. o. Regulations of authorities having jurisdiction. P. Testing and inspecting requirements. q. Required performance results. r. Protection of construction and personnel. 3. Record significant conference discussions, agreements, and disagreements. 4. Do not proceed with installation if the conference cannot be successfully concluded. Initiate whatever actions are necessary to resolve impediments to performance of the Work and reconvene the conference at earliest feasible date. D. Progress Meetings: Architect will conduct progress meetings at regular intervals. Coordinate dates of meetings with preparation of payment requests. 1. Attendees: In addition to representatives of Owner and Architect, each contractor, subcontractor, and other entity concerned with current progress or involved in planning, coordination, or performance of future activities shall be represented at these meetings. All participants at the conference shall be familiar with Project and authorized to conclude matters relating to the Work. 2. Agenda: Review and correct or approve minutes of previous progress meeting. Review other items of significance that could affect progress. Include topics for discussion as appropriate to status of Project. a. Contractor's Construction Schedule: Review progress since the last meeting. Determine whether each activity is on time, ahead of schedule, or behind schedule, in relation to the Construction 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 present and future needs of each entity present, including the following: Project No. 1225.0 PROJECT MANAGEMENT AND COORDINATION 01310 -3 1) Interface requirements. 2) Sequence of operations. 3) Status of submittals. 4) Deliveries. 5) Off -site fabrication. 6) Access. 7) Site utilization. 8) Temporary facilities and controls. 9) Work hours. 10) Hazards and risks. 11) Progress cleaning. 12) Quality and work standards. 13) Change Orders. 14) Documentation of information for payment requests. 3. Reporting: Architect will distribute minutes of the meeting to each party present and to parties who should have been present. Include a brief summary, in narrative form, of progress since the previous meeting and report. a. Schedule Updating: Contractor will revise Construction Schedule after each progress meeting where revisions to the schedule have been made or recognized. Issue revised schedule concurrently with the report of each meeting. PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION (Not Used) END OF SECTION 01310 Project No. 1225.0 PROJECT MANAGEMENT AND COORDINATION 01310 -4 SECTION 01330 - SUBMITTAL PROCEDURES PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes administrative and procedural requirements for submitting Shop Drawings, Product Data, Samples, and other submittals. B. Related Sections include the following: 1. Division 1 Section "Payment Procedures" for submitting Applications for Payment and the Schedule of Values. 2. Division 1 Section "Quality Requirements" for submitting test and inspection reports. 3. Division 1 Section "Closeout Procedures" for submitting warranties. 4. Division 1 Section "Project Record Documents" for submitting Record Drawings, Record Specifications, and Record Product Data. 5. Divisions 3 through 10 Sections for specific requirements for submittals in those Sections. 1.3 DEFINITIONS A. Action Submittals: Written and graphic information that requires Architect's responsive action. B. Informational Submittals: Written information that does not require Architect's responsive action. Submittals may be rejected for not complying with requirements. 1.4 SUBMITTAL PROCEDURES A. Coordination: Coordinate preparation and processing of submittals with performance of construction activities. 1. Coordinate each submittal with fabrication, purchasing, testing, delivery, other submittals, and related activities that require sequential activity. 2. Coordinate transmittal of different types of submittals for related parts of the Work so processing will not be delayed because of need to review submittals concurrently for coordination. a. Architect reserves the right to withhold action on a submittal requiring coordination with other submittals until related submittals are received. Project No. 1225.0 SUBMITTAL PROCEDURES 01330 - 1 B. Processing Time: Allow enough time for submittal review, including time for resubmittals, as follows. Time for review shall commence on Architect's receipt of submittal. No extension of the Contract Time will be authorized because of failure to transmit submittals enough in advance of the Work to permit processing, including resubmittals. 1. Initial Review: Allow 10 days for initial review of each submittal. Allow additional time if coordination with subsequent submittals is required. Architect will advise Contractor when a submittal being processed must be delayed for coordination. 2. Intermediate Review: If intermediate submittal is necessary, process it in same manner as initial submittal. 3. Resubmittal Review: Allow 10 days for review of each resubmittal. 4. Sequential Review: Where sequential review of submittals by Architect's consultants, Owner, or other parties is indicated, allow 15 days for initial review of each submittal. C. Identification: Place a permanent label or title block on each submittal for identification. 1. Indicate name of firm or entity that prepared each submittal on label or title block. 2. Provide a space approximately 6 by 8 inches on label or beside title block to record Contractor's review and approval markings and action taken by Architect. 3. Include the following information on label for processing and recording action taken: a. Project name. b. Date. c. Name and address of Architect. d. Name and address of Contractor. e. Name and address of subcontractor. f. Name and address of supplier. g. Name of manufacturer. D. Deviations: Highlight, encircle, or otherwise specifically identify deviations from the Contract Documents on submittals. 1.5 Transmittal: Package each submittal appropriately for transmittal and handling. Transmit each submittal using the specified transmittal form. Multiple submittals, individually listed on a transmittal form, are acceptable. Architect will return submittals, without review, received from sources other than Contractor. 1. Transmittal Form. 2. On an attached separate sheet, prepared on Contractor's letterhead, record relevant information, requests for data, revisions other than those requested by Architect on previous submittals, and deviations from requirements in the Contract Documents, including minor variations and limitations. Include same label information as related submittal. B. Resubmittals: Make resubmittals in same form and number of copies as initial submittal. 1. Note date and content of previous submittal. 2. Note date and content of revision in label or title block and clearly indicate extent of revision. Project No. 1225.0 SUBMITTAL PROCEDURES 01330 - 2 3. Resubmit submittals until they are marked "Approved" or "Approved as Corrected." C. Distribution: Furnish copies of final submittals to manufacturers, subcontractors, suppliers, fabricators, installers, authorities having jurisdiction, and others as necessary for performance of construction activities. Show distribution on transmittal forms. D. Use for Construction: Use only final submittals with mark indicating "Approved" or "Approved as Corrected." taken by Architect. PART 2- PRODUCTS 2.1 ACTION SUBMITTALS A. General: Prepare and submit Action Submittals required by individual Specification Sections. 1. Number of Submittal Copies: Include two for Architect to retain, two for Contractor to retain, and appropriate number for subcontractors and suppliers. Mark up and retain one returned copy as a Project Record Document. B. Product Data: Collect information into a single submittal for each element of construction and type of product or equipment. 1. If information must be specially prepared for submittal because standard printed data are not suitable for use, submit as Shop Drawings, not as Product Data. 2. Mark each copy of each submittal to show which products and options are applicable. 3. Include the following information, as applicable: a. Manufacturer's written recommendations. b. Manufacturer's product specifications. c. Manufacturer's installation instructions. d. Standard color charts. e. Manufacturer's catalog cuts. f. Wiring diagrams showing factory- installed wiring. g. Printed performance curves. h. Operational range diagrams. i. Mill reports. j. Standard product operation and maintenance manuals. k. Compliance with specified referenced standards. 1. Testing by recognized testing agency. m. Application of testing agency labels and seals. n. Notation of coordination requirements. 4. Submit Product Data before or concurrent with Samples. C. Shop Drawings Prepare Project- specific information, drawn accurately to scale. Do not base Shop Drawings on reproductions of the Contract Documents or standard printed data, unless submittal of Architect's CAD Drawings are otherwise permitted. 1. Preparation: Fully illustrate requirements in the Contract Documents. Include the following information, as applicable: a. Dimensions. b. Identification of products. c. Fabrication and installation drawings Project No. 1225.0 SUBMITTAL PROCEDURES 01330 - 3 d. Roughing -in and setting diagrams. e. Wiring diagrams showing field - installed wiring, including power, signal, and control wiring. f. Shopwork manufacturing instructions. g. Templates and patterns. h. Schedules. i. Design calculations. j. Compliance with specified standards. k. Notation of coordination requirements. 1. Notation of dimensions established by field measurement. m. Relationship to adjoining construction clearly indicated. n. Seal and signature of professional engineer if specified. o. Wiring Diagrams: Differentiate between manufacturer - installed and field - installed wiring. 2. Sheet Size: Except for templates, patterns, and similar full -size drawings, submit Shop Drawings on sheets at least 8 -1/2 by 11 inches but no larger than 30 by 42 inches. 3. Number of Copies: Submit one full set of correctable, translucent, reproducible prints and two blue- or black -line prints when number of shop drawing sheets exceeds six. Architect will return only the set of reproducible prints to Contractor. D. Samples. Submit Samples for review of kind, color, pattern, and texture for a check of these characteristics with other elements and for a comparison of these characteristics between submittal and actual component as delivered and installed. 1. Transmit Samples that contain multiple, related components such as accessories together in one submittal package. 2. Identification: Attach label on unexposed side of Samples that includes the following: a. Generic description of Sample. b. Product name and name of manufacturer. c. Sample source. d. Number and title of appropriate Specification Section. 3. Disposition: Maintain sets of approved Samples at Project site, available for quality - control comparisons throughout the course of construction activity. Sample sets may be used to determine final acceptance of construction associated with each set. a. Samples that may be incorporated into the Work are indicated in individual Specification Sections. Such Samples must be in an undamaged condition at time of use. b. Samples not incorporated into the Work, or otherwise designated as Owner's property, are the property of Contractor. Project No. 1225.0 SUBMITTAL PROCEDURES 01330 - 4 4. Samples for Initial Selection: Submit manufacturer's color charts consisting of units or sections of units showing the full range of colors, textures, and patterns available. a. Number of Samples: Submit a minimum of one full set of available choices where color, pattern, texture, or similar characteristics are required to be selected from manufacturer's product line. Architect will return submittal with options selected. 5. Samples for Verification: Submit full -size units or Samples of size indicated, prepared from same material to be used for the Work, cured and finished in manner specified, and physically identical with material or product proposed for use, and that show full range of color and texture variations expected. Samples include, but are not limited to, the following: partial sections of manufactured or fabricated components; small cuts or containers of materials; complete units of repetitively used materials; swatches showing color, texture, and pattern; color range sets; and components used for independent testing and inspection. a. Number of Samples. Submit a minimum of three (3) sets of Samples. Architect will retain two Sample sets; remainder will be returned. Mark up and retain one returned Sample set as a Project Record Sample. 1) Submit a single Sample where assembly details, workmanship, fabrication techniques, connections, operation, and other similar characteristics are to be demonstrated. 2) If variation in color, pattern, texture, or other characteristic is inherent in material or product represented by a Sample, submit at least three sets of paired units that show approximate limits of variations. E. Product Schedule or List: As required in individual Specification Sections, prepare a written summary indicating types of products required for the Work and their intended location. Include the following information in tabular form. 1. Type of product. Include unique identifier for each product. 2. Number and name of room or space. 3. Location within room or space. 4. Number of Copies: Submit three (3) copies of product schedule or list, unless otherwise indicated. Architect will return two copies. a. Mark up and retain one returned copy as a Project Record Document. F. Application for Payment: Comply with requirements specified in Division 1 Section "Payment Procedures." G. Schedule of Values: Comply with requirements specified in Division 1 Section "Payment Procedures." 2.2 INFORMATIONAL SUBMITTALS A. General: Prepare and submit Informational Submittals required by other Specification Sections. 1. Number of Copies: Submit two copies of each submittal, unless otherwise indicated. Architect will not return copies. 2. Certificates and Certifications: Provide a notarized statement that includes signature of entity responsible for preparing certification. Certificates and certifications shall be signed by an officer or other individual authorized to sign documents on behalf of that entity. Project No. 1225.0 SUBMITTAL PROCEDURES 01330 - 5 3. Test and Inspection Reports: Comply with requirements specified in Division 1 Section "Quality Requirements." B. Coordination Drawings: Comply with requirements specified in Division 1 Section "Project Management and Coordination." C. Qualification Data: Prepare written information that demonstrates capabilities and experience of firm or person. Include lists of completed projects with project names and addresses, names and addresses of architects and owners, and other information specified. D. Welding Certificates: Prepare written certification that welding procedures and personnel comply with requirements in the Contract Documents. Submit record of Welding Procedure Specification (WPS) and Procedure Qualification Record (PQR) on AWS forms. Include names of firms and personnel certified. E. Installer Certificates: Prepare written statements on manufacturer's letterhead certifying that Installer complies with requirements in the Contract Documents and, where required, is authorized by manufacturer for this specific Project. F. Manufacturer Certificates: Prepare written statements on manufacturer's letterhead certifying that manufacturer complies with requirements in the Contract Documents. Include evidence of manufacturing experience where required. G. Product Certificates: Prepare written statements on manufacturer's letterhead certifying that product complies with requirements in the Contract Documents. H. Material Certificates: Prepare written statements on manufacturer's letterhead certifying that material complies with requirements in the Contract Documents. L Material Test Reports: Prepare reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting test results of material for compliance with requirements in the Contract Documents. J. Product Test Reports: Prepare written reports indicating current product produced by manufacturer complies with requirements in the Contract Documents. Base reports on evaluation of tests performed by manufacturer and witnessed by a qualified testing agency, or on comprehensive tests performed by a qualified testing agency. K. Research/Evaluation Reports: Prepare written evidence, from a model code organization acceptable to authorities having jurisdiction, that product complies with building code in effect for Project. Include the following information: 1. Name of evaluation organization. 2. Date of evaluation. 3. Time period when report is in effect. 4. Product and manufacturers' names. 5. Description of product. 6. Test procedures and results. 7. Limitations of use. L. Schedule of Tests and Inspections: Comply with requirements specified in Division 1 Section "Quality Requirements." Project No. 1225.0 SUBMITTAL PROCEDURES 01330 - 6 M. Preconstruction Test Reports: Prepare reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting results of tests performed before installation of product, for compliance with performance requirements in the Contract Documents. N. Compatibility Test Reports: Prepare reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting results of compatibility tests performed before installation of product. Include written recommendations for primers and substrate preparation needed for adhesion. O. Field Test Reports: Prepare reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting results of field tests performed either during installation of product or after product is installed in its final location, for compliance with requirements in the Contract Documents. P. Maintenance Data: Prepare written and graphic instructions and procedures for operation and normal maintenance of products and equipment. Comply with requirements specified in Division 1 Section "Operation and Maintenance Data." Q. Design Data: Prepare written and graphic information, including, but not limited to, performance and design criteria, list of applicable codes and regulations, and calculations. Include list of assumptions and other performance and design criteria and a summary of loads. Include load diagrams if applicable. Provide name and version of software, if any, used for calculations. Include page numbers. R. Manufacturer's Instructions: Prepare written or published information that documents manufacturer's recommendations, guidelines, and procedures for installing or operating a product or equipment. Include name of product and name, address, and telephone number of manufacturer. Include the following, as applicable: 1. Preparation of substrates. 2. Required substrate tolerances. 3. Sequence of installation or erection. 4. Required installation tolerances. 5. Required adjustments. 6. Recommendations for cleaning and protection. S. Manufacturer's Field Reports: Prepare written information documenting factory- authorized service representative's tests and inspections. Include the following, as applicable: 1. Name, address, and telephone number of factory- authorized service representative making report. 2. Statement on condition of substrates and their acceptability for installation of product. 3. Statement that products at Project site comply with requirements. 4. Summary of installation procedures being followed, whether they comply with requirements and, if not, what corrective action was taken. 5. Results of operational and other tests and a statement of whether observed performance complies with requirements. 6. Statement whether conditions, products, and installation will affect warranty. 7. Other required items indicated in individual Specification Sections. Project No. 1225.0 SUBMITTAL PROCEDURES 01330 - 7 T. Insurance Certificates and Bonds: Prepare written information indicating current status of insurance or bonding coverage. Include name of entity covered by insurance or bond, limits of coverage, amounts of deductibles, if any, and term of the coverage. U. Material Safety Data Sheets (MSDSs): Submit information directly to Owner; do not submit to Architect. 1. Architect will not review submittals that include MSDSs and will return them for resubmittal. 2.3 DELEGATED DESIGN A. Performance and Design Criteria: Where professional design services or certifications by a design professional are specifically required of Contractor by the Contract Documents, provide products and systems complying with specific performance and design criteria indicated. 1. If criteria indicated are not sufficient to perform services or certification required, submit a written request for additional information to Architect. B. Delegated- Design Submittal: In addition to Shop Drawings, Product Data, and other required submittals, submit three (3) copies of a statement, signed and sealed by the responsible design professional, for each product and system specifically assigned to Contractor to be designed or certified by a design professional. 1. Indicate that products and systems comply with performance and design criteria in the Contract Documents. Include list of codes, loads, and other factors used in performing these services. PART 3 - EXECUTION 3.1 CONTRACTOR'S REVIEW A. Review each submittal and check for coordination with other Work of the Contract and for compliance with the Contract Documents. Note corrections and field dimensions. Mark with approval stamp before submitting to Architect. B. Approval Stamp. Stamp each submittal with a uniform, approval stamp. Include Project name and location, submittal number, Specification Section title and number, name of reviewer, date of Contractor's approval, and statement certifying that submittal has been reviewed, checked, and approved for compliance with the Contract Documents. 3.2 ARCHITECT'S ACTION A. General: Architect will not review submittals that do not bear Contractor's approval stamp and will return them without action. B. Action Submittals: Architect will review each submittal, make marks to indicate corrections or modifications required, and return it. Architect will stamp each submittal with an action stamp and will mark stamp appropriately to indicate action taken, as follows: Project No. 1225.0 SUBMITTAL PROCEDURES 01330 - 8 1. Final Unrestricted Release: Where the submittal is marked "Approved," the Work covered by the submittal may proceed provided it complies with the Contract Documents. Final acceptance will depend on that compliance. 2. Final- but - Restricted Release: Where the submittal is marked "Approved as Corrected," the Work covered by the submittal may proceed provided it complies with both Architect's notations and corrections on the submittal and the Contract Documents. Final acceptance will depend on that compliance. 3. Returned for Resubmittal: Where the submittal is marked "Revise and Resubmit," do not proceed with the Work covered by the submittal, including purchasing, fabrication, delivery, or other activity for the product submitted. Revise or prepare a new submittal according to Architect's notations and corrections. Only previously noted corrections will be reviewed. 4. Rejected: Where the submittal is marked "Not Approved," do not proceed with the Work covered by the submittal. Prepare a new submittal for a product that complies with the Contract Documents. 5. Incomplete: Unless properly identified as a partial submittal, it will be returned marked with "Revise and Resubmit." Do not proceed with the Work covered by the submittal. Prepare additional information requested, or required by the Contract Documents, that indicates compliance with requirements. Approval of partial submittals does not constitute future approval of the final submittal. Review of the final submittal may uncover issues with the partial submittal that may require revisions to be made to the partial submittal. C. Informational Submittals: Architect will review each submittal and will not return it, or will return it if it does not comply with requirements. Architect will forward each submittal to appropriate party. D. Partial submittals are not acceptable, will be considered non - responsive, and will be returned without review. E. Submittals not required by the Contract Documents may not be reviewed and may be discarded. END OF SECTION 01330 Project No. 1225.0 SUBMITTAL PROCEDURES 01330 - 9 SECTION 01400 - QUALITY REQUIREMENTS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes administrative and procedural requirements for quality assurance and quality control. B. Testing and inspecting services are required to verify compliance with requirements specified or indicated. These services do not relieve Contractor of responsibility for compliance with the Contract Document requirements. 1. Specific quality- assurance and - control requirements for individual construction activities are specified in the Sections that specify those activities. Requirements in those Sections may also cover production of standard products. 2. Specified tests, inspections, and related actions do not limit Contractor's other quality - assurance and - control procedures that facilitate compliance with the Contract Document requirements. 3. Requirements for Contractor to provide quality- assurance and - control services required by Architect, Owner, Construction Manager or authorities having jurisdiction are not limited by provisions of this Section. C. Related Sections include the following: 1. Divisions 3 through 10 Sections for specific test and inspection requirements. 1.3 DEFINITIONS A. Quality- Assurance Services: Activities, actions, and procedures performed before and during execution of the Work to guard against defects and deficiencies and substantiate that proposed construction will comply with requirements. B. Quality- Control Services: Tests, inspections, procedures, and related actions during and after execution of the Work to evaluate that actual products incorporated into the Work and completed construction comply with requirements. Services do not include contract enforcement activities performed by Architect. C. Mockups: Full -size, physical assemblies that are constructed on -site. Mockups are used to verify selections made under sample submittals, to demonstrate aesthetic effects and, where indicated, qualities of materials and execution, and to review construction, coordination, testing, Project No. 1225.0 QUALITY REQUIREMENTS 01400 - 1 or operation; they are not Samples. Approved mockups establish the standard by which the Work will be judged. D. Preconstruction Testing: Tests and inspections that are performed specifically for the Project before products and materials are incorporated into the Work to verify performance or compliance with specified criteria. E. Product Testing: Tests and inspections that are performed by an NRTL, an NVLAP, or a testing agency qualified to conduct product testing and acceptable to authorities having jurisdiction, to establish product performance and compliance with industry standards. F. Source Quality- Control Testing: Tests and inspections that are performed at the source, i.e., plant, mill, factory, or shop. G. Field Quality- Control Testing: Tests and inspections that are performed on -site for installation of the Work and for completed Work. H. Testing Agency: An entity engaged to perform specific tests, inspections, or both. Testing laboratory shall mean the same as testing agency. L Installer /Applicator /Erector: Contractor or another entity engaged by Contractor as an employee, Subcontractor, or Sub - subcontractor, to perform a particular construction operation, including installation, erection, application, and similar operations. 1. Using a term such as "carpentry" does not 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 trades people of the corresponding generic name. J. Experienced: When used with an entity, "experienced" means having successfully completed a minimum of five previous projects similar in size and scope to this Project; being familiar with special requirements indicated; and having complied with requirements of authorities having jurisdiction. 1.4 CONFLICTING REQUIREMENTS A. General: If compliance with two or more standards is specified and the standards establish different or conflicting requirements for minimum quantities or quality levels, comply with the most stringent requirement. Refer uncertainties and requirements that are different, but apparently equal, to Architect for a decision before proceeding. B. Minimum Quantity or Quality Levels: 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 context of requirements. Refer uncertainties to Architect for a decision before proceeding. Project No. 1225.0 QUALITY REQUIREMENTS 01400 - 2 1.5 SUBMITTALS A. Qualification Data: For testing agencies specified in "Quality Assurance" Article to demonstrate their capabilities and experience. Include proof of qualifications in the form of a recent report on the inspection of the testing agency by a recognized authority. Schedule of Tests and Inspections: Prepare in tabular form and include the following: 1. Specification Section number and title. 2. Description of test and inspection. 3. Identification of applicable standards. 4. Identification of test and inspection methods. 5. Number of tests and inspections required. 6. Time schedule or time span for tests and inspections. 7. Entity responsible for performing tests and inspections. 8. Requirements for obtaining samples. 9. Unique characteristics of each quality- control service. B. Reports: Prepare and submit certified written reports that include the following: 1. Date of issue. 2. Project title and number. 3. Name, address, and telephone number of testing agency. 4. Dates and locations of samples and tests or inspections. 5. Names of individuals making tests and inspections. 6. Description of the Work and test and inspection method. 7. Identification of product and Specification Section. 8. Complete test or inspection data. 9. Test and inspection results and an interpretation of test results. 10. Record of temperature and weather conditions at time of sample taking and testing and inspecting. 11. Comments or professional opinion on whether tested or inspected Work complies with the Contract Document requirements. 12. Name and signature of laboratory inspector. 13. Recommendations on retesting and reinspecting. C. Permits, Licenses, and Certificates: For Owner's records, submit copies of permits, licenses, certifications, inspection reports, releases, jurisdictional settlements, notices, receipts for fee payments, judgments, correspondence, records, and similar documents, established for compliance with standards and regulations bearing on performance of the Work. 1.6 QUALITY ASSURANCE A. General: Qualifications paragraphs in this Article establish the minimum qualification levels required; individual Specification Sections specify additional requirements. B. Installer Qualifications: A firm or individual experienced in installing, erecting, or assembling work similar in material, design, and extent to that indicated for this Project, whose work has resulted in construction with a record of successful in- service performance. Project No. 1225.0 QUALITY REQUIREMENTS 01400 - 3 C. Manufacturer Qualifications: A firm experienced in manufacturing products or systems similar to those indicated for this Project and with a record of successful in- service performance, as well as sufficient production capacity to produce required units. D. Fabricator Qualifications: A firm experienced in producing products similar to those indicated for this Project and with a record of successful in- service performance, as well as sufficient production capacity to produce required units. 1.7 QUALITY CONTROL A. Manufacturer's Field Services: Where indicated, engage a factory- authorized service representative to inspect field - assembled components and equipment installation, including service connections. Report results in writing as specified in Division 1 Section "Submittal Procedures." B. Retesting /Reinspecting: Regardless of whether original tests or inspections were Contractor's responsibility, provide quality- control services, including retesting and reinspecting, for construction that replaced Work that failed to comply with the Contract Documents. C. Coordination: Coordinate sequence of activities to accommodate required quality- assurance and - control services with a minimum of delay and to avoid necessity of removing and replacing construction to accommodate testing and inspecting. 1. Schedule times for tests, inspections, obtaining samples, and similar activities. PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION 3.1 TEST AND INSPECTION LOG A. Prepare a record of tests and inspections. Include the following: 1. Date test or inspection was conducted. 2. Description of the Work tested or inspected. 3. Date test or inspection results were transmitted to Architect. 4. Identification of testing agency or special inspector conducting test or inspection. B. Maintain log at Project site. Post changes and modifications as they occur. Provide access to test and inspection log for Architect's reference during normal working hours. 3.2 REPAIR AND PROTECTION A. Repair and protection are Contractor's responsibility, regardless of the assignment of responsibility for quality- control services. END OF SECTION 01400 Project No. 1225.0 QUALITY REQUIREMENTS 01400 - 4 SECTION 01420 - REFERENCES PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 DEFINITIONS A. General: Basic Contract definitions are included in the Conditions of the Contract. B. "Approved ": The term "approved," when used in conjunction with Architect's action on Contractor's submittals, applications, and requests, is limited to Architect's duties and responsibilities as stated in the Conditions of the Contract. C. "Directed ": Terms such as "directed," "requested," "authorized," "selected," "approved," "required," and "permitted" mean directed by Architect, requested by Architect, and similar phrases. D. "Indicated ": The term "indicated" refers to graphic representations, notes, or schedules on Drawings; or to other paragraphs or schedules in Specifications and similar requirements in the Contract Documents. Terms such as "shown," "noted," "scheduled," and "specified" are used to help the user locate the reference. E. "Regulations ": 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. "Furnish ": The term "furnish" means to supply and deliver to Project site, ready for unloading, unpacking, assembly, installation, and similar operations. G. "Install ": The term "install" describes operations at Project site including unloading, temporary storage, unpacking, assembling, erecting, placing, anchoring, applying, working to dimension, finishing, curing, protecting, cleaning, and similar operations. H. "Provide ": The term "provide" means to furnish and install, complete and ready for the intended use. L "Installer ": An installer is Contractor or another entity engaged by Contractor, as an employee, subcontractor, or contractor of lower tier, to perform a particular construction operation, including installation, erection, application, and similar operations. J. The term "experienced," when used with the term "installer," means having successfully completed 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 authorities having jurisdiction. 1. Using a term such as "carpentry" does not 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 tradespeople of the corresponding generic name. Project No. 1225.0 REFERENCES 01420 - 1 K. "Project site" is the space available for performing construction activities, either exclusively or in conjunction with others performing other work as part of Project. The extent of Project site is shown on the Drawings and may or may not be identical with the description of the land on which Project is to be built. 1.3 INDUSTRY STANDARDS A. Applicability of Standards: Unless the Contract Documents include more stringent requirements, applicable construction industry standards have the same force and effect as if bound or copied directly into the Contract Documents to the extent referenced. Such standards are made a part of the Contract Documents by reference. B. Publication Dates. Comply with standards in effect as of the date of the Contract Documents, unless otherwise indicated. C. Conflicting Requirements: Where compliance with two or more standards is specified and the standards establish different or conflicting requirements for minimum quantities or quality levels, comply with the most stringent requirement. Refer uncertainties and requirements that are different, but apparently equal, to Architect for a decision before proceeding. 1. Minimum Quantity or Quality Levels: 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 context of the requirements. Refer uncertainties to Architect for a decision before proceeding. D. Abbreviations and Names: Abbreviations and acronyms are frequently used in the Specifications and other Contract Documents to represent the name of a trade association, standards- developing organization, authorities having jurisdiction, or other entity in the context of referencing a standard or publication. Where abbreviations and acronyms are used in the Specifications or other Contract Documents, they mean the recognized name of these entities. Refer to Gale Research's "Encyclopedia of Associations" or Columbia Books' "National Trade & Professional Associations of the U.S.," which are available in most libraries. PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION (Not Used) END OF SECTION 01420 Project No. 1225.0 REFERENCES 01420 - 2 SECTION 01500 - TEMPORARY FACILITIES AND CONTROLS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes requirements for temporary utilities, support facilities, and security and protection facilities. B. Related Sections include the following: 1. Division 1 Section "Execution Requirements" for progress cleaning requirements. 2. Divisions 3 through 10 Sections for temporary heat, ventilation, and humidity requirements for products in those Sections. 1.3 DEFINITIONS A. Permanent Enclosure: As determined by Architect, permanent or temporary roofing is complete, insulated, and weather - tight; exterior walls are insulated and weather - tight; and all openings are closed with permanent construction or substantial temporary closures. 1.4 USE CHARGES A. General: Cost or use charges for temporary facilities shall be included in the Contract Sum. Allow other entities to use temporary services and facilities without cost, including, but not limited to, Owner's construction forces, testing agencies, and authorities having jurisdiction. 1.5 QUALITY ASSURANCE A. Electric Service: Comply with NECA, NEMA, and UL standards and regulations for temporary electric service. Install service to comply with NFPA 70. B. Tests and Inspections: Arrange for authorities having jurisdiction to test and inspect each temporary utility before use. Obtain required certifications and permits. 1.6 PROJECT CONDITIONS A. Temporary Use of Permanent Facilities: Installer of each permanent service shall assume responsibility for operation, maintenance, and protection of each permanent service during its Project No. 1225.0 TEMPORARY FACILITIES AND CONTROLS 01500 -1 use as a construction facility before Owner's acceptance, regardless of previously assigned responsibilities. PART 2- PRODUCTS 2.1 EQUIPMENT A. Fire Extinguishers: Portable, UL rated; with class and extinguishing agent as required by locations and classes of fire exposures. B. HVAC Equipment. Unless Owner authorizes use of permanent HVAC system, provide vented, self - contained, liquid - propane -gas or fuel -oil heaters with individual space thermostatic control. 1. Use of gasoline - burning space heaters, open -flame heaters, or salamander -type heating units is prohibited. PART 3 - EXECUTION 3.1 INSTALLATION, GENERAL A. Locate facilities where they will serve Project adequately and result in minimum interference with performance of the Work. Relocate and modify facilities as required by progress of the Work. B. Provide each facility ready for use when needed to avoid delay. Do not remove until facilities are no longer needed or are replaced by authorized use of completed permanent facilities. 3.2 TEMPORARY UTILITY INSTALLATION A. General: Install temporary service or connect to existing service. 1. Arrange with utility company or Owner. B. Water Service: Use permanent water service. 1. Water service use charges, metered, for water used by all entities engaged in construction activities at Project site will be paid for by the Owner. C. Sanitary Facilities: Use portable sanitary facilities provided by the Contractor. D. Heating and Cooling: Provided by the Contractor for its own Work. E. Ventilation and Humidity Control: Provided by the Contractor for its own Work. F. Electric Power Service: Coordinate use of Owner's existing power service with the Owner's Representative. G. Lighting: Provide temporary lighting with local switching that provides adequate illumination for construction operations, observations, inspections, and traffic conditions. Project No. 1225.0 TEMPORARY FACILITIES AND CONTROLS 01500 -2 1. Provided by each contract for its own Work. H. Telephone Service: Provided by each construction trade. L Electronic Communication Service: Not Required. 3.3 SUPPORT FACILITIES INSTALLATION A. General: Comply with the following: 1. Locate construction office to avoid construction operations. Comply with NFPA 241. 2. Maintain support facilities until near Substantial Completion. Remove before Substantial Completion. Personnel remaining after Substantial Completion will be permitted to use permanent facilities, under conditions acceptable to Owner. B. Parking: Parking will not be allowed on site. Each contractor shall be responsible for procuring & maintaining off -site parking for construction personnel. C. Waste Disposal Facilities: The Contractor shall be responsible for providing, maintaining and paying for construction waste disposal facilities. Locate construction waste facilities as directed by the Owner's Representative. D. Lifts and Hoists: Provide facilities necessary for hoisting materials and personnel. See Section 01125 (Summary of Multiple Contracts) for further instruction. 3.4 SECURITY AND PROTECTION FACILITIES INSTALLATION A. Temporary Enclosures: Provide temporary enclosures for protection of construction, in progress and completed, from exposure, foul weather, other construction operations, and similar activities. Provide temporary weather -tight enclosure for building exterior. 1. Where heating or cooling is needed and permanent enclosure is not complete, insulate temporary enclosures. B. Temporary Fire Protection: Install and maintain temporary fire - protection facilities of types needed to protect against reasonably predictable and controllable fire losses. Comply with NFPA 241. 1. Prohibit smoking in construction areas. 2. Supervise welding operations, combustion -type temporary heating units, and similar sources of fire ignition according to requirements of authorities having jurisdiction. 3.5 OPERATION, TERMINATION, AND REMOVAL A. Supervision: Enforce strict discipline in use of temporary facilities. To minimize waste and abuse, limit availability of temporary facilities to essential and intended uses. B. Maintenance: Maintain facilities in good operating condition until removal. Project No. 1225.0 TEMPORARY FACILITIES AND CONTROLS 01500 -3 1. Maintain operation of temporary enclosures, heating, cooling, humidity control, ventilation, and similar facilities on a 24 -hour basis where required to achieve indicated results and to avoid possibility of damage. C. Temporary Facility Changeover: Do not change over from using temporary security and protection facilities to permanent facilities until Substantial Completion. D. Termination and Removal: Remove each temporary facility when need for its service has ended, when it has been 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 temporary facility. Repair damaged Work, clean exposed surfaces, and replace construction that cannot be satisfactorily repaired. 1. Materials and facilities that constitute temporary facilities are property of Contractor. 2. At Substantial Completion, clean and renovate permanent facilities used during construction period. Comply with final cleaning requirements specified in Division 1 Section "Closeout Procedures." END OF SECTION 01500 Project No. 1225.0 TEMPORARY FACILITIES AND CONTROLS 01500 -4 SECTION 01600 - PRODUCT REQUIREMENTS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes the following administrative and procedural requirements: selection of products for use in Project; product delivery, storage, and handling; manufacturers' standard warranties on products; special warranties; product substitutions; and comparable products. B. Related Sections include the following: 1. Division 1 Section "Closeout Procedures" for submitting warranties for contract closeout. 2. Divisions 3 through 10 Sections for specific requirements for warranties on products and installations specified to be warranted. 1.3 DEFINITIONS A. Products: Items purchased for incorporating into the Work, whether purchased for Project or taken from previously purchased stock. The term "product" includes the terms "material," "equipment," "system," and terms of similar intent. 1. Named Products: Items identified by manufacturer's product name, including make or model number or other designation, shown or listed in manufacturer's published product literature, that is current as of date of the Contract Documents. 2. New Products: Items that have not previously been incorporated into another project or facility. Products salvaged or recycled from other projects are not considered new products. 3. Comparable Product: Product that is demonstrated and approved through submittal process, or where indicated as a product substitution, to have the indicated qualities related to type, function, dimension, in- service performance, physical properties, appearance, and other characteristics that equal or exceed those of specified product. B. Substitutions: Changes in products, materials, equipment, and methods of construction from those required by the Contract Documents and proposed by Contractor. C. Basis -of- Design Product Specification: Where a specific manufacturer's product is named and accompanied by the words "basis of design," including make or model number or other designation, to establish the significant qualities related to type, function, dimension, in- Project No. 1225.0 PRODUCT REQUIREMENTS 01600 - 1 service performance, physical properties, appearance, and other characteristics for purposes of evaluating comparable products of other named manufacturers. D. Manufacturer's Warranty: Preprinted written warranty published by individual manufacturer for a particular product and specifically endorsed by manufacturer to Owner. E. Special Warranty: Written warranty required by or incorporated into the Contract Documents, either to extend time limit provided by manufacturer's warranty or to provide more rights for Owner. 1.4 SUBMITTALS A. Substitution Requests: Submit three (3) copies of each request for consideration. Identify product or fabrication or installation method to be replaced. Include Specification Section number and title and Drawing numbers and titles. 1. Documentation: Show compliance with requirements for substitutions and the following, as applicable: a. Statement indicating why specified material or product cannot be provided. b. Coordination information, including a list of changes or modifications needed to other parts of the Work and to construction performed by Owner and separate contractors, that will be necessary to accommodate proposed substitution. c. Detailed comparison of significant qualities of proposed substitution with those of the Work specified. Significant qualities may include attributes such as performance, weight, size, durability, visual effect, and specific features and requirements indicated. d. Product Data, including drawings and descriptions of products and fabrication and installation procedures. e. Samples, where applicable or requested. f. List of similar installations for completed projects with project names and addresses and names and addresses of architects and owners. g. Material test reports from a qualified testing agency indicating and interpreting test results for compliance with requirements indicated. h. Research/evaluation reports evidencing compliance with building code in effect for Project, from a model code organization acceptable to authorities having jurisdiction. i. Detailed comparison of Construction Manager's Construction Schedule using proposed substitution with products specified for the Work, including effect on the overall Contract Time. If specified product or method of construction cannot be provided within the Contract Time, include letter from manufacturer, on manufacturer's letterhead, stating lack of availability or delays in delivery. j. Cost information, including a proposal of change, if any, in the Contract Sum. k. Contractor's certification that proposed substitution complies with requirements in the Contract Documents and is appropriate for applications indicated. 1. Contractor's waiver of rights to additional payment or time that may subsequently become necessary because of failure of proposed substitution to produce indicated results. 2. Architect's Action: If necessary, Architect will request additional information or documentation for evaluation within one week of receipt of a request for substitution. Architect will notify Contractor of acceptance or rejection of proposed substitution within 15 days of receipt of request, or 7 days of receipt of additional information or documentation, whichever is later. a. Form of Acceptance: Change Order. Project No. 1225.0 PRODUCT REQUIREMENTS 01600 - 2 b. Use product specified if Architect cannot make a decision on use of a proposed substitution within time allocated. B. Basis -of- Design Product Specification Submittal: Comply with requirements in Division 1 Section "Submittal Procedures." Show compliance with requirements. 1.5 QUALITY ASSURANCE A. Compatibility of Options: If Contractor is given option of selecting between two or more products for use on Project, product selected shall be compatible with products previously selected, even if previously selected products were also options. 1. Each contractor is responsible for providing products and construction methods compatible with products and construction methods of other contractors. 2. If a dispute arises between contractors over concurrently selectable but incompatible products, Architect will determine which products shall be used. 1.6 PRODUCT DELIVERY, STORAGE, AND HANDLING A. Deliver, store, and handle products using means and methods that will prevent damage, deterioration, and loss, including theft. Comply with manufacturer's written instructions. 1. Schedule delivery to minimize long -term storage at Project site and to prevent overcrowding of construction spaces. 2. 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 losses. 3. Deliver products to Project site in an undamaged condition in manufacturer's original sealed container or other packaging system, complete with labels and instructions for handling, storing, unpacking, protecting, and installing. 4. Inspect products on delivery to ensure compliance with the Contract Documents and to ensure that products are undamaged and properly protected. 5. Store products to allow for inspection and measurement of quantity or counting of units. 6. Store materials in a manner that will not endanger Project structure. 7. Store products that are subject to damage by the elements, under cover in a weathertight enclosure above ground, with ventilation adequate to prevent condensation. 8. Comply with product manufacturer's written instructions for temperature, humidity, ventilation, and weather - protection requirements for storage. 9. Protect stored products from damage. 1.7 PRODUCT WARRANTIES A. Warranties specified in other Sections shall be in addition to, and run concurrent with, other warranties required by the Contract Documents. Manufacturer's disclaimers and limitations on product warranties do not relieve Contractor of obligations under requirements of the Contract Documents. Project No. 1225.0 PRODUCT REQUIREMENTS 01600 - 3 B. Special Warranties: Prepare a written document that contains appropriate terms and identification, ready for execution. Submit a draft for approval before final execution. 1. Manufacturer's Standard Form. Modified to include Project- specific information and properly executed. 2. Refer to Divisions 3 through 10 Sections for specific content requirements and particular requirements for submitting special warranties. C. Submittal Time: Comply with requirements in Division 1 Section "Closeout Procedures." PART 2- PRODUCTS 2.1 PRODUCT OPTIONS A. General Product Requirements: Provide products that comply with the Contract Documents, that are undamaged, and unless otherwise indicated, that are new at time of installation. 1. Provide products complete with accessories, trim, finish, fasteners, and other items needed for a complete installation and indicated use and effect. 2. Standard Products: If available, and unless custom products or nonstandard options are specified, provide standard products of types that have been produced and used successfully in similar situations on other projects. 3. Owner reserves the right to limit selection to products with warranties not in conflict with requirements of the Contract Documents. 4. Where products are accompanied by the term "as selected," Architect will make selection. 5. Where products are accompanied by the term "match sample," sample to be matched is Architect's. 6. Descriptive, performance, and reference standard requirements in the Specifications establish "salient characteristics" of products. 7. Or Equal: Where products are specified by name and accompanied by the term "or equal" or "or approved equal" or "or approved," comply with provisions in "Comparable Products" Article to obtain approval for use of an unnamed product. B. Product Selection Procedures: Procedures for product selection include the following: 1. Product: Where Specification paragraphs or subparagraphs titled "Product" name a single product and manufacturer, provide the product named. a. Substitutions may be considered, unless otherwise indicated. 2. Manufacturer /Source: Where Specification paragraphs or subparagraphs titled "Manufacturer" or "Source" name single manufacturers or sources, provide a product by the manufacturer or from the source named that complies with requirements. a. Substitutions may be considered, unless otherwise indicated. Project No. 1225.0 PRODUCT REQUIREMENTS 01600 - 4 3. Products: Where Specification paragraphs or subparagraphs titled "Products" introduce a list of names of both products and manufacturers, provide one of the products listed that complies with requirements. a. Substitutions may be considered, unless otherwise indicated. 4. Manufacturers: Where Specification paragraphs or subparagraphs titled "Manufacturers" introduce a list of manufacturers' names, provide a product by one of the manufacturers listed that complies with requirements. a. Substitutions may be considered, unless otherwise indicated. 5. Available Products: Where Specification paragraphs or subparagraphs titled "Available Products" introduce a list of names of both products and manufacturers, provide one of the products listed or another product that complies with requirements. Comply with provisions in "Comparable Products" Article to obtain approval for use of an unnamed product. 6. Available Manufacturers: Where Specification paragraphs or subparagraphs titled "Available Manufacturers" introduce a list of manufacturers' names, provide a product by one of the manufacturers listed or another manufacturer that complies with requirements. Comply with provisions in "Comparable Products" Article to obtain approval for use of an unnamed product. 7. Product Options: Where Specification paragraphs titled "Product Options" indicate that size, profiles, and dimensional requirements on Drawings are based on a specific product or system, provide either the specific product or system indicated or a comparable product or system by another manufacturer. Comply with provisions in "Product Substitutions" Article. 8. Basis -of- Design Products: Where Specification paragraphs or subparagraphs titled "Basis -of- Design Product(s)" are included and also introduce or refer to a list of manufacturers' names, provide either the specified product or a comparable product by one of the other named manufacturers. Drawings and Specifications indicate sizes, profiles, dimensions, and other characteristics that are based on the product named. Comply with provisions in "Comparable Products" Article to obtain approval for use of an unnamed product. a. Substitutions may be considered, unless otherwise indicated. 9. Visual Matching Specification: Where Specifications require matching an established Sample, select a product (and manufacturer) that complies with requirements and matches Architect's sample. Architect's decision will be final on whether a proposed product matches satisfactorily. a. If no product available within specified category matches satisfactorily and complies with other specified requirements, comply with provisions of the Contract Documents on "substitutions" for selection of a matching product. Project No. 1225.0 PRODUCT REQUIREMENTS 01600 - 5 10. Visual Selection Specification: Where Specifications include the phrase "as selected from manufacturer's colors, patterns, textures" or a similar phrase, select a product (and manufacturer) that complies with other specified requirements. a. Standard Range: Where Specifications include the phrase "standard range of colors, patterns, textures" or similar phrase, Architect will select color, pattern, or texture from manufacturer's product line that does not include premium items. b. Full Range: Where Specifications include the phrase "full range of colors, patterns, textures" or similar phrase, Architect will select color, pattern, or texture from manufacturer's product line that includes both standard and premium items. 2.2 PRODUCT SUBSTITUTIONS A. Timing: Architect will consider requests for substitution if received within 20 days after commencement of the Work. Requests received after that time may be considered or rejected at discretion of Architect. B. Conditions: Architect will consider Contractor's request for substitution when the following conditions are satisfied. If the following conditions are not satisfied, Architect will return requests without action, except to record noncompliance with these requirements: 1. Requested substitution offers Owner a substantial advantage in cost, time, energy conservation, or other considerations, after deducting additional responsibilities Owner must assume. Owner's additional responsibilities may include compensation to Architect for redesign and evaluation services, increased cost of other construction by Owner, and similar considerations. 2. Requested substitution does not require extensive revisions to the Contract Documents. 3. Requested substitution is consistent with the Contract Documents and will produce indicated results. 4. Substitution request is fully documented and properly submitted. 5. Requested substitution will not adversely affect Construction Manager's Construction Schedule. 6. Requested substitution has received necessary approvals of authorities having jurisdiction. 7. Requested substitution is compatible with other portions of the Work. 8. Requested substitution has been coordinated with other portions of the Work. 9. Requested substitution provides specified warranty. 10. If requested substitution involves more than one contractor, requested substitution has been coordinated with other portions of the Work, is uniform and consistent, is compatible with other products, and is acceptable to all contractors involved. 2.3 COMPARABLE PRODUCTS A. Where products or manufacturers are specified by name, submit the following, in addition to other required submittals, to obtain approval of an unnamed product: 1. Evidence that the proposed product does not require extensive revisions to the Contract Documents, that it is consistent with the Contract Documents and will produce the indicated results, and that it is compatible with other portions of the Work. Project No. 1225.0 PRODUCT REQUIREMENTS 01600 - 6 2. Detailed comparison of significant qualities of proposed product with those named in the Specifications. Significant qualities include attributes such as performance, weight, size, durability, visual effect, and specific features and requirements indicated. 3. Evidence that proposed product provides specified warranty. 4. List of similar installations for completed projects with project names and addresses and names and addresses of architects and owners, if requested. 5. Samples, if requested. PART 3 - EXECUTION (Not Used) END OF SECTION 01600 Project No. 1225.0 PRODUCT REQUIREMENTS 01600 - 7 SECTION 01700 - EXECUTION REQUIREMENTS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes general procedural requirements governing execution of the Work including, but not limited to, the following: 1. Construction layout. 2. General installation of products. 3. Progress cleaning. 4. Starting and adjusting. 5. Protection of installed construction. 6. Correction of the Work. B. Related Sections include the following: 1. Division 1 Section "Closeout Procedures" for submitting Project Record Documents and final cleaning. PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION 3.1 EXAMINATION A. Existing Utilities: The existence and location of underground and other utilities and construction indicated as existing are not guaranteed. Before beginning sitework, investigate and verify the existence and location of underground utilities and other construction affecting the Work. 1. Before conducting grading or excavation activities, the Contractor shall engage the services of the local underground utilities location service. Underground utilities must be located prior to grading or excavation. 2. Before construction, verify the location and invert elevation at points of connection of sanitary sewer, storm sewer, and water - service piping; and underground electrical services. 3. Furnish location data for work related to Project that must be performed by public utilities serving Project site. B. Acceptance of Conditions: Examine substrates, areas, and conditions, with Installer or Applicator present where indicated, for compliance with requirements for installation tolerances and other conditions affecting performance. Record observations. Project No. 1225.0 EXECUTION REQUIREMENTS 01700 -1 1. Written Report: Where a written report listing conditions detrimental to performance of the Work is required by other Sections, include the following: a. Description of the Work. b. List of detrimental conditions, including substrates. c. List of unacceptable installation tolerances. d. Recommended corrections. 2. Verify compatibility with and suitability of substrates, including compatibility with existing finishes or primers. 3. Examine roughing -in for mechanical and electrical systems to verify actual locations of connections before equipment and fixture installation. 4. Examine walls, floors, and roofs for suitable conditions where products and systems are to be installed. 5. Proceed with installation only after unsatisfactory conditions have been corrected. Proceeding with the Work indicates acceptance of surfaces and conditions. 3.2 PREPARATION A. Existing Utility Information: Furnish information to local utility that is necessary to adjust, move, or relocate existing utility structures, utility poles, lines, services, or other utility appurtenances located in or affected by construction. Coordinate with authorities having jurisdiction. B. Field Measurements: Take field measurements as required to fit the Work properly. Recheck measurements before installing each product. Where portions of the Work are indicated to fit to other construction, verify dimensions of other construction by field measurements before fabrication. Coordinate fabrication schedule with construction progress to avoid delaying the Work. C. Space Requirements: Verify space requirements and dimensions of items shown diagrammatically on Drawings D. Review of Contract Documents and Field Conditions: Immediately on discovery of the need for clarification of the Contract Documents, submit a request for information to Architect. Include a detailed description of problem encountered, together with recommendations for changing the Contract Documents. 3.3 INSTALLATION A. General: Locate the Work and components of the Work accurately, in correct alignment and elevation, as indicated. 1. Make vertical work plumb and make horizontal work level. 2. Where space is limited, install components to maximize space available for maintenance and ease of removal for replacement. 3. Conceal pipes, ducts, and wiring in finished areas, unless otherwise indicated. B. Comply with manufacturer's written instructions and recommendations for installing products in applications indicated. C. Install products at the time and under conditions that will ensure the best possible results. Maintain conditions required for product performance until Substantial Completion. Project No. 1225.0 EXECUTION REQUIREMENTS 01700 -2 D. Conduct construction operations so no part of the Work is subjected to damaging operations or loading in excess of that expected during normal conditions of occupancy. E. Tools and Equipment. Do not use tools or equipment that produce harmful noise levels. F. Anchors and Fasteners: Provide anchors and fasteners as required to anchor each component securely in place, accurately located and aligned with other portions of the Work. 1. Mounting Heights: Where mounting heights are not indicated, mount components at heights directed by Architect. 2. Allow for building movement, including thermal expansion and contraction. G. Joints: Make joints of uniform width. Where joint locations in exposed work are not indicated, arrange joints for the best visual effect. Fit exposed connections together to form hairline joints. H. Hazardous Materials: Use products, cleaners, and installation materials that are not considered hazardous. 3.4 PROGRESS CLEANING A. General: Clean Project site and work areas daily, including common areas. Coordinate progress cleaning for joint -use areas where more than one installer has worked. Enforce requirements strictly. Dispose of materials lawfully. 1. Comply with requirements in NFPA 241 for removal of combustible waste materials and debris. 2. Do not hold materials more than 7 days during normal weather or 3 days if the temperature is expected to rise above 80 deg F. 3. Containerize hazardous and unsanitary waste materials separately from other waste. Mark containers appropriately and dispose of legally, according to regulations. B. Site: Maintain Project site free of waste materials and debris. C. Work Areas: Clean areas where work is in progress to the level of cleanliness necessary for proper execution of the Work. 1. Remove liquid spills promptly. 2. Where dust would impair proper execution of the Work, broom -clean or vacuum the entire work area, as appropriate. D. Installed Work: Keep installed work clean. Clean installed surfaces according to written instructions of manufacturer or fabricator of product installed, using only cleaning materials specifically recommended. If specific cleaning materials are not recommended, use cleaning materials that are not hazardous to health or property and that will not damage exposed surfaces. E. Concealed Spaces: Remove debris from concealed spaces before enclosing the space. F. Exposed Surfaces: Clean exposed surfaces and protect as necessary to ensure freedom from damage and deterioration at time of Substantial Completion. Project No. 1225.0 EXECUTION REQUIREMENTS 01700 -3 G. Cutting and Patching: Clean areas and spaces where cutting and patching are performed. Completely remove paint, mortar, oils, putty, and similar materials. 1. Thoroughly clean piping, conduit, and similar features before applying paint or other finishing materials. Restore damaged pipe covering to its original condition. H. Waste Disposal: Burying or burning waste materials on -site will not be permitted. Washing waste materials down sewers or into waterways will not be permitted. I. During handling and installation, clean and protect construction in progress and adjoining materials already in place. Apply protective covering where required to ensure protection from damage or deterioration at Substantial Completion. J. Clean and provide maintenance on completed construction as frequently as necessary through the remainder of the construction period. Adjust and lubricate operable components to ensure operability without damaging effects. K. Limiting Exposures: Supervise construction operations to assure that no part of the construction, completed or in progress, is subject to harmful, dangerous, damaging, or otherwise deleterious exposure during the construction period. 3.5 PROTECTION OF INSTALLED CONSTRUCTION A. Provide final protection and maintain conditions that ensure installed Work is without damage or deterioration at time of Substantial Completion. B. Comply with manufacturer's written instructions for temperature and relative humidity. Project No. 1225.0 EXECUTION REQUIREMENTS 01700 -4 3.6 CORRECTION OF THE WORK A. Repair or remove and replace defective construction. Restore damaged substrates and finishes. Comply with requirements in Division 1 Section "Cutting and Patching." 1. Repairing includes replacing defective parts, refinishing damaged surfaces, touching up with matching materials, and properly adjusting operating equipment. B. Restore permanent facilities used during construction to their specified condition. C. Remove and replace damaged surfaces that are exposed to view if surfaces cannot be repaired without visible evidence of repair. D. Repair components that do not operate properly. Remove and replace operating components that cannot be repaired. E. Remove and replace chipped, scratched, and broken glass or reflective surfaces. END OF SECTION 01700 Project No. 1225.0 EXECUTION REQUIREMENTS 01700 -5 SECTION 01731 - CUTTING AND PATCHING PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes procedural requirements for cutting and patching. 1.3 DEFINITIONS A. Cutting: Removal of existing construction necessary to permit installation or performance of other Work. B. Patching: Fitting and repair work required to restore surfaces to original conditions after installation of other Work. 1.4 SUBMITTALS A. Cutting and Patching Proposal: Submit a proposal describing procedures at least 5 days before the time cutting and patching will be performed, requesting approval to proceed. Include the following information: 1. Extent: Describe cutting and patching, show how they will be performed, and indicate why they cannot be avoided. 2. Changes to Existing Construction: Describe anticipated results. Include changes to structural elements and operating components as well as changes in building's appearance and other significant visual elements. 3. Products: List products to be used and firms or entities that will perform the Work. 4. Dates: Indicate when cutting and patching will be performed. 5. Utilities: List utilities that cutting and patching procedures will disturb or affect. List utilities that will be relocated and those that will be temporarily out of service. Indicate how long service will be disrupted. 6. Structural Elements: Where cutting and patching involve adding reinforcement to structural elements, submit details and engineering calculations showing integration of reinforcement with original structure. 7. Architect's Approval: Obtain approval of cutting and patching proposal before cutting and patching. Approval does not waive right to later require removal and replacement of unsatisfactory work. 1.5 QUALITY ASSURANCE Project No. 1225.0 CUTTING AND PATCHING 01731 -1 A. Structural Elements: Do not cut and patch structural elements in a manner that could change their load- carrying capacity or load- deflection ratio. B. Visual Requirements: Do not cut and patch construction in a manner that results in visual evidence of cutting and patching. Do not cut and patch construction exposed on the exterior or in occupied spaces in a manner that would, in Architect's opinion, reduce the building's aesthetic qualities. Remove and replace construction that has been cut and patched in a visually unsatisfactory manner. PART 2- PRODUCTS 2.1 MATERIALS A. Existing Materials: Use materials identical to existing materials. For exposed surfaces, use materials that visually match existing adjacent surfaces. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine surfaces to be cut and patched and conditions under which cutting and patching are to be performed. 1. Compatibility: Before patching, verify compatibility with and suitability of substrates, including compatibility with existing finishes or primers. 2. Proceed with installation only after unsafe or unsatisfactory conditions have been corrected. 3.2 PREPARATION A. Temporary Support: Provide temporary support of Work to be cut. B. Protection: Protect existing construction during cutting and patching to prevent damage. Provide protection from adverse weather conditions for portions of Project that might be exposed during cutting and patching operations. C. Adjoining Areas: Avoid interference with use of adjoining areas or interruption of free passage to adjoining areas. 3.3 PERFORMANCE A. General: Employ skilled workers to perform cutting and patching. Proceed with cutt ing and patching at the earliest feasible time, and complete without delay. Project No. 1225.0 CUTTING AND PATCHING 01731 -2 1. Cut existing construction to provide for installation of other components or performance of other construction, and subsequently patch as required to restore surfaces to their original condition. B. Cutting: Cut existing construction by sawing, drilling, breaking, chipping, grinding, and similar operations, including excavation, using methods least likely to damage elements retained or adjoining construction. If possible, review proposed procedures with original Installer; comply with original Installer's written recommendations. 1. In general, use hand or small power tools designed for sawing and grinding, not hammering and chopping. Cut holes and slots as small as possible, neatly to size required, and with minimum disturbance of adjacent surfaces. Temporarily cover openings when not in use. 2. Existing Finished Surfaces: Cut or drill from the exposed or finished side into concealed surfaces. 3. Concrete /Masonry: Cut using a cutting machine, such as an abrasive saw or a diamond - core drill. 4. Mechanical and Electrical Services: Cut off pipe or conduit in walls or partitions to be removed. Cap, valve, or plug and seal remaining portion of pipe or conduit to prevent entrance of moisture or other foreign matter after cutting. 5. Proceed with patching after construction operations requiring cutting are complete. C. Patching: Patch construction by filling, repairing, refinishing, closing up, and similar operations following performance of other Work. Patch with durable seams that are as invisible as possible. 1. Inspection: Where feasible, test and inspect patched areas after completion to demonstrate integrity of installation. 2. Exposed Finishes: 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. END OF SECTION 01731 Project No. 1225.0 CUTTING AND PATCHING 01731 -3 SECTION 01732 - SELECTIVE DEMOLITION PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes the following: 1. Demolition and removal of selected portions of building or structure. 2. Demolition and removal of selected site elements. 3. Salvage of existing items to be reused or recycled. B. Related Sections include the following: 1. Division 1 Section "Summary" for use of premises and Owner - occupancy requirements. 2. Division 1 Section "Temporary Facilities and Controls" for temporary construction and environmental- protection measures for selective demolition operations. 3. Division 1 Section "Cutting and Patching" for cutting and patching procedures. 4. Division 4 Section 04900 Masonry Restoration and Cleaning for removal and replacement of masonry components. 1.3 DEFINITIONS A. Remove: Detach items from existing construction and legally dispose of them off -site, unless indicated to be removed and salvaged or removed and reinstalled. B. Remove and Salvage: Detach items from existing construction and deliver them to Owner. C. Remove and Reinstall: Detach items from existing construction, prepare them for reuse, and reinstall them where indicated. D. Existing to Remain: Existing items of construction that are not to be removed and that are not otherwise indicated to be removed, removed and salvaged, or removed and reinstalled. 1.4 MATERIALS OWNERSHIP A. Historic items, relics, and similar objects including, but not limited to, cornerstones and their contents, commemorative plaques and tablets, antiques, and other items of interest or value to Owner that may be encountered during selective demolition remain Owner's property. Carefully remove and salvage each item or object in a manner to prevent damage and deliver promptly to Owner. Project No. 1225.0 SELECTIVE DEMOLITION 01732 - 1 1. Coordinate with Owner's Representative who will establish special procedures for removal and salvage. 1.5 SUBMITTALS A. Schedule of Selective Demolition Activities: Indicate the following: 1. Detailed sequence of selective demolition and removal work, with starting and ending dates for each activity. Ensure on -site operations of existing building tenants are uninterrupted. 2. Interruption of utility services. Indicate how long utility services will be interrupted. 3. Coordination for shutoff, capping, and continuation of utility services. 4. Use of elevator and stairs. 5. Locations of proposed dust- and noise - control temporary partitions and means of egress. 6. Coordination of Owner's continuing occupancy of portions of existing building and of Owner's partial occupancy of completed Work. 7. Means of protection for items to remain and items in path of waste removal from building. B. Inventory: After selective demolition is complete, submit al st of items that have been removed and salvaged. 1.6 QUALITY ASSURANCE A. Demolition Firm Qualifications: An experienced firm that has specialized in demolition work similar in material and extent to that indicated for this Project. B. Regulatory Requirements: Comply with governing EPA notification regulations before beginning selective demolition. Comply with hauling and disposal regulations of authorities having jurisdiction. C. Standards: Comply with ANSI A10.6 and NFPA 241. D. Predemolition Conference: Conduct conference at Project site to comply with requirements in Division 1 Section "Project Management and Coordination." Review methods and procedures related to selective demolition including, but not limited to, the following: 1. Inspect and discuss condition of construction to be selectively demolished. 2. Review structural load limitations of existing structure. 3. Review and finalize selective demolition schedule and verify availability of materials, demolition personnel, equipment, and facilities needed to make progress and avoid delays. 4. Review requirements of work performed by other trades that rely on substrates exposed by selective demolition operations. 5. Review areas where existing construction is to remain and requires protection. Project No. 1225.0 SELECTIVE DEMOLITION 01732 - 2 1.7 PROJECT CONDITIONS A. Owner will occupy portions of building immediately adjacent to selective demolition area. Conduct selective demolition so Owner's operations will not be disrupted. 1. Comply with requirements specified in Division 1 Section "Summary." B. Conditions existing at time of inspection for bidding purpose will be maintained by Owner as far as practical. C. Notify Architect of discrepancies between existing conditions and Drawings before proceeding with selective demolition. D. Hazardous Materials: It is not expected that hazardous materials will be encountered in the Work. 1. Hazardous materials have been removed by Owner under a separate contract. 2. If materials suspected of containing hazardous materials are encountered, do not disturb; immediately notify Architect and Owner. Owner will remove hazardous materials under a separate contract. E. Storage or sale of removed items or materials on -site is not permitted. F. Utility Service: Maintain existing utilities indicated to remain in service and protect them against damage during selective demolition operations. 1. Maintain fire - protection facilities in service during selective demolition operations. 1.8 WARRANTY A. Existing Warranties: Remove, replace, patch, and repair materials and surfaces cut or damaged during selective demolition, by methods and with materials so as not to void existing warranties. PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION 3.1 EXAMINATION A. Verify that utilities have been disconnected and capped. B. Survey existing conditions and correlate with requirements indicated to determine extent of selective demolition required. C. Inventory and record the condition of items to be removed and reinstalled and items to be removed and salvaged. Project No. 1225.0 SELECTIVE DEMOLITION 01732 - 3 D. When unanticipated mechanical, electrical, or structural elements that conflict with intended function or design are encountered, investigate and measure the nature and extent of conflict. Promptly submit a written report to Architect. E. Perform surveys as the Work progresses to detect hazards resulting from selective demolition activities. 3.2 UTILITY SERVICES AND MECHANICAL/ELECTRICAL SYSTEMS A. Existing Services /Systems: Maintain services /systems indicated to remain and protect them against damage during selective demolition operations. 1. Comply with requirements for existing services /systems interruptions specified in Division 1 Section "Summary." B. Service /System Requirements: Locate, identify, disconnect, and seal or cap off indicated utility services and mechanical /electrical systems serving areas to be selectively demolished. 1. Owner's Representative will arrange to shut off indicated services /systems when requested by Contractor. 2. Arrange to shut off indicated utilities with utility companies. 3. If services /systems are required to be removed, relocated, or abandoned, before proceeding with selective demolition provide temporary services /systems that bypass area of selective demolition and that maintain continuity of services /systems to other parts of building. 4. Cut off pipe or conduit in walls or partitions to be removed. Cap, valve, or plug and seal remaining portion of pipe or conduit after bypassing. a. Where entire wall is to be removed, existing services /systems may be removed with removal of the wall. 3.3 PREPARATION A. Site Access and Temporary Controls: Conduct selective demolition and debris - removal operations to ensure minimum interference with roads, streets, walks, walkways, and other adjacent occupied and used facilities. 1. Comply with requirements for access and protection specified in Division 1 Section "Temporary Facilities and Controls." B. Temporary Facilities: Provide temporary barricades and other protection required to prevent injury to people and damage to adjacent buildings and facilities to remain. 1. Provide protection to ensure safe passage of people around selective demolition area and to and from occupied portions of building. 2. Provide temporary weather protection, during interval between selective demolition of existing construction on exterior surfaces and new construction, to prevent water leakage and damage to structure and interior areas. Project No. 1225.0 SELECTIVE DEMOLITION 01732 - 4 3. Protect walls, ceilings, floors, and other existing finish work that are to remain or that are exposed during selective demolition operations. 4. Cover and protect furniture, furnishings, and equipment that have not been removed. 5. Comply with requirements for temporary enclosures, dust control, heating, and cooling specified in Division 1 Section "Temporary Facilities and Controls." C. Temporary Shoring: Provide and maintain shoring, bracing, and structural supports as required to preserve stability and prevent movement, settlement, or collapse of construction and finishes to remain, and to prevent unexpected or uncontrolled movement or collapse of construction being demolished. 1. Strengthen or add new supports when required during progress of selective demolition. 3.4 SELECTIVE DEMOLITION, GENERAL A. General: Demolish and remove existing construction only to the extent required by new construction and as indicated. Use methods required to complete the Work within limitations of governing regulations and as follows: 1. Proceed with selective demolition systematically, from higher to lower level. Complete selective demolition operations above each floor or tier before disturbing supporting members on the next lower level. 2. Neatly cut openings and holes plumb, square, and true to dimensions required. Use cutting methods least likely to damage construction to remain or adjoining construction. Use hand tools or small power tools designed for sawing or grinding, not hammering and chopping, to minimize disturbance of adjacent surfaces. Temporarily cover openings to remain. 3. Cut or drill from the exposed or finished side into concealed surfaces to avoid marring existing finished surfaces. 4. Do not use cutting torches until work area is cleared of flammable materials. At concealed spaces, such as duct and pipe interiors, verify condition and contents of hidden space before starting flame - cutting operations. Maintain portable fire - suppression devices during flame - cutting operations. 5. Maintain adequate ventilation when using cutting torches. 6. Remove decayed, vermin - infested, or otherwise dangerous or unsuitable materials and promptly dispose of off -site. 7. Remove structural framing members and lower to ground by method suitable to avoid free fall and to prevent ground impact or dust generation. 8. Locate selective demolition equipment and remove debris and materials so as not to impose excessive loads on supporting walls, floors, or framing. 9. Legally dispose of demolished items and materials promptly. B. Reuse of Building Elements: Project has been designed to result in end -of- Project rates for reuse of building elements as follows. Do not demolish building elements beyond what is indicated on Drawings without Architect's approval. C. Removed and Salvaged Items: 1. Clean salvaged items. 2. Pack or crate items after cleaning. Identify contents of containers. Project No. 1225.0 SELECTIVE DEMOLITION 01732 - 5 3. Store items in a secure area until delivery to Owner. 4. Transport items to Owner's storage area on -site. 5. Protect items from damage during transport and storage. D. Removed and Reinstalled Items: 1. Clean and repair items to functional condition adequate for intended reuse. Paint equipment to match new equipment. 2. Pack or crate items after cleaning and repairing. Identify contents of containers. 3. Protect items from damage during transport and storage. 4. Reinstall items in locations indicated. Comply with installation requirements for new materials and equipment. Provide connections, supports, and miscellaneous materials necessary to make item functional for use indicated. E. Existing Items to Remain: Protect construction indicated to remain against damage and soiling during selective demolition. When permitted by Architect, items may be removed to a suitable, protected storage location during selective demolition and reinstalled in their original locations after selective demolition operations are complete. 3.5 SELECTIVE DEMOLITION PROCEDURES FOR SPECIFIC MATERIALS A. Concrete: Demolish in small sections. Cut concrete to a depth of at least 3/4 inch at junctures with construction to remain, using power -driven saw. Dislodge concrete from reinforcement at perimeter of areas being demolished, cut reinforcement, and then remove remainder of concrete indicated for selective demolition. Neatly trim openings to dimensions indicated. B. Concrete: Demolish in sections. Cut concrete full depth at junctures with construction to remain and at regular intervals, using power -driven saw, then remove concrete between saw cuts. C. Masonry: Demolish by carefully removing individual masonry units. Carefully cut masonry at junctures with construction to remain, using hand chisels and mallet or (as required) small power -driven grinders, then remove masonry between saw cuts. Masonry unit removal shall be done in such a manner as to not damage historic masonry to remain. Refer also to Section 04900 — Masonry Restoration and Cleaning for requirements for masonry removal and replacement. D. Concrete Slabs -on- Grade: Saw -cut perimeter of area to be demolished, then break up and remove. 3.6 DISPOSAL OF DEMOLISHED MATERIALS A. General: Except for items or materials indicated to be reused, salvaged, reinstalled, or otherwise indicated to remain Owner's property, remove demolished materials from Project site and legally dispose of them in an EPA - approved landfill. 1. Do not allow demolished materials to accumulate on -site. 2. Remove and transport debris in a manner that will prevent spillage on adjacent surfaces and areas. Project No. 1225.0 SELECTIVE DEMOLITION 01732 - 6 3. Remove debris from elevated portions of building by chute, hoist, or other device that will convey debris to grade level in a controlled descent. B. Burning: Do not burn demolished materials. 3.7 CLEANING A. Clean adjacent structures and improvements of dust, dirt, and debris caused by selective demolition operations. Return adjacent areas to condition existing before selective demolition operations began. END OF SECTION 01732 Project No. 1225.0 SELECTIVE DEMOLITION 01732 - 7 SECTION 01770 - CLOSEOUT PROCEDURES PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes administrative and procedural requirements for contract closeout, including, but not limited to, the following: 1. Inspection procedures. 2. Operation and maintenance manuals. 3. Warranties. 4. Instruction of Owner's personnel. 5. Final cleaning. B. Related Sections include the following: 1. Division 1 Section "Payment Procedures" for requirements for Applications for Payment for Substantial and Final Completion. 2. Division 1 Section "Execution Requirements" for progress cleaning of Project site. 3. Divisions 3 through 10 Sections for specific closeout and special cleaning requirements for the Work in those Sections. 1.3 SUBSTANTIAL COMPLETION A. Preliminary Procedures: Before requesting inspection for determining date of Substantial Completion, complete the following. List items below that are incomplete in request. 1. Prepare a list of items to be completed and corrected (punch list), the value of items on the list, and reasons why the Work is not complete. 2. Advise Owner of pending insurance changeover requirements. 3. Submit specific warranties, workmanship bonds, maintenance service agreements, final certifications, and similar documents. 4. Obtain and submit releases permitting Owner unrestricted use of the Work and access to services and utilities. Include occupancy permits, operating certificates, and similar releases. 5. Prepare and submit Project Record Documents, operation and maintenance manuals, damage or settlement surveys, property surveys, and similar final record information. 6. Deliver tools, spare parts, extra materials, and similar items to location designated by Owner. Label with manufacturer's name and model number where applicable. 7. Make final changeover of permanent locks and deliver keys to Owner. Advise Owner's personnel of changeover in security provisions. Project No. 1225.0 CLOSEOUT PROCEDURES 01770 - 1 8. Complete startup testing of systems. 9. Submit test/adjust/balance records. 10. Terminate and remove temporary facilities from Project site, along construction tools, and similar elements. 11. Advise Owner of changeover in heat and other utilities. 12. Submit changeover information related to Owner's occupancy, use, maintenance. 13. Complete final cleaning requirements, including touchup painting. 14. Touch up and otherwise repair and restore marred exposed finishes to defects. with mockups, operation, and eliminate visual B. Inspection: Submit a written request for inspection for Substantial Completion. On receipt of request, Architect will either proceed with inspection or notify Contractor of unfulfilled requirements. Architect will prepare the Certificate of Substantial Completion after inspection or will notify Contractor of items, either on Contractor's list or additional items identified by Architect, that must be completed or corrected before certificate will be issued. 1. Re- inspection: Request re- inspection when the Work identified in previous inspections as incomplete is completed or corrected. a. Should Architect be required to perform second inspection because of failure of Work to comply with original certifications of Contractor, Owner will compensate Architect for additional services, and deduct amount paid from final payment to Contractor. 2. Results of completed inspection will form the basis of requirements for Final Completion. 1.4 FINAL COMPLETION A. Preliminary Procedures: Before requesting final inspection for determining date of Final Completion, complete the following: 1. Submit a final Application for Payment according to Division 1 Section "Payment Procedures." 2. Submit certified copy of Architect's Substantial Completion inspection list of items to be completed or corrected (punch list), endorsed and dated by Architect. The certified copy of the list shall state that each item has been completed or otherwise resolved for acceptance. 3. Submit evidence of final, continuing insurance coverage complying with insurance requirements. 4. Instruct Owner's personnel in operation, adjustment, and maintenance of products, equipment, and systems. B. Inspection: Submit a written request for final inspection for acceptance. On receipt of request, Architect will either proceed with inspection or notify Contractor of unfulfilled requirements. Architect will prepare a final Certificate for Payment after inspection or will notify Contractor of construction that must be completed or corrected before certificate will be issued. Project No. 1225.0 CLOSEOUT PROCEDURES 01770 - 2 1. Re- inspection: Request re- inspection when the Work identified in previous inspections as incomplete is completed or corrected. a. Should Architect be required to perform second inspection because of failure of Work to comply with original certifications of Contractor, Owner will compensate Architect for additional services, and deduct amount paid from final payment to Contractor. 1.5 LIST OF INCOMPLETE ITEMS (PUNCH LIST) A. Preparation: Submit three (3) copies of list. Include name and identification of each space and area affected by construction operations for incomplete items and items needing correction including, if necessary, areas disturbed by Contractor that are outside the limits of construction. 1. Organize list of spaces in sequential order. 2. Organize items applying to each space by major element, including categories for ceiling, individual walls, floors, equipment, and building systems. 3. Include the following information at the top of each page: a. Project name. b. Date. c. Name of Architect. d. Name of Contractor. e. Page number. 1.6 OPERATION AND MAINTENANCE MANUALS A. Initial Submittal: Submit one (1) draft copy of each manual at least 10 days before requesting inspection for Substantial Completion. Include a complete operation and maintenance directory. Architect will return draft and mark whether general scope and content of manual is acceptable. 1. Correct or modify to comply with Architect's comments. B. Final Submittal: Submit three (3) copies of manuals, with corrections, in final form at least 15 days before final payment. C. Assemble complete set(s) of operation and maintenance data indicating the operation and maintenance of each system, subsystem, and piece of equipment not part of a system. Include operation and maintenance data required in individual Specification Sections and as follows: 1. Operation Data: a. Emergency instructions and procedures. b. System, subsystem, and equipment descriptions, including operating standards. c. Operating procedures, including startup, shutdown, seasonal, and weekend operations. d. Description of controls and sequence of operations. 2. Maintenance Data: a. Manufacturer's information, including list of spare parts. Project No. 1225.0 CLOSEOUT PROCEDURES 01770 - 3 b. Name, address, and telephone number of Installer or supplier. c. Maintenance procedures. d. Maintenance and service schedules for preventive and routine maintenance. e. Sources of spare parts and maintenance materials. f. Copies of warranties. D. Organize operation and maintenance manuals into suitable sets of manageable size. Bind and index data in heavy -duty, 3 -ring, vinyl- covered, loose -leaf binders, in thickness necessary to accommodate contents, with pocket inside the covers to receive folded oversized sheets. Identify each binder on front and spine with the printed title "OPERATION AND MAINTENANCE MANUAL," Project name, and subject matter of contents. 1.7 WARRANTIES A. Submittal Time: Submit written warranties on request of Architect for designated portions of the Work where commencement of warranties other than date of Substantial Completion is indicated. B. Partial Occupancy: Submit properly executed warranties within 10 days of completion of designated portions of the Work that are completed and occupied or used by Owner during construction period by separate agreement with Contractor. C. Organize warranty documents into an orderly sequence based on the table of contents of the Project Manual. 1. Bind warranties and bonds in heavy -duty, 3 -ring, vinyl- covered, loose -leaf binders, thickness as necessary to accommodate contents, and sized to receive 8- 1 /2 -by -11 -inch paper. 2. Provide heavy paper dividers with plastic- covered tabs for each separate warranty. Mark 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 Installer. 3. Identify each binder on the front and spine with the typed or printed title "WARRANTIES," Project name, and name of Contractor. D. Provide additional copies of each warranty to include in operation and maintenance manuals. PART 2- PRODUCTS 2.1 MATERIALS A. Cleaning Agents: Use cleaning materials and agents recommended by manufacturer or fabricator of the surface to be cleaned. Do not use cleaning agents that are potentially hazardous to health or property or that might damage finished surfaces. 1. Refer to Section 04900 — Masonry Restoration and Cleaning for masonry cleaning procedures. Project No. 1225.0 CLOSEOUT PROCEDURES 01770 - 4 PART 3 - EXECUTION 3.1 DEMONSTRATION AND TRAINING A. Instruction: Instruct Owner's personnel to adjust, operate, and maintain systems, subsystems, and equipment not part of a system. 1. Provide instructors experienced in operation and maintenance procedures. 2. Provide instruction at mutually agreed -on times. For equipment that requires seasonal operation, provide similar instruction at the start of each season. 3. Schedule training with Owner with at least seven (7) days' advance notice. 4. Coordinate instructors, including providing notification of dates, times, length of instruction, and course content. B. Program Structure: Develop an instruction program that includes individual training modules for each system and equipment not part of a system, as required by individual Specification Sections. For each training module, develop a learning objective and teaching outline. Include instruction for the following: 1. System design and operational philosophy. 2. Review of documentation. 3. Operations. 4. Adjustments. 5. Troubleshooting. 6. Maintenance. 7. Repair. 3.2 FINAL CLEANING A. General: Provide final cleaning. Conduct cleaning and waste - removal operations to comply with local laws and ordinances and Federal and local environmental and antipollution regulations. B. Cleaning: Employ experienced workers or professional cleaners for final cleaning. Clean each surface or unit to condition expected in an average commercial building cleaning and maintenance program. Comply with manufacturer's written instructions. 1. Complete the following cleaning operations before requesting inspection for certification of Substantial Completion for entire Project or for a portion of Project: a. Clean Project site, yard, and grounds, in areas disturbed by construction activities, including landscape development areas, of rubbish, waste material, litter, and other foreign substances. b. Sweep paved areas broom clean. Remove petrochemical spills, stains, and other foreign deposits. c. Rake grounds that are neither planted nor paved to a smooth, even - textured surface. d. Remove tools, construction equipment, machinery, and surplus material from Project site. e. Remove snow and ice to provide safe access to building. Project No. 1225.0 CLOSEOUT PROCEDURES 01770 - 5 f. Clean exposed exterior and interior hard - surfaced finishes to a dirt-free condition, free of stains, films, and similar foreign substances. Avoid disturbing natural weathering of exterior surfaces. Restore reflective surfaces to their original condition. g. Remove debris and surface dust from limited access spaces, including roofs, plenums, shafts, trenches, equipment vaults, manholes, attics, and similar spaces. h. Sweep concrete floors broom clean in unoccupied spaces. i. Clean transparent materials, including mirrors and glass in doors and windows (interior surface only). Remove glazing compounds and other noticeable, vision - obscuring materials. Replace chipped or broken glass and other damaged transparent materials. Polish mirrors and glass, taking care not to scratch surfaces. j. Remove labels that are not permanent. k. Touch up and otherwise repair and restore marred, exposed finishes and surfaces. Replace finishes and surfaces that cannot be satisfactorily repaired or restored or that already show evidence of repair or restoration. 1) Do not paint over "UL" and similar labels, including mechanical and electrical nameplates. 1. Wipe surfaces of mechanical and electrical equipment and similar equipment. Remove excess lubrication, paint and mortar droppings, and other foreign substances. m. Replace parts subject to unusual operating conditions. n. Clean plumbing fixtures to a sanitary condition, free of stains, including stains resulting from water exposure. o. Replace disposable air filters and clean permanent air filters. Clean exposed surfaces of diffusers, registers, and grills. P. Clean ducts, blowers, and coils if units were operated without filters during construction. q. Clean light fixtures, lamps, globes, and reflectors to function with full efficiency. Replace burned -out bulbs, and those noticeably dimmed by hours of use, and defective and noisy starters in fluorescent and mercury vapor fixtures to comply with requirements for new fixtures. r. Leave Project clean and ready for occupancy. C. Comply with safety standards for cleaning. Do not burn waste materials. Do not bury debris or excess materials on Owner's property. Do not discharge volatile, harmful, or dangerous materials into drainage systems. Remove waste materials from Project site and dispose of lawfully. END OF SECTION 01770 Project No. 1225.0 CLOSEOUT PROCEDURES 01770 - 6 SECTION 01781 - PROJECT RECORD DOCUMENTS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes administrative and procedural requirements for Project Record Documents, including the following: 1. Record Drawings. 2. Record Specifications. 3. Record Product Data. B. Related Sections include the following: 1. Division 1 Section "Summary of Multiple Contracts" for coordinating Project Record Documents covering the Work of multiple contracts. 2. Division 1 Section "Closeout Procedures" for general closeout procedures and for operation and maintenance manual requirements. 3. Divisions 3 through 10 Sections for specific requirements for Project Record Documents of the Work in those Sections. 1.3 SUBMITTALS A. Record Drawings • Comply with the following: 1. Number of Copies: Submit one (1) set of marked -up Record Prints. B. Record Specifications: Submit one (1) copy Specifications, including addenda and contract modifications. C. Record Product Data: Submit one (1) copy of each Product Data submittal. 1. Where Record Product Data is required as part of operation and maintenance manuals, submit marked -up Product Data as an insert in manual instead of submittal as Record Product Data. PART 2- PRODUCTS 2.1 RECORD DRAWINGS A. Record Prints: Maintain one (1) set of blue- or black -line white prints of the Contract Drawings and Shop Drawings Project No. 1225.0 PROJECT RECORD DOCUMENTS 01781 - 1 1. Preparation: Mark Record Prints to show the actual installation where installation varies from that shown originally. Require individual or entity who obtained record data, whether individual or entity is Installer, subcontractor, or similar entity, to prepare the marked -up Record Prints. a. Give particular attention to information on concealed elements that would be difficult to identify or measure and record later. b. Accurately record information in an understandable drawing technique. c. Record data as soon as possible after obtaining it. Record and check the markup before enclosing concealed installations. 2. Content: Types of items requiring marking include, but are not limited to, the following: a. Dimensional changes to Drawings b. Revisions to details shown on Drawings. c. Depths of foundations below first floor. d. Locations and depths of underground utilities. e. Revisions to routing of piping and conduits. f. Revisions to electrical circuitry. g. Actual equipment locations. h. Duct size and routing. i. Locations of concealed internal utilities. j. Changes made by Change Order or Construction Change Directive. k. Changes made following Architect's written orders. 1. Details not on the original Contract Drawings. m. Field records for variable and concealed conditions. n. Record information on the Work that is shown only schematically. 3. Mark the Contract Drawings or Shop Drawings, whichever is most capable of showing actual physical conditions, completely and accurately. If Shop Drawings are marked, show cross - reference on the Contract Drawings 4. Mark record sets with erasable, red - colored pencil. Use other colors to distinguish between changes for different categories of the Work at same location. 5. Mark important additional information that was either shown schematically or omitted from original Drawings. 6. Note Construction Change Directive numbers, alternate numbers, Change Order numbers, and similar identification, where applicable. B. Format. Identify and date each Record Drawing; include the designation "PROJECT RECORD DRAWING" in a prominent location. 1. Record Prints: Organize Record Prints and newly prepared Record Drawings into manageable sets. Bind each set with durable paper cover sheets. Include identification on cover sheets. 2. Identification: As follows: a. Name of each Contractor. 2.2 RECORD SPECIFICATIONS A. Preparation: Mark Specifications to indicate the actual product installation where installation varies from that indicated in Specifications, addenda, and contract modifications. 1. Give particular attention to information on concealed products and installations that cannot be readily identified and recorded later. Project No. 1225.0 PROJECT RECORD DOCUMENTS 01781 - 2 2. Mark copy with the proprietary name and model number of products, materials, and equipment furnished, including substitutions and product options selected. 3. Record the name of manufacturer, supplier, Installer, and other information necessary to provide a record of selections made. 4. For each principal product, indicate whether Record Product Data has been submitted in operation and maintenance manuals instead of submitted as Record Product Data. 5. Note related Change Orders, Record Product Data, and Record Drawings where applicable. 2.3 RECORD PRODUCT DATA A. Preparation: Mark Product Data to indicate the actual product installation where installation varies substantially from that indicated in Product Data submittal. 1. Give particular attention to information on concealed products and installations that cannot be readily identified and recorded later. 2. Include significant changes in the product delivered to Project site and changes in manufacturer's written instructions for installation. 3. Note related Change Orders, Record Specifications, and Record Drawings where applicable. 2.4 MISCELLANEOUS RECORD SUBMITTALS A. Assemble miscellaneous records required by other Specification Sections for miscellaneous record keeping and submittal in connection with actual performance of the Work. Bind or file miscellaneous records and identify each, ready for continued use and reference. PART 3 - EXECUTION 3.1 RECORDING AND MAINTENANCE A. Recording: Maintain one copy of each submittal during the construction period for Project Record Document purposes. Post changes and modifications to Project Record Documents as they occur; do not wait until the end of Project. B. Maintenance of Record Documents and Samples. Store Record Documents and Samples in the field office apart from the Contract Documents used for construction. Do not use Project Record Documents for construction purposes. Maintain Record Documents in good order and in a clean, dry, legible condition, protected from deterioration and loss. Provide access to Project Record Documents for Architect's and Construction Manager's reference during normal working hours. END OF SECTION 01781 Project No. 1225.0 PROJECT RECORD DOCUMENTS 01781 - 3 SECTION 04900 - MASONRY RESTORATION AND CLEANING PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions apply to this specification. B. Secretary of the Interior Standards for the Rehabilitation of Historic Structures. C. HPS/National Park Service, Technical Preservation Services, Preservation Brief No. 2, Repointing Mortar Joints in Historic Masonry Buildings, by Robert C. Mack, FAIA and John P. Speweik. 1.2 SUMMARY A. This section includes the following: 1. Cleaning of existing brick masonry. 2. Cleaning of existing limestone masonry. 3. Cleaning of existing exterior stucco. 4. pH test of existing masonry. 5. Brick removal and replacement. 6. New sawcut limestone sills. 7. Repointing of existing masonry. 8. Stone patching and repair. 9. Decorative Masonry Stain Treatment 10. Final cleaning. B. Related sections include the following: 1. Division 7, Section 07920 "Joint Sealants" 2. Division 9, Section 09900 "Painting" for miscellaneous painting work to be performed as a part of the masonry restoration and cleaning contract. 1.3 SUBMITTALS A. Manufacturer's product data and application recommendations for product to be used on this project. B. Written description of masonry restoration program describing each phase of the restoration process including materials, methods, equipment and provisions for protection. C. Samples of each new exposed masonry material, including cut limestone, brick and mortar for the Architect and Owner's approval. Project No. 1225.0 MASONRY RESTORATION AND CLEANING 04900 - 1 D. Written reports from a qualified laboratory to indicate components of each type of historic mortar present in the existing exterior masonry walls. 1.4 WORKING CONDITIONS A. The Masonry Restoration Contractor shall be responsible for complying with all state and local codes that relate to work performed under this contract. B. All work and work practices shall be performed in accordance with all applicable OSHA regulations and standards. C. Provide adequate protection for all surfaces and areas that are to remain unaffected by the restoration work. These surfaces include but are not limited to adjacent buildings, paving, City rights of way, painted wall signage and other areas of and adjacent to the project indicated on the drawings D. Take all necessary precautions and care with utilities on the building site and adjacent City rights of way. E. Hot Weather Requirements: Protect unit masonry work when temperature and humidity conditions produce excessive evaporation of water from mortar and grout. Provide artificial shade and wind breaks and use cooled materials as required. Do not apply mortar to substrates with 100 degrees F and above. F. Cold Weather Requirements: Masonry, mortar, stone patch and epoxy adhesives shall not be placed when weather conditions detrimentally affect the quality of the finished product. No masonry, mortar or stone patch shall be placed when the air temperature is below 40 degrees F in the shade. G. Materials to be used in the work shall not be produced or placed during periods of rain or other precipitation. H. Acidic masonry cleaners shall not be applied when wind conditions will cause drifting of cleaning products to adjacent properties on right of ways. 1.5 QUALITY ASSURANCE A. Work shall be performed by a firm with not less than five (5) years successful experience in comparable masonry restoration projects that have been subject to abide by the Secretary of the Interior Standards for Rehabilitation. B. All masonry restoration work shall be in accordance with National Park Sery ice Preservation Brief No. 2, "Repointing Mortar Joint in Historic Masonry Buildings ". C. Sample Panels 1. Field construct the following sample panels for demonstrating quality of materials and methods and for use of judging completed work. These samples shall be approved by the Architect and Owner prior to commencing with the Project No. 1225.0 MASONRY RESTORATION AND CLEANING 04900 - 2 work. Sample Panels shall be placed in inconspicuous areas designated on the building by the Architect and Construction Manager. a. b. c. d. PART 2— PRODUCTS 2.1 GENERAL Cleaning Sample Panel: 25 square foot panel for each type of masonry surface and condition required for cleaning. Repointing: Two (2) separate sample panels, 3'x 6' for each type of repointing required, one for demonstrating joint raking and the other for pointing. Masonry repairs: Sample panel of size indicated for each type of masonry requiring patching, rebuilding or replacement. Cut limestone sill replacement sample: Sample of one entire cut limestone sill to show sill fit and profile. Demonstrate appropriate brick replacement and mortar joint installation technique around new cut stone sill. A. The physical and chemical properties of new materials to be used in the work shall match those of original existing materials being repaired or replaced unless the original materials are determined by testing to be faulty or non - performing. 2.2 MASONRY AND MORTAR A. Masonry materials and mortar to be used in the work shall match the original masonry materials as closely as possible in material, composition, shape, color, size, texture, strength, finishing and porosity. REPLACEMENT BRICK, INFILL BRICK VENEER AND STONE SHALL BE PROVIDED BY THE MASONRY RESTORATION CONTRACTOR. B. Mortar type and exact proportions of materials shall be determined by analysis of existing original mortar. It is anticipated due to the date of original building construction that portland cement is not a component in the historic mortar. The Masonry Restoration contractor will be required to match the historic mortar color texture and composition exactly. Use of "SPEC -MIX" Products will NOT be allowed for masonry repair and restoration work! C. Natural Hydraulic Line: Saint Astier NHL 3.5 or prior approved equal. 1. Gypsum or Portland Cement additives are NOT allowed. 2.3 EPDXY ANCHOR ADHESIVES. A. Epoxy resin grout shall be used to bond steel anchors to masonry. The resin grout shall be a 100 percent solids, moisture insensitive, low creep, structural adhesive. The epoxy shall conform to ASTM C 881, Type IV; Grade and class selected to conform to the manufacturer's recommendation for the application. Project No. 1225.0 MASONRY RESTORATION AND CLEANING 04900 - 3 2.4 METAL ATTACHMENTS A. Anchors for stone repairs shall be threaded stainless steel, of size as required for the nature of the repair. 2.5 CLEANING MATERIALS AND EQUIPMENT A. Water for cleaning shall be clean, potable and free of acids, alkalis, salts and organic matter. B. Brushes shall be natural fiber only. C. Detergent Cleaner: ProSoCo, Inc. "2010 ". D. Chemical Paint Remover: ProSoCo, Inc. "Sure Klean" Heavy Duty Paint Stripper or approved equal. E. Tar and Mastic Remover: Diedrich Technologies, 920 Asphalt and Tar Remover. F. Spray Equipment for Chemical Cleaners: Low - pressure tank chemical pump with 30 degree cone shaped tip. G. Spray Equipment for Water: Equipment capable of controlled spray application of water at pressures, volume and temperatures indicated with not less than 15 degree fan shaped tip. 2.6 STONE PATCH MATERIAL A. Stone patch material shall match (as close as possible) in color and texture of the original stone being repaired. Acceptable products: Jahn M70, Stone Patching Mortar as distributed by Cathedral Stone Products. Note that all areas of stone patch installed as a part of this process shall receive an application of decorative stain to provide the best possible color match to adjacent historic stone surfaces. 2.7 SAWCUT LIMESTONE SILLS A. New sawcut limestone sills shall be fabricated as indicated on the Drawings. B. Material: Anamosa Limestone as quarried and cut by Weber Stone Company, 12791 Stone City Rd., Anamosa, IA 52205. Telephone (319)462 -3581. 2.8 DECORATIVE MASONRY STAIN TREATMENT A. Decorative Masonry Stain Treatment shall be applied as indicated on the drawings B. Decorative Masonry Stain Treatment shall be provided and applied by NAWKAW Corporation, 4 N 352 84th Court, Hanover Park, IL 60133. Telephone (630)681 -1400. C. Decorative Masonry Stain Products shall be the NAWKAW Corporation standard formula and shall be custom mixed on site as required to match adjacent historic masonry surfaces. Provide multiple stain colors as required to blend each section of Project No. 1225.0 MASONRY RESTORATION AND CLEANING 04900 - 4 masonry to be stained with adjacent historic masonry surfaces. PART 3 - EXECUTION 3.1 CLEANING OF EXISTING BRICK MASONRY A. Historic materials including existing red, masonry stain shall not be damaged or marred during the cleaning process. Cleaning of historic masonry shall be done using the gentlest means possible. B. Protect all wall mounted signage, exterior light fixtures and other attached building components from damage during the cleaning process. C. Cleaning of masonry surfaces shall be done only when air temperatures are above 40 degrees F and will remain at that temperature until the masonry has dried out, but not less than seven days after the completion of the work. D. Chemical cleaning solutions (including acidic based cleaners) shall not be used on this project unless the contractor receives written approval from the Architect. E. In order to prevent damage to surrounding masonry and other materials, continuously flush areas adjacent to and below area being cleaned with clean water at a pressure of 50 psi maximum. F. Water pressure spray: only low pressure spray shall be used in cleaning historic materials. Low pressure shall be defined as 0 to 300 psi; 3 to 6 gallons per minute. WATER PRESSURE SHALL NOT EXCEED 300 PSI. 3.2 CLEANING OF EXISTING LIMESTONE MASONRY A. Acidic chemical cleaners shall not be used on limestone, marble, concrete or other calcareous (calcium) containing masonry surfaces. If chemical cleaners are to be used on such surfaces, they shall be alkali based and utilized with appropriate neutralizing after - washes. Chemical cleaners shall only be used if contractor receives written approval from the Architect. B. Protect all historic painted wall signage from damage using Architect- approved method signage protection method(s). C. Historic materials shall not be damaged or marred in the process of cleaning limestone masonry. D. Cleaning of masonry surfaces shall be done only when air temperatures are above 40 degrees F and will remain at that temperature until the masonry has dried out, but not less than seven days after the completion of the work. E. Detergent Cleaning Solutions shall be used in accordance with all manufacturer's instructions for the surface being cleaned. Project No. 1225.0 MASONRY RESTORATION AND CLEANING 04900 - 5 F. Water pressure spray: only low pressure spray shall be used in cleaning historic materials. Low pressure shall be defined as 0 to 400 psi; 3 to 6 gallons per minute. WATER PRESSURE SHALL NOT EXCEED 400 PSI. 3.3 pH TESTING A. Masonry surfaces which have been chemically cleaned shall be pH tested using pH monitoring pencils or papers. Chemically cleaned masonry shall be rinsed of all chemical residues until a neutral pH (7) reading is obtained from the masonry surface. 3.4 BRICK REMOVAL AND REPLACEMENT A. Unsound, weak or damaged masonry shall be removed in areas as determined by the Masonry Restoration Contractor, Architect and Owner. B. Loose particles, laitance, spatting, cracked or debonded masonry and mortar and foreign materials shall be removed with hand tools unless otherwise noted. C. Deteriorated masonry shall be removed without damaging surrounding, sound masonry to remain. D. Surfaces prepared for repair shall be cleaned free of dust, dirt, masonry chips oil or other contaminants, rinsed with water and dried before repair work is done. E. Surfaces of the structure and surfaces adjacent to the work area shall be protected from damage which may result from removal, cleaning and repair operations. F. Brick masonry units to be used in replacement process shall match adjacent historic masonry units in dimension, color and hardness. Reclaimed brick meeting these requirements shall be used in this project, but a representative sample of the brick must be prior approved by the Architect. G. Brick masonry units to be used in replacement process shall be soaked in clean water prior to placement to prevent premature drying of new mortar. H. Masonry and mortar shall be placed to rebuild spatted or damaged areas to match the original in surface finish, level of texture and color. The finished appearance of the repaired areas shall match the adjacent existing surfaces. I. The four sides and back of the space to receive the new masonry unit shall be covered with sufficient mortar to ensure that there will be no air spaces when the new unit is set. J. If wedges are used to align a new masonry unit, they shall be covered with 1 1/4 inch of mortar when pointing is complete. K. Faces of the new units shall align with adjacent surfaces. Project No. 1225.0 MASONRY RESTORATION AND CLEANING 04900 - 6 L. Joints shall be repointed in accordance with the requirements of Section 04900 to match adjacent remaining joints in the rest of the wall after new units have been properly installed and adjusted. 3.5 REPOINTING OF EXISTING MASONRY A. Repointing work shall be as described in the Drawings Old caulking, grout and deteriorated mortar shall be removed to a depth of 2'/ times the width of the joint, but not less than'' / inch and not less than required to expose sound original mortar. B. Where joints are uniform and sufficiently wide to prevent over - cutting, and if the adjoining brick is not left cut or abraded, use of a grinder may be permitted to assist the removal of mortar. Final preparation of the joint is to be done by hand with chisel and mallet. C. Leave clean joints with bond surfaces of masonry exposed and square- backed reveals. D. After raking, joints shall be cleaned, flushed with water followed by blowing with filtered, dry compressed air (to remove any remaining loose material). E. Joint Repointing: At the time of pointing, provide damp joint surfaces free of standing water. Apply and compact first layer of mortar to areas where existing mortar was removed to depths greater than surrounding areas. After depth of joints are uniform, apply pointing mortar in layers of %a" deep maximum, compacting each in turn after becoming thumbprint hard. Do not featheredge final layer. TOOL JOINTS TO MATCH PROFILE OF ADJACENT ORIGINAL JOINTS. 3.6 STONE PATCHING A. Patch stone as indicated in the Drawings. B. Stone patch shall be applied only by a licensed technician with training in the use of the specified patch material. C. Prepare surface of patch area and apply the patch material per all stone patch manufacturers' instructions and recommendations for use and acceptable weather conditions. D. Color and tooling /texture of finished patched surface shall match that of adjacent, original stone material. Apply decorative stain to patch material as necessary to match color and graining of adjacent historic stone surfaces. 3.7 DECORATIVE MASONRY STAINING A. Examine substrates, areas, and conditions with the Stain Applicator present, under which masonry staining will be performed for compliance with stain application requirements. Project No. 1225.0 MASONRY RESTORATION AND CLEANING 04900 - 7 1. Do not begin to apply stain until unsatisfactory conditions have been corrected and surfaces receiving stain are thoroughly dry. 2. Start of staining will be construed as the Applicator's acceptance of surface and conditions within a particular area. B. Decorative masonry stain shall be mixed applied by a qualified technician with no less than (2) years experience with the decorative masonry staining process. C. Decorative masonry stain shall be applied to each and every existing mis- matched brick (currently white -ish pink in color), each and every newly installed replacement brick, and each and every new stone patch. D. Decorative masonry stain shall be applied only when masonry surfaces on an entire building facade have been cleaned and repaired as indicated on the Drawings 3.8 FINAL CLEANING A. No sooner than 72 hours after completion of the repair work and after mortar joints have cured, faces and other exposed surfaces of masonry shall be washed down with water applied with a soft brush followed by a low pressure (50 psi maximum) rinse with clean water. B. Discolorations which cannot be removed by these procedures shall be considered defective work. C. Cleaning work shall be done when temperature and humidity conditions allow the surfaces to dry rapidly. D. Adjacent surfaces shall be protected from damage during cleaning operations. 3.9 FINAL INSPECTION A. Following the completion of the work, the structure shall be inspected for damage, staining and other distresses. B. The patches shall be inspected for cracking, crazing, delamination, unsoundness, staining and other defects. C. The finish, texture, color and shade, and surface tolerances of the patches shall be inspected to verify that all requirements have been met. D. Surfaces exhibiting defects shall be repaired as directed. END OF SECTION 04900 Project No. 1225.0 MASONRY RESTORATION AND CLEANING 04900 - 8 SECTION 06201 - EXTERIOR FINISH CARPENTRY PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section Includes • 1. Repair and/or replacement of existing exterior wood window sills. 2. Repair and/or replacement of existing exterior wood trim, panels and moldings. 3. Cementicious siding material to be used as substrate material for prefinished metal sills. B. Related Requirements: 1. Section 04900 "Masonry Restoration and Cleaning ". 2. Section 07620 "Sheet Metal Flashing and Trim" 3. Section 07920 "Joint Sealants" 4. Section 09900 "Painting ". 1.3 ACTION SUBMITTALS A. Product Data: For each type of process and factory - fabricated product. Indicate component materials, dimensions, profiles, textures, and colors and include construction and application details. 1. Include data for wood - preservative treatment from chemical- treatment manufacturer and certification by treating plant that treated materials comply with requirements. Indicate type of preservative used and net amount of preservative retained. Include chemical - treatment manufacturer's written instructions for finishing treated material. 2. For products receiving a waterborne treatment, include statement that moisture content of treated materials was reduced before shipment to Project site to levels specified. 3. Include copies of warranties from chemical- treatment manufacturers for each type of treatment. B. Samples for Verification: For each species and cut of lumber and milled products. Provide samples unfinished. 1.4 INFORMATIONAL SUBMITTALS A. Compliance Certificates: Project No. 1101.0 EXTERIOR FINISH CARPENTRY 06201 - 1 1. For lumber that is not marked with grade stamp. 2. For preservative- treated wood that is not marked with treatment - quality mark. B. Sample Warranties: For manufacturer's warranties. 1.5 DELIVERY, STORAGE, AND HANDLING A. Stack lumber, plywood, and other panels flat with spacers between each bundle to provide air circulation. Protect materials from weather by covering with waterproof sheeting, securely anchored. Provide for air circulation around stacks and under coverings. 1.6 FIELD CONDITIONS A. Weather Limitations: Proceed with installation only when existing and forecast weather conditions permit work to be performed and at least one coat of specified finish can be applied without exposure to rain, snow, or dampness. B. Do not install finish carpentry materials that are wet, moisture damaged, or mold damaged. 1. Indications that materials are wet or moisture damaged include, but are not limited to, discoloration, sagging, or irregular shape. 2. Indications that materials are mold damaged include, but are not limited to, fuzzy or splotchy surface contamination and discoloration. PART 2- PRODUCTS 2.1 MATERIALS, GENERAL A. Lumber: DOC PS 20 and the following grading rules: 1. WWPA: Western Wood Products Association, "Western Lumber Grading Rules." B. Factory mark each piece of lumber with grade stamp of inspection agency indicating grade, species, moisture content at time of surfacing, and mill. 1. For exposed lumber, mark grade stamp on end or back of each piece. C. Softwood Plywood: DOC PS 1. 2.2 EXTERIOR TRIM A. Lumber Trim for Opaque- Stained or Painted Finish: 1. Species and Grade: Western red cedar, Grade A or WWPA. 2. Maximum Moisture Content: 15 percent with at least 85 percent of shipment at 12 percent or less. 3. Finger Jointing: Not allowed. 4. Face Surface: Surfaced (smooth). Project No. 1101.0 EXTERIOR FINISH CARPENTRY 06201 - 2 5. Thickness: As shown on the drawings. 2.3 EXTERIOR WOOD PANELS A. Medium Density Overlay Panels: Exterior Grade. Provide MDO panels with a single resin treated fiber overlay suitable for opaque, exterior finish. Provide panels in thickness as required to match existing panel being repaired or replaced. 2.4 FIBER CEMENT SIDING A. Provide Fiber Cement Lap Siding as a substrate for pre - finished metal sills. B. Products: Subject to compliance with the requirements provide the following product or prior approved equal: 1. "Cemplank" as manufactured by James Hardie Siding Products. a) Thickness: 5/16" b) Size: 6 1/4" c) Color: to be selected by the Architect from the manufacturer's full range of standard colors. 2.5 MISCELLANEOUS MATERIALS A. Fasteners for Exterior Finish Carpentry: Provide finish head screws, in sufficient length to penetrate not less than 1 -1 /2 inches into wood substrate. 1. For prefinished items, provide matching prefinished aluminum fasteners where face fastening is required. 2. For fastening into pressure - preservative- treated wood, provide stainless -steel fasteners. 3. For applications not otherwise indicated, provide stainless -steel fasteners. B. Wood Glue: Waterproof resorcinol glue recommended by manufacturer for exterior carpentry use. C. Flashing: Comply with requirements in Section 07620 "Sheet Metal Flashing and Trim" for flashing materials installed in exterior finish carpentry. D. Sealants: Urethane, complying with ASTM C 834 Type OP, Grade NF and with applicable requirements in Section 07920 "Joint Sealants," recommended by sealant manufacturer and manufacturer of substrates for intended application. 1. Products: Subject to compliance with requirements, provide one of the following: a. Sonnebome, NP -1 or prior approved equal. Color to be selected by the Architect from a full range of Manufacturer's samples. Project No. 1101.0 EXTERIOR FINISH CARPENTRY 06201 - 3 2.6 FABRICATION A. Back out or kerf backs of standing and running trim wider than 5 inches, except members with ends exposed in finished work. B. Ease edges of lumber less than 1 inch in nominal thickness to 1 /16 -inch radius and edges of lumber 1 inch or more in nominal thickness to 1/8 -inch radius. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine substrates, with Installer present, for compliance with requirements for installation tolerances and other conditions affecting performance. B. Examine finish carpentry materials before installation. Reject materials that are wet, moisture damaged, and mold damaged. C. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 PREPARATION A. Clean substrates of projections and substances detrimental to application. B. Prior to installation, prime lumber and moldings to be painted, including both faces and edges, unless factory primed. Cut to required lengths and prime ends. Comply with requirements in Section 09911 "Exterior Painting." 3.3 INSTALLATION, GENERAL A. Do not use materials that are unsound, warped, improperly treated or finished, inadequately seasoned, or too small to fabricate with proper jointing arrangements. 1. Do not use manufactured units with defective surfaces, sizes, or patterns. B. Install exterior finish carpentry level, plumb, true, and aligned with adjacent materials. Use concealed shims where necessary for alignment. 1. Scribe and cut exterior finish carpentry to fit adjoining work. Refinish and seal cuts as recommended by manufacturer. 2. Install to tolerance of 1/8 inch in 96 inches for level and plumb. Install adjoining exterior finish carpentry with 132 -inch maximum offset for flush installation and 1 /16 -inch maximum offset for reveal installation. 3. Coordinate exterior finish carpentry with materials and systems in or adjacent to it. Provide cutouts for mechanical and electrical items that penetrate exterior finish carpentry. Project No. 1101.0 EXTERIOR FINISH CARPENTRY 06201 - 4 C. Provide all material to receive opaque finish to Painting Contractor for face, edge and back priming and initial finish coat prior to fitting. Coordinate this activity with the Construction Manager. D. Seal all end cuts or scarp cuts (to be concealed) prior to installation. 3.4 STANDING AND RUNNING TRIM INSTALLATION A. Install trim with minimum number of joints practical, using full- length pieces from maximum lengths of lumber available. Do not use pieces less than 24 inches long except where necessary. 1. Use scarf joints for end -to -end joints. 2. Stagger end joints in adjacent and related members. B. Fit exterior joints to exclude water. Cope at returns and miter at corners to produce tight -fitting joints with full- surface contact throughout length of joint. Plane backs of casings to provide uniform thickness across joints, where necessary for alignment. C. Where face fastening is unavoidable, countersink fasteners, fill surface flush, and sand unless otherwise indicated. 3.5 ADJUSTING A. Replace exterior finish carpentry that is damaged or does not comply with requirements. Exterior finish carpentry may be repaired or refinished if work complies with requirements and shows no evidence of repair or refinishing. Adjust joinery for uniform appearance. 3.6 CLEANING A. Clean exterior finish carpentry on exposed and semiexposed surfaces. Touch up factory- applied finishes to restore damaged or soiled areas. 3.7 PROTECTION A. Protect installed products from damage from weather and other causes during construction. B. Remove and replace finish carpentry materials that are wet, moisture damaged, and mold damaged. 1. Indications that materials are wet or moisture damaged include, but are not limited to, discoloration, sagging, or irregular shape. 2. Indications that materials are mold damaged include, but are not limited to, fuzzy or splotchy surface contamination and discoloration. END OF SECTION 06201 Project No. 1101.0 EXTERIOR FINISH CARPENTRY 06201 - 5 SECTION 07620 - SHEET METAL FLASHING AND TRIM PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section Includes: 1. Formed Products: a. Formed sill cladding sheet metal fabrications. b. Formed counterflashing sheet metal fabrications. B. Related Sections: 1. Division 6 Section 06201 "Exterior Finish Carpentry" for Fiber Cement Siding material to be used as substrate for sheet metal clad sills. 2. Division 7 Section 07920 "Joint Sealants" for sealants to be used in conjunction with sheet metal flashing and trim 1.3 PERFORMANCE REQUIREMENTS A. General: Sheet metal flashing and trim assemblies as indicated shall withstand wind loads, structural movement, thermally induced movement, and exposure to weather without failure due to defective manufacture, fabrication, installation, or other defects in construction. Completed sheet metal flashing and trim shall not rattle, leak, or loosen, and shall remain watertight. B. Fabricate and install roof edge flashing and copings capable of resisting the following forces according to recommendations in FMG Loss Prevention Data Sheet 1 -49: 1. Wind Zone 1: For velocity pressures of 21 to 30 lbf /sq. ft.: 60- lbf /sq. ft. perimeter uplift force, 90- lbf /sq. ft. corner uplift force, and 30- lbf /sq. ft. outward force. C. Thermal Movements: Provide sheet metal flashing and trim that allows for thermal movements from ambient and surface temperature changes. 1. Temperature Change (Range): 120 deg F, ambient, 180 deg F material surfaces. Project No. 1225.0 SHEET METAL FLASHING AND TRIM 07620 - 1 1.4 ACTION SUBMITTALS A. Product Data: For each type of product indicated. Include construction details, material descriptions, dimensions of individual components and profiles, and finishes for each manufactured product and accessory. B. Shop Drawings Show fabrication and installation layouts of sheet metal flashing and trim, including plans, elevations, expansion-joint locations, and keyed details. Distinguish between shop- and field - assembled work. Include the following: 1. Identification of material, thickness, weight, and finish for each item and location in Project. 2. Details for forming sheet metal flashing and trim, including profiles, shapes, seams, and dimensions. 3. Details for joining, supporting, and securing sheet metal flashing and trim, including layout of fasteners, cleats, clips, and other attachments. Include pattern of seams. 4. Details of termination points and assemblies, including fixed points. 5. Details of expansion joints and expansion joint covers, including showing direction of expansion and contraction. 6. Details of edge conditions, including eaves, ridges, valleys, rakes, crickets, and counterflashings as applicable. 7. Details of special conditions. 8. Details of connections to adjoining work. 9. Detail formed flashing and trim at a scale of not less than 3 inches per 12 inches. C. Samples for Initial Selection: For each type of sheet metal flashing, trim, and accessory indicated with factory- applied color finishes involving color selection. D. Samples for Verification: For each type of exposed finish required, prepared on Samples of size indicated below: 1. Sheet Metal Flashing: 12 inches long by actual width of unit, including finished seam and in required profile. Include fasteners, cleats, clips, closures, and other attachments. 2. Trim, Metal Closures, Expansion Joints, Joint Intersections, and Miscellaneous Fabrications: 12 inches long and in required profile. Include fasteners and other exposed accessories. 3. Accessories and Miscellaneous Materials: Full -size Sample. 4. Anodized Aluminum Samples. Samples to show full range to be expected for each color required. 1.5 INFORMATIONAL SUBMITTALS A. Qualification Data: For qualified fabricator. B. Warranty. Sample of special warranty. Project No. 1225.0 SHEET METAL FLASHING AND TRIM 07620 - 2 1.6 CLOSEOUT SUBMITTALS A. Maintenance Data: For sheet metal flashing, trim, and accessories manuals. 1.7 QUALITY ASSURANCE 0 nclude n mam enance A. Fabricator Qualifications: Shop that employs skilled workers who custom fabricate sheet metal flashing and trim similar to that required for this Project and whose products have a record of successful in- service performance. B. Sheet Metal Flashing and Trim Standard: Comply with SMACNA's "Architectural Sheet Metal Manual" unless more stringent requirements are specified or shown on Drawings C. Mockups: Build mockups to verify selections made under sample submittals and to demonstrate aesthetic effects and set quality standards for fabrication and installation. 1. Build mockup of typical roof eave, including built -in gutter, approximately 10 feet long, including supporting construction cleats, seams, attachments, and accessories. 2. Approval of mockups does not constitute approval of deviations from the Contract Documents contained in mockups unless Architect specifically approves such deviations in writing. 3. Approved mockups may become part of the completed Work if undisturbed at time of Substantial Completion. D. Preinstallation Conference: Conduct conference at Project site. 1. Meet with Owner, Architect, Owner's insurer if applicable, Installer, and installers whose work interfaces with or affects sheet metal flashing and trim including installers of roofing materials, roof accessories, unit skylights, and roof - mounted equipment. 2. Review methods and procedures related to sheet metal flashing and trim. 3. Examine substrate conditions for compliance with requirements, including flatness and attachment to structural members. 4. Review special roof details, roof drainage, roof penetrations, equipment curbs, and condition of other construction that will affect sheet metal flashing. 5. Document proceedings, including corrective measures and actions required, and furnish copy of record to each participant. 1.8 DELIVERY, STORAGE, AND HANDLING A. Do not store sheet metal flashing and trim materials in contact with other materials that might cause staining, denting, or other surface damage. Store sheet metal flashing and trim materials away from uncured concrete and masonry. B. Protect strippable protective covering on sheet metal flashing and trim from exposure to sunlight and high humidity, except to the extent necessary for the period of sheet metal flashing and trim installation. Project No. 1225.0 SHEET METAL FLASHING AND TRIM 07620 - 3 1.9 WARRANTY A. Special Warranty on Finishes: Manufacturer's standard form in which manufacturer agrees to repair finish or replace sheet metal flashing and trim that shows evidence of deterioration of factory- applied finishes within specified warranty period. 1. Exposed Panel Finish: Deterioration includes, but is not limited to, the following: a. Color fading more than 5 Hunter units when tested according to ASTM D 2244. b. Chalking in excess of a No. 8 rating when tested according to ASTM D 4214. c. Cracking, checking, peeling, or failure of paint to adhere to bare metal. 2. Finish Warranty Period: 20 years from date of Substantial Completion. PART 2- PRODUCTS 2.1 SHEET METALS A. General: Protect mechanical and other finishes on exposed surfaces from damage by applying a strippable, temporary protective film before shipping. B. Metallic- Coated Steel Sheet: Restricted flatness steel sheet, metallic coated by the hot -dip process and prepainted by the coil- coating process to comply with ASTM A 755/A 755M. 1. Zinc - Coated (Galvanized) Steel Sheet: ASTM A 653/A 653M, G90 coating designation; structural quality. 2. Surface: Smooth, flat. 3. Exposed Coil- Coated Finish: a. Multi -Coat Fluoropolymer: AAMA 621. Fluoropolymer finish containing not less than 70 percent PVDF resin by weight in color coat. Prepare, pretreat, and apply coating to exposed metal surfaces to comply with coating and resin manufacturers' written instructions to achieve 1.0 mil (minimum) finish coating thickness. 4. Color: As selected by Architect from manufacturer's full range. 5. Concealed Finish: Pretreat with manufacturer's standard white or light - colored acrylic or polyester backer finish, consisting of prime coat and wash coat with a minimum total dry film thickness of 0.5 mil. 2.2 UNDERLAYMENT MATERIALS A. Self- Adhering, High- Temperature Sheet: Minimum 30 to 40 mils thick, consisting of slip - resisting polyethylene -film top surface laminated to layer of butyl or SBS- modified asphalt adhesive, with release -paper backing; cold applied. Provide primer when recommended by underlayment manufacturer. 1. Thermal Stability: ASTM D 1970; stable after testing at 240 deg F. 2. Low - Temperature Flexibility: ASTM D 1970; passes after testing at minus 20 deg F. Project No. 1225.0 SHEET METAL FLASHING AND TRIM 07620 - 4 3. Products: Subject to compliance with requirements, provide one of the following or prior approved equal:: a. Carlisle Coatings & Waterproofing Inc.; CCW WIP 300HT. b. Grace Construction Products, a unit of W. R. Grace & Co.; Ultra. c. Owens Corning; WeatherLock Metal High Temperature Underlayment. B. Slip Sheet: Building paper, 3 -1b /100 sq. ft. minimum, rosin sized. 2.3 MISCELLANEOUS MATERIALS A. General: Provide materials and types of fasteners, solder, welding rods, protective coatings, separators, sealants, and other miscellaneous items as required for complete sheet metal flashing and trim installation and recommended by manufacturer of primary sheet metal unless otherwise indicated. B. Fasteners: Wood screws, annular threaded nails, self - tapping screws, self - locking rivets and bolts, and other suitable fasteners designed to withstand design loads and recommended by manufacturer of primary sheet metal. 1. General: Blind fasteners or self - drilling screws, gasketed, with hex - washer head. a. Exposed Fasteners: Heads matching color of sheet metal using plastic caps or factory- applied coating. b. Blind Fasteners: High- strength aluminum or stainless -steel rivets suitable for metal being fastened. C. Sealant Tape: Pressure - sensitive, 100 percent solids, gray polyisobutylene compound sealant tape with release -paper backing. Provide permanently elastic, nonsag, nontoxic, nonstaining tape 1/2 inch wide and 1/8 inch thick. D. Elastomeric Sealant: ASTM C 920, elastomeric polyurethane polymer sealant; low modulus; of type, grade, class, and use classifications required to seal joints in sheet metal flashing and trim and remain watertight. E. Butyl Sealant: ASTM C 1311, single- component, solvent- release butyl rubber sealant; polyisobutylene plasticized; heavy bodied for hooked -type expansion joints with limited movement. F. Epoxy Seam Sealer: Two -part, noncorrosive, aluminum seam - cementing compound, recommended by aluminum manufacturer for exterior nonmoving joints, including riveted joints. 2.4 FABRICATION, GENERAL A. General: Custom fabricate sheet metal flashing and trim to comply with recommendations in SMACNA's "Architectural Sheet Metal Manual" that apply to design, dimensions, geometry, metal thickness, and other characteristics of item indicated. Fabricate items at the shop to greatest extent possible. Project No. 1225.0 SHEET METAL FLASHING AND TRIM 07620 - 5 1. Fabricate sheet metal flashing and trim in thickness or weight needed to comply with performance requirements, but not less than that specified for each application and metal. 2. Obtain field measurements for accurate fit before shop fabrication. 3. Form sheet metal flashing and trim without excessive oil canning, buckling, and tool marks and true to line and levels indicated, with exposed edges folded back to form hems. 4. Conceal fasteners and expansion provisions where possible. Exposed fasteners are not allowed on faces exposed to view. B. Fabrication Tolerances: Fabricate sheet metal flashing and trim that is capable of installation to a tolerance of 1/4 inch in 20 feet on slope and location lines as indicated and within 1/8 -inch offset of adjoining faces and of alignment of matching profiles. C. Sealed Joints: Form nonexpansion but movable joints in metal to accommodate elastomeric sealant. D. Expansion Provisions: Where lapped expansion provisions cannot be used, form expansion joints of intermeshing hooked flanges, not less than 1 inch deep, filled with butyl sealant concealed within joints. E. Fabricate cleats and attachment devices from same material as accessory being anchored or from compatible, noncorrosive metal. F. Fabricate cleats and attachment devices of sizes as recommended by SMACNA's "Architectural Sheet Metal Manual" for application, but not less than thickness of metal being secured. G. Seams: Fabricate nonmoving seams with flat -lock seams. Form seams and seal with elastomeric sealant unless otherwise recommended by sealant manufacturer for intended use. Rivet joints where necessary for strength. H. Do not use graphite pencils to mark metal surfaces. 2.5 LOW -SLOPE ROOF SHEET METAL FABRICATIONS A. Base Flashing /: Fabricate from the following materials: 1. Coated (Prefinished) Sheet Steel: 22 gauge thickness. 2. Color (COLOR `A') shall be selected from manufacturer's full range of standard colors. B. Counterflashing: Fabricate from the following materials: 1. Coated (Prefinished) Sheet Steel: 22 gauge thickness. 2. Color (COLOR `A') shall be selected from manufacturer's full range of standard colors. Project No. 1225.0 SHEET METAL FLASHING AND TRIM 07620 - 6 PART 3 - EXECUTION 3.1 EXAMINATION A. Examine substrates, areas, and conditions, with Installer present, to verify actual locations, dimensions and other conditions affecting performance of the Work. 1. Verify compliance with requirements for installation tolerances of substrates. 2. Verify that substrate is sound, dry, smooth, clean, sloped for drainage, and securely anchored. B. For the record, prepare written report, endorsed by Installer, listing conditions detrimental to performance of the Work. C. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 UNDERLAYMENT INSTALLATION A. General: Install underlayment as indicated on Drawings B. Self- Adhering Sheet Underlayment: Install self - adhering sheet underlayment, wrinkle free. Apply primer if required by underlayment manufacturer. Comply with temperature restrictions of underlayment manufacturer for installation; use primer rather than nails for installing underlayment at low temperatures. Apply in shingle fashion to shed water, with end laps of not less than 6 inches staggered 24 inches between courses. Overlap side edges not less than 3 -1/2 inches. Roll laps with roller. Cover underlayment within 14 days. 3.3 INSTALLATION, GENERAL A. General: Anchor sheet metal flashing and trim and other components of the Work securely in place, with provisions for thermal and structural movement. Use fasteners, solder, welding rods, protective coatings, separators, sealants, and other miscellaneous items as required to complete sheet metal flashing and trim system. 1. Install sheet metal flashing and trim true to line and levels indicated. Provide uniform, neat seams with minimum exposure of solder, welds, and sealant. 2. Install sheet metal flashing and trim to fit substrates and to result in watertight performance. Verify shapes and dimensions of surfaces to be covered before fabricating sheet metal. 3. Space cleats not more than 12 inches apart. Anchor each cleat with two fasteners. Bend tabs over fasteners. 4. Install exposed sheet metal flashing and trim without excessive oil canning, buckling, and tool marks. 5. Install sealant tape where indicated. 6. Torch cutting of sheet metal flashing and trim is not permitted. 7. Do not use graphite pencils to mark metal surfaces. Project No. 1225.0 SHEET METAL FLASHING AND TRIM 07620 - 7 B. Metal Protection: Where dissimilar metals will contact each other or corrosive substrates, protect against galvanic action by painting contact surfaces with bituminous coating or by other permanent separation as recommended by SMACNA. 1. Underlayment: Where installing metal flashing directly on cementitious or wood substrates, install a course of felt underlayment and cover with a slip sheet or install a course of polyethylene sheet. C. Expansion Provisions: Provide for thermal expansion of exposed flashing and trim. Space movement joints at a maximum of 10 feet with no joints allowed within 24 inches of corner or intersection. Where lapped expansion provisions cannot be used or would not be sufficiently watertight, form expansion joints of intermeshing hooked flanges, not less than 1 inch deep, filled with sealant concealed within joints. D. Fastener Sizes: Use fasteners of sizes that will penetrate wood sheathing not less than 1 -1/4 inches for nails and not less than 3/4 inch for wood screws. E. Seal joints as shown and as required for watertight construction. 1. Where sealant - filled joints are used, embed hooked flanges of joint members not less than 1 inch into sealant. Form joints to completely conceal sealant. When ambient temperature at time of installation is moderate, between 40 and 70 deg F, set joint members for 50 percent movement each way. Adjust setting proportionately for installation at higher ambient temperatures. Do not install sealant -type joints at temperatures below 40 deg F. 2. Prepare joints and apply sealants to comply with requirements in Section 07920 "Joint Sealants." F. Rivets: Rivet joints in where indicated and where necessary for strength. 3.4 ROOF FLASHING /SILL CLADDING INSTALLATION A. General: Install sheet metal flashing and trim to comply with performance requirements and SMACNA's "Architectural Sheet Metal Manual." Provide concealed fasteners where possible, set units true to line, and level as indicated. Install work with laps, joints, and seams that will be permanently watertight and weather resistant. B. Base Flashing /Sill Cladding: Anchor to resist uplift and outward forces according to recommendations in SMACNA's "Architectural Sheet Metal Manual" and as indicated. Wrap and secure sheet metal to sill substrate material as indicated. C. Counterflashing: Coordinate installation of counterflashing with installation of base flashing. Insert counterflashing into saw cut reglets in existing mortar joint and fit tightly to base flashing. Extend counterflashing 4 inches over base flashing. Lap counterflashing joints a minimum of 4 inches and bed with sealant. Secure in a waterproof manner by means of lead wedges and sealant sw cut in mortar joint shall be by Masonry Restoration Contractor. Project No. 1225.0 SHEET METAL FLASHING AND TRIM 07620 - 8 3.5 ERECTION TOLERANCES A. Installation Tolerances Shim and align sheet metal flashing and trim within installed tolerance of 1/4 inch in 20 feet on slope and location lines as indicated and within 1/8 -inch offset of adjoining faces and of alignment of matching profiles. B. Installation Tolerances: Shim and align sheet metal flashing and trim within installed tolerances specified in MCA's "Guide Specification for Residential Metal Roofing." 3.6 CLEANING AND PROTECTION A. Clean exposed metal surfaces of substances that interfere with uniform oxidation and weathering. B. Clean and neutralize flux materials. Clean off excess solder. C. Clean off excess sealants. D. Remove temporary protective coverings and strippable films as sheet metal flashing and trim are installed unless otherwise indicated in manufacturer's written installation instructions. On completion of installation, remove unused materials and clean finished surfaces. Maintain in a clean condition during construction. E. Replace sheet metal flashing and trim that have been damaged or that have deteriorated beyond successful repair by finish touchup or similar minor repair procedures. END OF SECTION 07620 Project No. 1225.0 SHEET METAL FLASHING AND TRIM 07620 - 9 SECTION 07920 - JOINT SEALANTS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section Includes 1. Silicone joint sealants. 2. Urethane joint sealants. B. Related Sections: 1. Division 7 Section "Sheet Metal Flashing and Trim" for sealants at sheet metal flashings. 1.3 SUBMITTALS A. Product Data: For each joint - sealant product indicated. B. Samples for Initial Selection: Manufacturer's color charts consisting of strips of cured sealants showing the full range of colors available for each product exposed to view. C. Sealant Installation Sample: Prior to proceeding with installation of sealants, install sealant, backing etc. around entire exterior joint between existing window and its surrounding masonry opening. The contractor must receive written acceptance (by the Architect) of this sealant installation prior to commencing with the remaining sealant installation. D. Warranties: Sample of special warranties. 1.4 QUALITY ASSURANCE A. Source Limitations: Obtain each kind of joint sealant from single source from single manufacturer. 1.5 PROJECT CONDITIONS A. Do not proceed with installation of joint sealants under the following conditions: 1. When ambient and substrate temperature conditions are outside limits permitted by joint - sealant manufacturer. Project No. 1225.0 JOINT SEALANTS 07920 - 1 2. When joint substrates are wet. 3. Where joint widths are less than those allowed by joint - sealant manufacturer for applications indicated. 4. Where contaminants capable of interfering with adhesion have not yet been removed from joint substrates. 1.6 WARRANTY A. Special Installer's Warranty: Manufacturer's standard form in which Installer agrees to repair or replace joint sealants that do not comply with performance and other requirements specified in this Section within specified warranty period. 1. Warranty Period: Two years from date of Substantial Completion. B. Special Manufacturer's Warranty: Manufacturer's standard form in which joint - sealant manufacturer agrees to furnish joint sealants to repair or replace those that do not comply with performance and other requirements specified in this Section within specified warranty period. 1. Warranty Period: Two years from date of Substantial Completion. C. Special warranties specified in this article exclude deterioration or failure of joint sealants from the following: 1. Movement of the structure caused by structural settlement or errors attributable to design or construction resulting in stresses on the sealant exceeding sealant manufacturer's written specifications for sealant elongation and compression. 2. Disintegration of joint substrates from natural causes exceeding design specifications. 3. Mechanical damage caused by individuals, tools, or other outside agents. 4. Changes in sealant appearance caused by accumulation of dirt or other atmospheric contaminants. PART 2- PRODUCTS 2.1 MATERIALS, GENERAL A. Compatibility: Provide joint sealants, backings, and other related materials that are compatible with one another and with joint substrates under conditions of service and application, as demonstrated by joint - sealant manufacturer, based on testing and field experience. B. Stain- Test - Response Characteristics: Where sealants are specified to be nonstaining to porous substrates, provide products that have undergone testing according to ASTM C 1248 and have not stained porous joint substrates indicated for Project. C. Colors of Exposed Joint Sealants: As selected by Architect from manufacturer's full range. Project No. 1225.0 JOINT SEALANTS 07920 - 2 2.2 SILICONE JOINT SEALANTS A. Single- Component, Nonsag, Neutral -Curing Silicone Joint Sealant: ASTM C 920, Type S, Grade NS, Class 100 /50, for Use NT. 1. Products: Subject to compliance with requirements, available products that may be incorporated into the Work include, but are not limited to, the following: a. Dow Corning Corporation; 790. b. Tremco Incorporated; Spectrem 800. B. Mildew- Resistant, Single - Component, Nonsag, Neutral- Curing Silicone Joint Sealant: ASTM C 920, Type S, Grade NS, Class 25, for Use NT. 1. Products: Subject to compliance with requirements, provide the following: a. Pecora Corporation; 898 or approved equal. 2.3 ELASTOMERIC POLYURETHANE JOINT SEALANTS A. Elastomeric Polyurethane Joint Sealant: One component, moisture curing polyurethane ASTM 920, Type S, Grade NS, Class 35, for Use NT, M, A, G, 0 and I. 1. Products: Subject to compliance with requirements, provide the following product or prior approved equal: a. Sonneborn, Sonolastic NP 1. b. Tremco Incorporated; Tremflex 834. 2.4 JOINT SEALANT BACKING A. General: Provide sealant backings of material 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. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine joints indicated to receive joint sealants, with Installer present, for compliance with requirements for joint configuration, installation tolerances, and other conditions affecting joint - sealant performance. B. Proceed with installation only after unsatisfactory conditions have been corrected. Project No. 1225.0 JOINT SEALANTS 07920 - 3 3.2 PREPARATION A. Surface Cleaning of Joints: Clean out joints immediately before installing joint sealants to comply with joint - sealant manufacturer's written instructions and the following requirements: 1. 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, oil, grease, waterproofing, water repellents, water, surface dirt, and frost. 2. Clean porous joint substrate surfaces by brushing, grinding, 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 after cleaning operations above by vacuuming or blowing out joints with oil -free compressed air. Porous joint substrates include the following: a. Concrete. b. Masonry. c. Unglazed surfaces of ceramic tile. 3. Remove laitance and form- release agents from concrete. 4. Clean nonporous joint substrate surfaces with chemical cleaners or other means that do not stain, harm substrates, or leave residues capable of interfering with adhesion of joint sealants. Nonporous joint substrates include the following: a. Metal. b. Glass. c. Porcelain enamel. d. Glazed surfaces of ceramic tile. B. Joint Priming: Prime joint substrates where recommended by joint - sealant manufacturer or as indicated by preconstruction joint - sealant- substrate tests or prior experience. Apply primer to comply with joint - sealant manufacturer's written instructions. Confine primers to areas of joint - sealant bond; do not allow spillage or migration onto adjoining surfaces. C. Masking Tape: Use masking tape where required to prevent contact of sealant or primer with adjoining surfaces that otherwise would be permanently stained or damaged by such contact or by cleaning methods required to remove sealant smears. Remove tape immediately after tooling without disturbing joint seal. 3.3 INSTALLATION OF JOINT SEALANTS A. General. Comply with joint - sealant manufacturer's written installation instructions for products and applications indicated, unless more stringent requirements apply. B. Sealant Installation Standard: Comply with recommendations in ASTM C 1193 for use of joint sealants as applicable to materials, applications, and conditions indicated. C. Install sealant backings of kind indicated to support sealants during application and at position required to produce cross - sectional shapes and depths of installed sealants relative to joint widths that allow optimum sealant movement capability. Project No. 1225.0 JOINT SEALANTS 07920 - 4 1. Do not leave gaps between ends of sealant backings. 2. Do not stretch, twist, puncture, or tear sealant backings. 3. Remove absorbent sealant backings that have become wet before sealant application and replace them with dry materials. D. Install bond - breaker tape behind sealants where sealant backings are not used between sealants and backs of joints. E. Install sealants using proven techniques that comply with the following and at the same time backings are installed: 1. Place sealants so they directly contact and fully wet joint substrates. 2. Completely fill recesses in each joint configuration. 3. Produce uniform, cross - sectional shapes and depths relative to joint widths that allow optimum sealant movement capability. F. Tooling of Nonsag Sealants: Immediately after sealant application and before skinning or curing begins, tool sealants according to requirements specified in subparagraphs below to form smooth, uniform beads of configuration indicated; to eliminate air pockets; and to ensure contact and adhesion of sealant with sides of joint. 1. Remove excess sealant from surfaces adjacent to joints. 2. Use tooling agents that are approved in writing by sealant manufacturer and that do not discolor sealants or adjacent surfaces. 3. Provide concave joint profile per Figure 8A in ASTM C 1193, unless otherwise indicated. 4. Provide flush joint profile where indicated per Figure 8B in ASTM C 1193. 5. Provide recessed joint configuration of recess depth and at locations indicated per Figure 8C in ASTM C 1193. a. Use masking tape to protect surfaces adjacent to recessed tooled joints. 3.4 CLEANING A. Clean off excess sealant or sealant smears adjacent to joints as the Work progresses by methods and with cleaning materials approved in writing by manufacturers of joint sealants and of products in which joints occur. 3.5 PROTECTION A. Protect joint sealants during and after curing period from contact with contaminating substances and from damage resulting from construction operations or other causes so sealants 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 installations with repaired areas are indistinguishable from original work. END OF SECTION 07920 Project No. 1225.0 JOINT SEALANTS 07920 - 5 SECTION 09900 - PAINTING PART 1 - GENERAL 1.01 SECTION INCLUDES A. Exposed exterior items and surfaces. B. Surface preparation, priming, and finish coats specified in this Sec and surface treatment specified in other Sections. 1.02 REFERENCES A. ASTM D 16 - Terminology Relating to Paint, Varnish, Lacquer, and Related Products B. SSPC - Steel Structures Painting Council. 1.03 SUBMITTALS A. Product Data: For each paint system specified. Include block fillers and primers. on are n addition to shop priming 1. Material List: Provide an inclusive list of required coating materials. Indicate each material and cross - reference specific coating, finish system, and application. Identify each material by manufacturer's catalog number and general classification. 2. Manufacturer's Information: Provide manufacturer's technical information, including label analysis and instructions for handling, storing, and applying each coating material proposed for use. 3. Schedule: Provide schedule of all surfaces to be coated, with prime and finish coat material listed, and manufacturer's recommended wet film thickness. B. Samples: Submit color chips (drawn- downs), matching colors selected by the Architect. Refer to the Room Finish Schedule for quantity of paint colors to be used for this project. 1.04 QUALITY ASSURANCE A. Applicator Qualifications: Engage an experienced applicator who has completed painting system applications similar in material and extent to that indicated for this Project with a record of successful in- service performance. B. Source Limitations: Obtain block fillers, primers, and undercoat materials for each coating system from the same manufacturer as the finish coats. 1.05 DELIVERY, STORAGE, AND HANDLING A. Deliver materials to the Project Site in manufacturer's original, unopened packages and containers bearing manufacturer's name and label, and the following information: 1. Product name or title of material. 2. Product description (generic classification or binder type). 3. Manufacturer's stock number and date of manufacture. 4. Contents by volume, for pigment and vehicle constituents. 5. Thinning instructions. 6. Application instructions. 7. Color name and number. B. Store materials not in use in tightly covered containers in a well - ventilated area at a minimum ambient temperature of 45 °F (7 °C). Maintain containers used in storage in a clean condition, free of foreign Project No. 1225.0 PAINTING 09900 - 1 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. 1.06 PROJECT CONDITIONS A. Apply water -based paints only when the temperature of surfaces to be painted and surrounding air temperatures are between 55 and 90 °F (13 and 32 °C). B. Apply solvent- thinned paints only when the temperature of surfaces to be painted and surrounding air temperatures are between 45 and 95 °F (7.2 and 35 °C). C. Do not apply paint in snow, rain, fog, or mist; or when the relative humidity exceeds 85 percent; or at temperatures less than 5 °F (3 °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 manufacturer during application and drying periods. 1.07 EXTRA MATERIALS A. Fumish extra paint materials from the same production run as the materials applied in the quantities described below. Package paint materials in unopened, factory - sealed containers for storage and identify with labels describing contents. Deliver extra materials to Owner. 1. Quantity: Furnish 1 gallon of extra paint materials of each color applied. PART 2- PRODUCTS 2.01 MANUFACTURERS A. Products: Subject to compliance with requirements, provide one of the products in the paint schedules B. Manufacturers: Sherwin Williams (SW) referred to in the paint schedules by use of shortened version of name, which is shown in parentheses. 2.02 PAINT MATERIALS, GENERAL A. Material Compatibility: Provide block fillers, primers, undercoats, and finish -coat materials that are compatible with one another and the substrates indicated under conditions of service and application, as demonstrated by manufacturer based on testing and field experience. B. Material Quality: Provide manufacturer's best - quality paint material of the various coating types specified. Paint - material containers not displaying manufacturer's product identification will not be acceptable. C. Colors: Provide color selections matching those indicated. PART 3 - EXECUTION 3.01 EXAMINATION A. Examine substrates, areas, and conditions, with the Applicator present, under which painting will be performed for compliance with paint application requirements. Project No. 1225.0 PAINTING 09900 - 2 1. Do not begin to apply paint until unsatisfactory conditions have been corrected and surfaces receiving paint are thoroughly dry. 2. Start of painting will be construed as the Applicator's acceptance of surfaces and conditions within a particular area. B. Coordination of Work: Review other Sections in which primers are provided to ensure compatibility of the total system for various substrates. On request, furnish information on characteristics of finish materials to ensure use of compatible primers. Notify the Construction Representative about anticipated problems using the materials specified over substrates primed by others. 3.02 PREPARATION A. General: Remove hardware and hardware accessories, plates, machined surfaces, lighting fixtures, and similar items already installed that are not to be painted. If removal is impractical or impossible because of the size or weight of the item, provide surface - applied protection before surface preparation and painting. After completing painting operations in each space or area, reinstall items removed using workers skilled in the trades involved. B. Cleaning: Before applying paint or other surface treatments, clean the substrates of substances that could impair the bond of the various coatings. Remove oil and grease before cleaning. Schedule cleaning and painting so dust and other contaminants from the cleaning process will not fall on wet, newly painted surfaces. C. Surface Preparation: Clean and prepare surfaces to be painted according to manufacturer's written instructions for each particular substrate condition and as specified. 1. Provide barrier coats over incompatible primers or remove and reprime. 2. Cementitious Materials: Prepare concrete, concrete masonry block, surfaces to be painted. Remove efflorescence, chalk, dust, dirt, grease, oils, and release agents. Roughen as required to remove glaze. If hardeners or sealers have been used to improve curing, use mechanical methods of surface preparation. a. Use abrasive blast - cleaning methods if recommended by paint manufacturer. b. Determine alkalinity and moisture content of surfaces by performing appropriate tests. If surfaces are sufficiently alkaline to cause the finish paint to blister and burn, correct this condition before application. Do not paint surfaces where moisture content exceeds that permitted in manufacturer's written instructions. 3. Wood: Clean surfaces of dirt, oil, and other foreign substances with scrapers, mineral spirits, and sandpaper, as required. Sand surfaces exposed to view smooth and dust off. a. Scrape and clean small, dry, seasoned knots, and apply a thin coat of white shellac or other recommended knot sealer before applying primer. After priming, fill holes and imperfections in finish surfaces with putty or plastic wood filler. Sand smooth when dried. b. Prime, stain, or seal wood to be painted immediately on delivery. Prime edges, ends, faces, undersides, and backsides of wood at exterior locations. 4. Ferrous Metals: Clean ungalvanized ferrous -metal surfaces that have not been shop coated; remove oil, grease, dirt, loose mill scale, and other foreign substances. Use solvent or mechanical cleaning methods that comply with the Steel Structures Painting Council's (SSPC) recommendations. a. Treat bare and sandblasted or pickled clean metal with a metal treatment wash coat before priming. b. Touch up bare areas and shop - applied prime coats that have been damaged. Wire - brush, clean with solvents recommended by paint manufacturer, and touch up with the same primer as the shop coat. 5. Galvanized Surfaces: Clean galvanized surfaces with a palm sander and 60 grit sandpaper so surface is free of oil and surface contaminants. Remove pretreatment from galvanized sheet metal Project No. 1225.0 PAINTING 09900 - 3 fabricated from coil stock by mechanical methods. D. Materials Preparation: Mix and prepare paint materials according to manufacturer's written instructions. 1. Maintain containers used in mixing and applying paint in a clean condition, free of foreign materials and residue. 2. Stir material before application to produce a mixture of uniform density. Stir as required during application. Do not stir surface film into material. If necessary, remove surface film and strain material before using. 3. Use only thinners approved by paint manufacturer and only within recommended limits. E. Tinting: Tint each undercoat a lighter shade to simplify identification of each coat when multiple coats of the same material are applied. Tint undercoats to match the color of the finish coat, but provide sufficient differences in shade of undercoats to distinguish each separate coat. 3.03 APPLICATION A. General: Apply paint according to manufacturer's written instructions. Use applicators and techniques best suited for substrate and type of material being applied. 1. Paint colors, surface treatments, and finishes are indicated in the schedules. 2. Do not paint over dirt, rust, scale, grease, moisture, scuffed surfaces, or conditions detrimental to formation of a durable paint film. 3. Provide finish coats that are compatible with primers used. 4. The term "exposed surfaces" includes areas visible when permanent or built -in fixtures, convector covers, covers for finned -tube radiation, grilles, and similar components are in place. Extend coatings in these areas, as required, to maintain the system integrity and provide desired protection. 5. Paint surfaces behind movable equipment and furniture the same as similar exposed surfaces. Before the final installation of equipment, paint surfaces behind permanently fixed equipment or furniture with prime coat only. 6. Paint interior surfaces of ducts with a flat, nonspecular black paint where visible through registers or grilles. 7. Paint back sides of access panels covers and removable or hinged covers to match exposed surfaces. 8. Finish exterior doors on tops, bottoms, and side edges the same as exterior faces. 9. Sand lightly between each succeeding enamel or varnish coat. B. Scheduling Painting: 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. 1. The number of coats and the film thickness required are the same regardless of application method. Do not apply succeeding coats until the previous coat has cured as recommended by the manufacturer. If sanding is required to produce a smooth, even surface according to manufacturer's written instructions, sand between applications. 2. Omit primer on metal surfaces that have been shop primed and touchup painted. 3. If undercoats or other conditions show through final coat of paint, apply additional coats until paint film is of uniform finish, color, and appearance. Give special attention to ensure edges, comers, crevices, welds, and exposed fasteners receive a dry film thickness equivalent to that of flat surfaces. 4. Allow sufficient time between successive coats to permit proper drying. Do not recoat surfaces until paint has dried to where it feels firm, does not deform or feel sticky under moderate thumb pressure, and where application of another coat of paint does not cause the undercoat to lift or lose adhesion. C. Paint exposed surfaces, except where the paint schedules indicate that a surface or material is not to be painted or is to remain natural. If the paint schedules do not specifically mention an item or a surface, paint the item or surface the same as similar adjacent materials or surfaces whether or not schedules indicate colors. If the schedules do not indicate color or finish, the Construction Representative will Project No. 1225.0 PAINTING 09900 - 4 select from standard colors and finishes available. D. Do not paint prefinished items, concealed surfaces, finished metal surfaces, operating parts, and labels. 1. Labels: Do not paint over Underwriters Laboratories (UL), Factory Mutual (FM), or other code - required labels or equipment name, identification, performance rating, or nomenclature plates. E. Application Procedures: Apply paints and coatings by brush, roller, spray, or other applicators according to manufacturer's written instructions. Walls shall have roller finish. 1. Brushes: Use brushes best suited for the type of material applied. Use brush of appropriate size for the surface or item being painted. 2. Rollers: Use rollers of carpet, velvet back, or high -pile sheep's wool as recommended by the manufacturer for the material and texture required. 3. Spray Equipment: Use airless spray equipment with orifice size as recommended by the manufacturer for the material and texture required. a. Walls that receive spray application shall be backrolled to provide uniform surface texture and sheen. F. Minimum Coating Thickness: Apply paint materials no thinner than manufacturer's recommended spreading rate. Provide the total dry film thickness of the entire system as recommended by the manufacturer. G. Block Fillers: Apply block fillers to concrete masonry block at a rate to ensure complete coverage with pores filled. H. Prime Coats: Before applying finish coats, apply a prime coat of material, as recommended by the manufacturer, to material that is required to be painted or finished and that 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 ensure a finish coat with no burn through or other defects due to insufficient sealing. Pigmented (Opaque) Finishes: Completely cover surfaces as necessary to provide a smooth, opaque surface of uniform finish, color, appearance, and coverage. Cloudiness, spotting, holidays, laps, brush marks, runs, sags, ropiness, or other surface imperfections will not be acceptable. J. Pigmented (Opaque) Finishes on Interior and Exterior Wood Surfaces: Finishes on interior an exterior wood surfaces SHALL BE BRUSH APPLIED. Finish interior and exterior wood surfaces with visible spray or roller texture will not be accepted and will be corrected to the Architect's satisfaction at the expense of the Painting Contractor. K. Completed Work: Match approved samples for color, texture, and coverage. Remove, refinish, or repaint Work not complying with requirements. 3.04 CLEANING A. Cleanup: At the end of each workday, remove empty cans, rags, rubbish, and other discarded paint materials from the Site. After completing painting, clean glass and paint - spattered surfaces. Remove spattered paint by washing and scraping. Be careful not to scratch or damage adjacent finished surfaces. 3.05 PROTECTION A. Protect work of other trades, whether being painted or not, against damage by painting. Correct damage by cleaning, repairing or replacing, and repainting, as approved by Construction Representative. B. Provide "Wet Paint" signs to protect newly painted finishes. Remove temporary protective wrappings provided by others to protect their work after completing painting operations. At completion of construction activities of other trades, touch up and restore damaged or defaced Project No. 1225.0 PAINTING 09900 - 5 painted surfaces. Comply with procedures specified in PDCA P1. 3.06 EXTERIOR PAINT SCHEDULE A. Ferrous Metal: Provide the following finish systems over exterior ferrous metal. Primer is not required on shop - primed items. Full - Gloss, Alkyd- Enamel Finish: 2 finish coats over a rust - inhibitive primer. a. Primer: Rust - inhibitive solvent based metal primer applied at spreading rate recommended by the manufacturer to achieve a total dry film thickness of not less than 1.3 mils (0.033 mm). (1) SW: ChemChrome Universal Solvent based Primer, B50 Series. b. First and Second Coats: Full- gloss, exterior, alkyd enamel applied at spreading rate recommended by the manufacturer to achieve a total dry film thickness of not less than 3.0 mils (0.076 mm). (1) SW: Direct to Metal Alkyd, B55 Series. B. Zinc - Coated Metal: Provide the following finish systems over exterior zinc - coated (galvanized) metal surfaces: Full - Gloss, Alkyd- Enamel Finish: 2 finish coats over a primer. a. Primer: Solvent- based, metal primer, as recommended by the manufacturer for use over zinc coating, applied at spreading rate recommended by the manufacturer to achieve a total dry film thickness of not less than 1.4 mils (0.036 mm). (1) SW: Solvent based Primer, B50 Series. b. First and Second Coats: Full- gloss, alkyd enamel applied at spreading rate recommended by the manufacturer to achieve a total dry film thickness of not less than 2.6 mils (0.066 mm). (1) SW: Direct to Metal Alkyd, B55 Series. C. Concrete Masonry Units: Provide the following finish systems over exterior concrete masonry block units indicated to receive paint finish: Flat Acrylic Finish: 2 finish coats over a block filler. a. Block Filler: High - performance, latex- based, block filler applied at spreading rate recommended by the manufacturer to achieve a total dry film thickness of not less than 5.0 mils (0.13 mm). (1) SW: PrepRite Block Filler B25W25 Series. b. First and Second Coats: Flat, acrylic - latex, applied at spreading rate recommended by the manufacturer to achieve a total dry film thickness of not less than 2.6 mils (0.066 mm). (1) SW: A -100 Exterior Latex Flat, A6 Series. D. Wood (Opaque Finish): Provide the following finish systems over exterior wood indicated to receive paint finish: Satin Exterior Acrylic Latex: 2 finish coats over a primer. a. Primer: Oil based, wood primer as recommended by the manufacturer for use over unfinished wood. (1) SW: Exterior Oil Based Wood Primer b. First and Second Coats: Satin finish, exterior acrylic latex applied at a spreading rate recommended by the Manufacturer to achieve a total dry thickness of 2.6 mils. (1) SW: "Duration" Exterior Acrylic Latex. END OF SECTION 09900 Project No. 1225.0 PAINTING 09900 - 6