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Opening of Quotes - Liberty Tower Exterior Renovations, Phase II Proj No. 120-047 - Slatile Roofing & Sheet Metal Co., Inc.
PROJECT NAME: PROJECT NO. QUOTES DUE Date: Address: City/State/Zip: Liberty Tower Exterior Renovation — Phase II 120-047 September 8, 2020 (Must be completed for all quotes. Please type or print) 9^ 2Z- Zo Agent of Bidder (if Applicable): Pursuant to notices given, the undersigned public works project of: i _ _. C offers to furnish labor and/or material necessary to complete the the City of South Bend, Indiana, in accordance with plans and specifications prepared by: The City of South Bend, Department of Public Works and dated U S-'—T-6 ZD %V for the sumo (enter the Total Quote as shown on the Proposal) W(D vh Ire 1 -ate -f4n�ha� acs� �a ($ (Enter Sum of Total Quote pl s Alternates shown on Proposal) (Numerical) If alternative quotes apply, the undersigned submits a proposal for each in accordance with the notice. Any addendums attached will be specifically referenced at the applicable page. If additional units of material included in the contract are needed, the cost of units must be the same as that shown in the original contract if accepted by the City of South Bend. If the quote is to be awarded on a unit basis, the itemization of the units shall be shown on a separate attachment. p t a ure) oT (Printed Name of Person Signing) ACCEPTANCE The above quote is accepted this day of 20 Subject to the following conditions: BOARD OF PUBLIC WORKS Gary A. Gilot, President Therese J. Dorau, Member Elizabeth A. Maradik, Member Jordan V. Gathers, Member Joseph R. Molnar, Member Attest: Linda M. Martin, Clerk Version 2/14/2020 Page - 8 Public Works Quote V)vc. Phone 574J233-748,5 Fax574/2387531 info (4) slaiilemofing.omn °---°�- -� wwe�o|i|mmu|ng.00m 0!41", 1 " 9 �!" �f 0 F" I I�J, G 4A P4 i") S H E E'T" M ETA L, C 0, 1 N C. 1783South Ironwood ° South Bend, |N 48613 9/22/2O20 CITY {JFSOUTH BEND, |NDIANA BOARD DFPUBLIC WORKS RE: PROJECT NO. 12O-047LIBERTY TOWER EXTERIOR RENOVATIONS — PHASE U ALTERNATE BIDS 183VOLUNTARY ALTERNATES ARE BEING OFFERED AtSouth and North areas ofthe 7mfloor amdescribed inbid documents and onplans supplied. Use Black interlocking rubber pavers inlieu of concrete / ceramic pavers and pedestals. South Area ALT#1: DEDUCT $19.200.00 When the prospective Contractor is unable to certify to any of the statements below, it shall attach an explanation to this Affidavit. CONTRACTOR'S NON -COLLUSION AND NON -DEBARMENT AFFIDAVIT, CERTIFICATION REGARDING INVESTMENT WITH IRAN, EMPLOYMENT ELIGIBILITY VERIFICATION, NON-DISCRIMINATION COMMITMENT AND CERTIFICATION OF USE OF UNITED STATES STEEL PRODUCTS OR FOUNDRY PRODUCTS (Must be completed for all quotes and bids. Please type or print) STATE OF r ) SS: S>—r, J ®SeWOUNTY ) The undersigned Contractor, being duly sworn upon his/her/its oath, affirms under the penalties of perjury that: I. Contractor has not, nor has any other member, representative, or agent of the firm, company, corporation or partnership represented by him, entered into any combination, collusion or agreement with any person relative to the price to be bid by anyone at such letting nor to prevent any person from bidding nor to induce anyone to refrain from bidding, and that this bid is made without reference to any other bid and without any agreement, understanding or combination with any other person in reference to such bidding. Contractor further says that no person or persons, firms, or corporation has, have or will receive directly or indirectly, any rebate, fee, gift, commission or thing of value on account of such sale; and 2. Contractor certifies by submission of this proposal that neither contractor nor any of its principals are presently debarred, suspended, proposed for debarment, declared ineligible, or voluntarily excluded from participation in this transaction by any Federal department or agency; and 3. Contractor has not, nor has any successor to, nor an affiliate of, Contractor, engaged in investment activities in Iran. a. For purposes of this Certification, "Iran" means the government of Iran and any agency or instrumentality of Iran, or as otherwise defined at Ind. Code § 5-22-16.5-5, as amended from time -to -time. b. As provided by Ind. Code § 5-22-16.5-8, as amended from time -to -time, a Contractor is engaged in investment activities in Iran if either: i. Contractor, its successor or its affiliate, provides goods or services of twenty million dollars ($20,000,000) or more in value in the energy sector of Iran; or ii. Contractor, its successor or its affiliate, is a financial institution that extends twenty million dollars ($20,000,000) or more in credit to another person for forty-five (45) days or more, if that person will (i) use the credit to provides goods and services in the energy sector in Iran; and (ii) at the time the financial institution extends credit, is a person identified on list published by the Indiana Department of Administration. Version 2/14/2020 Page - 9 Public Works Quote 4. Contractor does not knowingly employ or contract with an unauthorized alien, nor retain any employee or contract with a person that the Contractor subsequently learns is an unauthorized alien. Contractor agrees that he/she/it shall enroll in and verify the work eligibility status of all of Contractor's newly hired employees through the E-Verify Program as defined by I.C. 22-5-1.7-3. Contractor's documentation of enrollment and participation in the E-Verify Program is included and attached as part of this bid/quote; and 5. Contractor shall require his/her/its subcontractors performing work under this public contract to certify that the subcontractors do not knowingly employ or contract with an unauthorized alien, nor retain any employee or contract with a person that the subcontractor subsequently learns is an unauthorized alien, and that the subcontractor has enrolled in and is participating in the E-Verify Program. The Contractor agrees to maintain this certification throughout the term of the contract with the City of South Bend, and understands that the City may terminate the contract for default if the Contractor fails to cure a breach of this provision no later than thirty (30) days after being notified by the City. 6. Persons, partnerships, corporations, associations, or joint venturers awarded a contract by the City of South Bend through its agencies, boards, or commissions shall not discriminate against any employee or applicant for employment in the performance of a City contract with respect to hire, tenure, terms, conditions, or privileges of employment, or any matter directly or indirectly related to employment because of race, sex, religion, color, national origin, ancestry, age, gender expression, gender identity, sexual orientation or disability that does not affect that person's ability to perform the work. In awarding contracts for the purchase of work, labor, services, supplies, equipment, materials, or any combination of the foregoing including, but not limited to, public works contracts awarded under public bidding laws or other contracts in which public bids are not required by law, the City, its agencies, boards, or commissions may consider the Contractor's good faith efforts to obtain participation by those Contractors certified by the State of Indiana as a Minority Business ("MBE") or as a Women's Business Enterprise ("WBE") as a factor in determining the lowest, responsible, responsive bidder. In no event shall persons or entities seeking the award of a City contract be required to award a subcontract to an. MBE/WBE; however, it may not unlawfully discriminate against said WBE/MBE. A finding of a discriminatory practice by the City's MBE/WBE Utilization Board shall prohibit that person or entity from being awarded a City contract for a period of one (1) year from the date of such determination, and such determination may also be grounds for terminating the contact for which the discriminatory practice or noncompliance pertains. 7. The undersigned contractor agrees that the following nondiscrimination commitment shall be made a part of any contract which it may henceforth enter into with the City of South Bend, Indiana or any of its agencies, boards or commissions. Contractor agrees not to discriminate against or intimidate any employee or applicant for employment in the performance of this contract with privileges of employment, or any matter directly or indirectly related to employment, because of race, religion, color, sex, gender expression, gender identity, sexual orientation, handicap, national origin or ancestry. Breach of this provision may be regarded as material breach of contract. Version 2/14/2020 Page - 10 Public Works Quote I, the undersigned bidder or agent as contractor on a public works project, understand my statutory obligations to the use of steel products or foundry products made in the United States (I.C. 5-16- 8-1). I hereby certify that I and all subcontractors employed by me for this project will use steel products or foundry products made in the United States on this project if awarded. I understand I have an affirmative duty to notify the City in my bid that my proposal does not include the use of steel products or foundry products made in the United States. I understand it is my sole obligation and responsibility to provide a justification to the City, subject to review and approval, why the cost of United States made steel or foundry products is unreasonable. Prior to award and upon submission of bid which does not use steel products or foundry products made in the United States, the City, through its director of public works, shall make a determination if the price of United States made steel or foundry is unreasonable. I understand that violations hereunder may result in forfeiture of contractual payments. I hereby affirm under the penalties of perjury that the facts and information contained in the foregoing bid for public works are true and correct. ����A1111IIIIII/�/�/ Dated this _ day of , 20-afi ,` P U B L /C Contractor/Bide ) " 0 z Signature of Contractor/Bidder or Its X'geta iT TE 67. Printed Name and Title Subscribed and sworn to before me this day of 20, C7 My Commission Expires /,2-L10— .2D.2-e li['D loCst, ETARA REIPfHARDTNotaryPublic RY PU�qt of R idencey nY OF INDIANA XPIRES DECEMBER 18, 2027 NUMBER NP0724157 Version 2/14/2020 Page - 11 Public Works Quote K101111114111114111IL11 PROJECT NAME Liberty Tower Exterior Renovations — Phase 11 PROJECT NO. 120-047 QUOTES DUE September 8, 2020 BASE SCOPE OF WORK Item No. Description Quantity Unit Unit Price Total Amount EFIS Work and painting at South 1 Fagade (and adjacent East and West Fagade). Includes concrete LS 601000 I repair above garage entry 2 Exterior Fagade Improvements LS 6 0ool $ (electrical power, exterior lighting) 3 Garage Entry Signage LS 7, 00 $ Total Amount of Quote for Base Scope of Work $ ALTERNATE#1 Item No. Description Quantity Unit Unit Price Total Amount 1 2' x 2' roof pavers at South Side LS $ 45 of 71h floor roof 18 Total Amount of Quote for ALTERNATE #1 $ on U ALTERNATE#2 Item No. Description Quantity Unit Unit Price Total Amount 1 'Bridge' at Th floor roof and 2' x 2' LS 4 o 2 $ Rubber Walk Mats Total Amount of Quote for ALTERNATE #2 1$ 2q,000 ALTERNATE#3 Item No. Description Quantity Unit Unit Price Total Amount 1 2' x 2' roof pavers at North Side of 7th floor roof LS 0 ( $ to Total Amount of Quote for ALTERNATE #3 $ 0 Item NO. Description DEDUCT/SF ADD/SF 1 2'x 2' Roof Pavers, per SF Firm: =AE= (!0 Version 2/14/2020 Page - 12 Public Works Quote 4 Address: City/State/Zip: Spupf 3 Version 2/14/2020 Page - 13 Public Works Quote V5 w uj E5 LU U) E2 f,WQ z LLJ Z C) M LLI < a U) LLI U) ui OZZ U) U) LLJ LL D 5; 0 Co IL CL 0 0 UJ Z -j LL UJ Lli !E; > W z 0 z E 0 w 0 F- E w z O 0 0 w m �k 0) 76 0).�6 U) 0 0 2 2 t m 0 w 2 c C: 0 :3 0- 0 E E O d. O C6 c 0 a) E oa C: O 0 CL CL U) 0 S 0 C 0 c (D 0 E .E L w im O E m z Q a) as r) I E z Q) E 2 0 O CL "T CITY OF SOUTH BEND MINORITY AND WOMEN BUSINESS ENTERPRISE INCLUSION PROGRAM PLAN FORM MWBE-2.0 EVIDENCE OF GOOD FAITH EFFORTS This completed form should be included as part of the Bids documents related to City of South Bend Public Works Projects requiring Good Faith Efforts to obtain MWBE participation. Project Number: 120-047 Date: Project Name: Bidder: Contact Person: Address: City: Email: -Liberty Tower Exterior Improvements — Phase 11 4&613 To determine whether a bidder has demonstrated good faith efforts to reach th6 MWBE utilization goals set forth in the City of South Bend Public Works Project Specifications, the City and its agencies, boards, or commissions, REQUIRE ALL of the following Good Faith Efforts as listed in the table below*: EVIDENCE OF GOOD FAITH EFFORTS MWBE LIST(S): The bidder reviewed 1) the City of South Bend's Minority and Women Business Enterprise Inclusion Program Plan; 2) the list of certified MWBEs provided by the City; and 3) the Indiana Department of Administration list of Minority and Women Owned Businesses (both certified and non - certified) found at: httg://www.ip.goyfidoa/. GOOD FAITH EFFORTS TO OBTAIN MWBE PARTICIPATION The bidder shall initial each item below, as evidence of its good faith efforts to obtain MWBE participation in the awarded contract. I affirm that I reviewed the City of South Bend's Minority and Women Business Enterprise Inclusion Program Plan and the Indiana Department of Administration's certified list of Indiana Minority and Women Business Enterprises, found on their website (http://www.in.gov/idoa). 1 affirm that I have made good faith efforts to select portions of the contract work to be performed by MWBEs, including, where appropriate, breaking out contract work items into economically feasible units to facilitate MWBE participation, I affirm that I have made good faith efforts to solicit through all reasonable and available means the interest of all MWBEs in the scopes of work of the contract. I affirm that I attended all pre -bid meetings scheduled by the City of South Bend to inform MWBEs of contracting and subcontracting opportunities. I affirm that I advertised in general circulation and/or trade association publications concerning subcontract opportunities and allowed MWBEs reasonable time to respond to such advertisements. I affirm that I performed any and all necessary steps to provide written notices in a manner reasonably calculated to inform MWBEs of subcontracting opportunities and allowed sufficient time for MWBEs to participate effectively. I affirm that I followed up on initial solicitations with interested MWBEs. 1 affirm that I negotiated with interested MWBEs in good faith, including providing such MWBEs with adequate information about the plans, specifications and other requirements of the subcontract. I affirm that I have made good faith efforts to assist interested MWBEs in obtaining bonding, lines of credit, or insurance as required by the City or the bidder, where appropriate. Version 2/14/2020 Page - 15 Public Works Quote CITY OF SOUTH BEND MINORITY AND WOMEN BUSINESS ENTERPRISE INCLUSION PROGRAM PLAN FORM MWBE-2.0 EVIDENCE OF GOOD FAITH EFFORTS I affirm that I have made good faith efforts to assist interested MWBEs in obtaining necessary equipment, supplies, materials, or related assistances or services, where appropriate. I affirm that I did not reject any MWBEs as unqualified without sound business reasons based on a thorough investigation of their capabilities. CONTRACT RECORDS: The bidder has maintained the following records for each MWBE that has bid on the subcontracting opportunity: 1. Name, address, and telephone number; 2. A description of information provided by the bidder or subcontractor; and 3. A statement of whether an agreement was reached, and if not, why not, including any reasons for concluding that the MWBE was unqualified to perform the job. Proper demonstration of Good Faith Efforts requires your initials next to all of the above boxes. Any omissions shall be considered grounds for rejection of the bid by the Board of Public Works, The City of South Bend reserves the right to request additional information. Version 2/14/2020 Page - 16 Public Works Quote CITY OF SOUTH BEND MINORITY AND WOMEN BUSINESS ENTERPRISE INCLUSION PROGRAM PLAN FORM MWBE-2.1 MWBE CONTACTED This completed form should be supplied with Bids that pertain to City of South Bend Public Works Projects requiring Good Faith Efforts to contact MWBEs. It is the bidder's sole responsibility to verify whether any listed minority or woman business meets the MWBE qualifications. Attach additional pages if necessary. PAGEOF Project Number: 120-047 MWBE Participation Goal ."Iroject Name: Liberty Tower Exterior Improvements — Phase 11 Z i d By:LL (Signature) 7 (Title) (Datel f MWBE Firm t4 VL4-1ArqA- SftG C 13-UILI)194 SuPt2i,4,7 Owner or Contact at MWBE Firm �Jo A Telephone: A/ 4k Fax: Email: TYPE OF WORK SOLICITED FOR THIS PROJECT: J I P /yo Lo" 114 8 OF I 1,J (,1- 5 RESULTS OF CONTACT WITH THE MWBE FIRM: ts� I—oge, MWBE Firm 4 77z ku 117 vArpo Owner or Contact at MWBE Firm LFF -r P4as54(4(s - ( Telephone: '247- LIDS-26??, Fax: Email: TYPE OF WORK SOLICITED FOR THIS PROJECT: 'D i D 90T RCTUM '1-7� CW 6 CA W, 04 6 22,46 0, RESULTS OF CONTACT WITH THE MWBE FIRM: Da) &07-9&VW Version 2/14/2020 Page - 17 Public Works Quote 0912112020 15:25 Slatile Roofing l FAX)5742337531 P.0011001 1316 CoLwTY-CrrY BUILDING 227 W,JEFFERSON BOULEvARD SOUTH BEND, ALMA 46601-1830 PHONE 5741235-9251 FAX 5741235-9171 TIM 574/ 235-5$67 CITY OF SOLr H BEND, JAME$ MC LF.R, MAYOR BOARD OF PUBLIC WORKS Date: Sep ember 3 2020 To: A-11 Planhalders From Linda M. Martin Clerk 1R11a1d of Public Works Subject Addendum Number: 1 Project Name: Liberty Tower Exterior Renovations -- Ph 2 Project umber: 120-047 ACKNOWLEDGEMENT OF RECEIPT OF ADDENDUM Date Received: This addendum is being forwarded to you for the above referenced project. Please sign below and acknowledge receipt of this Addendum by faxing this sheet to the Board of Public Works at (574) 235-9171. within 48 hours of receipt. A copy 1VX also be included with your bid package upon submittal. THIS ADDENDUM MAY AFFECT YOUR BED, Notes: The attached documents are hereby added to the Specifications and Contract Documents and becotne a part of herein, Comp, Author Date: Version 4/2/2015 BOARD OF PUBLIC WORKS AGENDA ITEM REVIEW REQUEST FORM Date 9/16/20 Department Name Kyle Silveus Engineering BPW Date 9/22/20 Phone Extension 9083 Review and Approval Required Prior to Submittal to Board Diversity Compliance ❑ Officer Name and Inclusion Officer BPW Attorney ® Attorney Name Clara McDaniels Dept. Attorney ❑ Attorney Name Purchasing ❑ Check the Appropriate Item Type — Required for All Submissions ❑ Professional Services Agreement ❑ Contract ❑ Proposal ❑ Open Market Contract ❑ Amendment/Addendum ❑ Special Purchase, QPA ❑ Bid Opening ❑ Bid Award ❑ Req. to Advertise ❑ Title Sheet ® Quote Opening ❑ Quote Award ❑ Reject Bids/Quotes ❑ Proposal Opening ❑ C/O & PCA No. ❑ PCA ❑ Chg. Order, No. ❑ Traffic Control ❑ Resolution ❑ Other: ❑ Ease./Encroach Required Information Company or Vendor Name TBD ❑ Yes❑ If Yes, Approved by Purchasing New Vendor ❑ No MBBE ❑❑ Yes MBE/WBE Contractor Completed E-Verify Form Attached ❑ No Proj ect Name Liberty Tower Exterior Renovations Phase II Project Number 120-047 Funding Source RWDA TIF Account No. 324-10-102-121-443001 Amount TBD Terms of Contract Purpose/Description Phase II exterior improvements including EFIS, concrete repair, painting, exterior lighting, and 7ch floor roof pavers For Change Orders Only Amount of ❑ Increase $ ❑ Decrease ($ ) Previous Amount $ Current Percent of Change New Amount Total Percent of Change: Time Extension Amount: Increase % Decrease ( % Increase % Decrease New Completion Date: CONTRACT DOCUMENTS AND SPECIFICATIONS FOR Liberty Tower Exterior Renovations - Ph 2 Project No. 120-047 Prepared for CITY OF SOUTH BEND, INDIANA BOARD OF PUBLIC WORKS Kil Architecture / Planning 1126 Lincolnway East South Bend, IN 46601 PH (574) 288-2654 FAX (574) 289-2420 Gregory Kil Registered Professional Architect State of Indiana No. AR00034454 .••"••�• w" "•"18TF••'rx''' A 0 3 5�i STATE OF fit, "�' """"."+" ,�, �• Issue Date: August 25, 2020 FORBIDS DUE: September 8, 2020 Version 2/14/2020 Page - 1 Public Works Quote 6SpUTH 8��d SCOPE OF WORKPEACE CITY OF SOUTH BEND 1865 PROJECT NAME: Liberty Tower Exterior Renovations —Phase II PROJECT NO. 120-047 QUOTES DUE September 8, 2020 PROJECT DESCRIPTION A. The project includes the furnishing of all equipment, material, insurance, and labor for Liberty Tower Exterior Renovations — Phase II Facade Improvements. Scope includes EFIS work at South Facade (and adjacent East and West Facade), Includes concrete repair above garage entry, exterior painting, Electrical Exterior Lighting, Garage Entry Sign, and Power for Illuminated Garage Entry Signage; located at 213 W Washington Street, South Bend, IN. PREVAILING SPECIFICATIONS AND CONSTRUCTION STANDARDS AND SPECIFICATIONS A. The City of South Bend's PREVAILING SPECIFICATIONS, most recent version, and CONSTRUCTION STANDARDS AND SPECIFICATIONS, most recent version, are to be used on this project. B. Each Quote provider is specifically instructed to become completely familiar with the most recent version of the PREVAILING SPECIFICATIONS and the CONSTRUCTION STANDARDS AND SPECIFICATIONS prior to submitting a quote. C. Wherever the PREVAILING SPECIFICATIONS refer to "State Specifications," it shall mean the 2020 INDOT Standard Specifications for the letting effective after September 1, 2019. D. These SPECIAL PROVISIONS will list only "Additions" or "Deletions" to the PREVAILING SPECIFICATIONS and are to be used only in conjunction with the PREVAILING SPECIFICATIONS. E. In the event of conflict between the SPECIAL PROVISIONS and the PREVAILING SPECIFICATIONS, the SPECIAL PROVISIONS will govern. III. TERM "OR EQUAL" A. Prevailing Specifications: None B. Additions 1. Where the term "or equal" is used in these specifications, the Quote provider deviating from specified item shall file with his/her/its Quote a letter fully explaining and justifying his/her/its proposed article or equal. The City of South Bend shall be the sole judge in determining if the "or equal" offered meets the specification. IV. TAX EXEMPT A. Prevailing Specifications: None B. Additions 1. Materials and properties purchased under contract with the Owner that becomes a permanent part of the structure or facilities constructed are not subject to the Indiana Gross Retail Tax (Sales Tax). The exemption number will be furnished to the Contractor upon award. V. INDEMNIFICATION A. Prevailing Specifications: None B. Additions 1. Contractor agrees to indemnify, defend and hold harmless the City of South Bend, its agents, officers and employees, from all costs, losses, claims and suits, including court costs, attorney fees, Version 2/14/2020 Page - 2 Public Works Quote and other expenses, arising from or out of the negligent performance of this Contract by Contractor, or because of arising out of any defect in the goods, materials or equipment supplied by the Quote provider. VI. INSURANCE A. Prevailing Specifications: 2020, INDOT Standard Specifications Section 103 B. Additions: All Contractors and subcontractors doing business with the City of South Bend shall present a Certificate of Insurance showing coverage in the following minimum amount: a. General Liability: Premises -Completed Operations or Products, Bodily Injury and Property Damage Combined Single Limit - $5,000,000. b. There shall be no exclusion for explosion, collapse or underground hazard. c. Workmen's Compensation: Statutory State of Indiana Employer's Liability - $100,000. d. Auto Liability: Bodily Injury and Property Damage Combined Single limit - $1,000,000. e. The City of South Bend shall be named as additional insured on the Certificate of Insurance. VII. CONTROL OF WORK A. Prevailing Specifications: 2020, INDOT Standard Specifications Section 105 B. Additions: 1. The complete responsibility for this project lies with the Director of Public Works of the City of South Bend, Indiana acting through his authorized representatives. 2. Construction Engineering - The Contractor shall provide all the necessary, qualified personnel, equipment and supplies to perform all work required under this item. There will be no direct payment for this item. 3. The contractor is responsible to maintain the site which includes but is not limited to; dust control, site security, erosion control, and protecting adjacent properties. 4. Work hours for the Project shall be from 7:00 a.m. through 6:00 p.m., Monday through Friday. No work shall be permitted on weekends, Holidays, or after hours unless approved by the City of South Bend Department of Public Works. Vill. LEGAL RELATIONS A. Prevailing Specifications: 2020, INDOT Standard Specifications Section 107 B. Additions: 1. The Owner, where mentioned in these documents, is the City of South Bend. The Engineer, where mentioned in these documents, is Kil Architecture/Planning, 1126 Lincolnway East, South Bend, IN 46601. 2. The Contractor shall apply for and obtain any and all required permits for the work from local, state, and federal agencies and shall comply with permit requirements, including the St. Joseph County / City of South Bend Building Department. 3. If the Contractor awarded this contract is not a resident of Indiana, within thirty days, the Contractor shall provide the Owner with proof that the Contractor is duly licensed, qualified and registered with the Secretary of State of Indiana to engage in business within the State of Indiana. 4. The Contractor shall comply with all provisions of Indiana Code 5-16-13, as amended. The Owner reserves the right to immediately terminate the public work project awarded should the Contractor be found to be in violation of any provision of Indiana Code 5-16-13 and such violation shall result in the forfeiture of Contractor's performance bond to the Owner. IX. PROSECUTION AND PROGRESS A. Prevailing Specifications: 2020, INDOT Standard Specifications Sec. 108 B. Additions: Version 2/14/2020 Page - 3 Public Works Quote 1. The project will have a completion date May 15, 2021. The contract time will start when the Notice to Proceed is delivered and signed. 2. The City, Engineer, and Contractor will hold a pre -construction meeting following award of the contract. The date of the Notice to Proceed will be agreed at that meeting. 3. Contractor shall provide a schedule to the Owner prior to beginning any work on the site. X. CHANGE OF CONTRACT TIME A. Prevailing Specifications: 2020, INDOT Standard Specifications Section 108 B. Additions 1. The Contract Time may only be changed by Change Order. Any Claim for an extension in the Contract Time shall be based on written notice delivered to the Department of Public Works within seven (7) calendar days of the occurrence of the event giving rise to the claim. Notice of the extent of the claim with supporting data shall be delivered within fourteen (14) calendar days after such occurrence unless an official of the Public Works Department allows an additional period of time to ascertain more accurate data. The Contract Time will be extended in an amount equal to time lost to delays beyond the control of the Contractor if a claim is made in accordance with this provision. Such delays shall include acts of neglect by the Public Works employees, or to fires, flood, labor disputes, epidemics, abnormal weather conditions, governmental procedures, or acts of God. 2. Unless otherwise provided, the Contract time is based upon normal weather conditions. An extension is granted for weather conditions significantly more severe than normal if the Contractor demonstrates to the satisfaction of the City that the delay in the progress of the work was due to such weather. The basis to define normal weather with be the data compiled by the United States Department of Commerce, National Oceanic and Atmospheric Administration (NOAA). 3. No extension of time will be granted if the Contractor, by his/her/its own action or inaction, including fault or negligence of Contractor's subcontractors, caused the delay, or for which any remedies are provided under any other provision of this agreement. 4. The grant of an extension of time under this Section in no way constitutes a waiver by the City of any rights or remedies existing under this contract at law or in equity. XI. DEFAULT AND TERMINATION A. Prevailing Specifications: 2020, INDOT Standard Specifications Section 108 B. Additions: 1. Events of Default shall include Contractor's failure to perform any of its obligations under this contract including failure to commence work at the time specified, failure to perform the work in accordance with these specifications, unauthorized discontinuation of the work, failure to carry out the work in a manner acceptable to the City, failure to observe Federal, State, or local laws or regulations, and failure to comply with any other term of this contract. 2. If an Event of Default occurs, the City shall provide Contractor written notice and may permit Contractor ten (10) calendar days after the date of the notice to cure the default. If the default is not cured within the ten (10) day cure period, the City may at any time thereafter terminate this contract in which case the termination shall be final and effective. 3. Upon an Event of Default, the City may invoke the following remedies in addition to those remedies provided under separate provisions of this contract, the right of set-off against any payments due or to become due to the Contractor against the retainage, the right to take over and complete the Work. If the City notifies Contractor that City is invoking its right to complete the Work, all rights that the Contractor has in order under Contractor's subcontracts are assigned to the City, subject to the City's right to take assignment of all or only selected subcontracts at the City's discretion. The sole obligation accepted by the City under such subcontracts is to pay for Work satisfactorily performed after the date of the assignment. In the event a conditional assignment has not been executed, the Contractor shall execute or cause to be executed any assignment, agreement, or other document that may be necessary in the sole opinion of legal counsel to the City's Board of Public Works to evidence compliance with this provision. The Contractor shall promptly deliver such documents upon the City's request. In the case of such assignment, unless otherwise agreed in writing, The Contractor remains liability to subcontractors for any payment already involved, and for any claim, suit or cause of action based upon or resulting from any error, omission, negligence or other breach Version 2/14/2020 Page - 4 Public Works Quote of contract by the Contractor, its officers, employees, or agents arising prior to the date of assignment to the City. XII. LIQUIDATED DAMAGES A. Prevailing Specifications: 2020, INDOT Standard Specifications Section 108 B. Additions: 1. The contractor shall proceed with the work at such rate of progress to insure full completion within the Contract Time. It is expressly understood and agreed, by and between the Contractor and the Owner, that the Contract Time for completion of the work described herein is a reasonable time, taking into consideration the average climatic and economic conditions and other factors prevailing in the locality of the work, and excludes the time for unavoidable delays which were beyond the control and without the fault of the Contractor. 2. If the Contractor shall fail to complete the work within the Contract Time, or extension of time granted by the Owner, then the Contractor will pay to the Owner the amount for liquidated damages a sum of five hundred dollars ($500.00) for each calendar day that the Contractor shall remain in default after the time of completion stipulated in the Contract Documents. 3. The Contractor shall not be charged with liquidated damages or any excess cost when the delay in completion of the work is due to the following and the Contractor has promptly given written notice of such delay to the Owner and Engineer/Architect. a. To any preference, priority, or allocation order duly issued by the Owner. b. To unforeseeable causes beyond the control and without the fault or negligence of the Contractor, including but not restricted to acts of God, acts of public enemy, acts of the Owner, acts of another Contractor in the performance of a Contract with the Owner, fires, floods, epidemics, quarantine restrictions, strikes, freight embargoes, and abnormal and unforeseeable weather. XIII. RETAINAGE AND FINAL PAYMENT A. Prevailing Specifications: 2020, INDOT Standard Specifications Section 109 B. Additions: 1. Payments will be made every thirty (30) calendar days 2. Consistent with provisions of IC 36-1-12-14, the Board of Public Works shall retain a percentage of payments throughout the duration of the project. 3. Before final payment and retainage are released the Contractor must satisfy the following: a. All parts and labor meet requirements stated in the specifications. b. Provide copies of test reports or cut sheets on all materials supplied. c. Provide As -Built drawings in accordance with the City of South Bend Prevailing Specifications for Public Works. d. One (1) copy of the City of South Bend Completion Affidavit and one (1) copy of a Final Waiver of Lien. XIV. WARRANTY A. Prevailing Specifications: None B. Additions 1. All Parts shall include the following: a. Performance specifications b. Bill of Materials c. Warranties on all parts d. Installation and safety requirements XV. OTHER UTILITIES Version 2/14/2020 Page - 5 Public Works Quote A. Prevailing Specifications: None B. Additions: 1. The Contractor shall verify the locations of all utilities by contacting Indiana811 by calling 811 (in Indiana) or 1-800-382-5544 (outside of Indiana), or via vwuwuw;;in,cl,i,a,in,a„8.,;...'�,,,,.oirg, at least two (2) working days, not counting Saturdays, Sundays or federal and state holidays before proceeding with construction. It shall also be the Contractor's responsibility to contact any other utility that is not contacted by Indiana811 and verify the utility locations. 2. The Contractor shall be responsible for working with the other utilities, i.e., gas electric, telephone, etc. in order to assure that all utilities that need to be replaced or relocated can be done with a minimum disturbance to service. The Contractor shall also be responsible for coordinating schedules with the various utilities such that they can proceed with their relocation work as efficiently as possible. 3. If the odor of natural gas is detected in a work area at any time during the course of work, the Contractor shall immediately notify NIPSCO at 1-800-634-3524. The Contractor shall also immediately notify the residents of adjacent properties. The Contractor shall advise the residents to evacuate their homes immediately if the odor is present within the dwelling. 4. Restoration of sprinkler systems damaged by the Contractor's operations shall be repaired by the Contractor at no additional cost to the City or the Owner of the system. XVI. MAINTENANCE OF TRAFFIC A. Prevailing Specifications: 2020, INDOT Standard Specifications Sections 105 & 801 B. Additions: 1. Maintenance of traffic during construction shall conform to the "Indiana Manual on Uniform Traffic Control Devices" and the City of South Bend Design and Construction Standards. 2. The attached "Traffic Closure Request" form is to be used for any lane restrictions or closures and required to be filled out and sent to the Department of Public Works 3. The Contractor shall arrange and prosecute the work specified for this contract in such a manner that traffic on existing streets is unrestricted throughout the Project. The Engineer shall approve the method of traffic control. No construction equipment, vehicles, materials, supplies or temporary facilities shall be left unattended in the right-of-way of any street or left parked overnight without proper marking and lighting. 4. After the award of the contract and before beginning the work, the Contractor shall submit his/her/its proposed schedule of operations for the review of the Engineer. The schedule of operations as reviewed by the Engineer shall be maintained at all times. 5. There will be no direct payment for this work. XVII. DESCRIPTION OF WORK A. Prevailing Specifications: None B. Additions 1. Work to be performed shall include furnishing all labor, services, materials, insurance and equipment to provide Liberty Tower Exterior Renovations — Phase II Facade Improvements. Scope includes EFIS work at South Facade (and adjacent East and West Facade), Includes concrete repair above garage entry, exterior painting, Electrical Exterior Lighting, Garage Entry Sign, and Power for Illuminated Garage Entry Signage; located at 213 W Washington Street, South Bend, IN. 2. The Contractor shall preserve and protect all surrounding property, structures, tenants, visitors and their property from damage caused by the Contractor's operations. XVIII. PLANS A. Prevailing Specifications: City of South Bend Design and Construction Standards B. Additions: 1. The plans consist of 8 Sheets. Version 2/14/2020 Page - 6 Public Works Quote 2. The work shall conform to the plans. 3. The drawings are schematic in nature. 4. The CONTRACTOR is responsible for estimating dimensions and quantities of materials. 5. In the event that the Special Provisions and the Plans conflict, the Special Provisions shall govern. Version 2/14/2020 Page - 7 Public Works Quote 6SpUTH 8��d U � d CITY OF SOUTH BEND, INDIANA x�PEACEa CONTRACTOR'S QUOTE FOR PUBLIC WORK 1865 PROJECT NAME: Liberty Tower Exterior Renovation —Phase II PROJECT NO. 120-047 QUOTES DUE September 8, 2020 Date: Address: City/State/Zip: (Must be completed for all quotes. Please type or print) Firm: Telephone Number: Agent of Bidder (if Applicable): Pursuant to notices given, the undersigned offers to furnish labor and/or material necessary to complete the public works project of: the City of South Bend, Indiana, in accordance with plans and specifications prepared by: The City of South Bend, Department of Public Works and dated for the sum of (enter the Total Quote as shown on the Proposal) (Enter Sum of Total Quote plus Alternates shown on Proposal) (Numerical) If alternative quotes apply, the undersigned submits a proposal for each in accordance with the notice. Any addendums attached will be specifically referenced at the applicable page. If additional units of material included in the contract are needed, the cost of units must be the same as that shown in the original contract if accepted by the City of South Bend. If the quote is to be awarded on a unit basis, the itemization of the units shall be shown on a separate attachment. The above quote is accepted this Subject to the following conditions: BOARD OF PUBLIC WORKS Gary A. Gilot, President Elizabeth A. Maradik, Member Joseph R. Molnar, Member Version 2/14/2020 QI ACCEPTANCE day of (Signature) (Printed Name of Person Signing) Therese J. Dorau, Member 20 Jordan V. Gathers, Member Attest: Linda M. Martin, Clerk Page - 8 Public Works Quote When the prospective Contractor is unable to certify to any of the statements below, it shall attach an explanation to this Affidavit. CONTRACTOR'S NON -COLLUSION AND NON -DEBARMENT AFFIDAVIT, CERTIFICATION REGARDING INVESTMENT WITH IRAN, EMPLOYMENT ELIGIBILITY VERIFICATION, NON-DISCRIMINATION COMMITMENT AND CERTIFICATION OF USE OF UNITED STATES STEEL PRODUCTS OR FOUNDRY PRODUCTS STATE OF (Must be completed for all quotes and bids. Please type or print) SS: COUNTY ) The undersigned Contractor, being duly sworn upon his/her/its oath, affirms under the penalties of perjury that: 1. Contractor has not, nor has any other member, representative, or agent of the firm, company, corporation or partnership represented by him, entered into any combination, collusion or agreement with any person relative to the price to be bid by anyone at such letting nor to prevent any person from bidding nor to induce anyone to refrain from bidding, and that this bid is made without reference to any other bid and without any agreement, understanding or combination with any other person in reference to such bidding. Contractor further says that no person or persons, firms, or corporation has, have or will receive directly or indirectly, any rebate, fee, gift, commission or thing of value on account of such sale; and 2. Contractor certifies by submission of this proposal that neither contractor nor any of its principals are presently debarred, suspended, proposed for debarment, declared ineligible, or voluntarily excluded from participation in this transaction by any Federal department or agency; and 3. Contractor has not, nor has any successor to, nor an affiliate of, Contractor, engaged in investment activities in Iran. a. For purposes of this Certification, "Iran" means the government of Iran and any agency or instrumentality of Iran, or as otherwise defined at Ind. Code § 5-22-16.5-5, as amended from time -to -time. b. As provided by Ind. Code § 5-22-16.5-8, as amended from time -to -time, a Contractor is engaged in investment activities in Iran if either: i. Contractor, its successor or its affiliate, provides goods or services of twenty million dollars ($20,000,000) or more in value in the energy sector of Iran; or ii. Contractor, its successor or its affiliate, is a financial institution that extends twenty million dollars ($20,000,000) or more in credit to another person for forty-five (45) days or more, if that person will (1) use the credit to provides goods and services in the energy sector in Iran; and (ii) at the time the financial institution extends credit, is a person identified on list published by the Indiana Department of Administration. Version 2/14/2020 Page - 9 Public Works Quote 4. Contractor does not knowingly employ or contract with an unauthorized alien, nor retain any employee or contract with a person that the Contractor subsequently learns is an unauthorized alien. Contractor agrees that he/she/it shall enroll in and verify the work eligibility status of all of Contractor's newly hired employees through the E-Verify Program as defined by I.C. 22-5-1.7-3. Contractor's documentation of enrollment and participation in the E-Verify Program is included and attached as part of this bid/quote; and 5. Contractor shall require his/her/its subcontractors performing work under this public contract to certify that the subcontractors do not knowingly employ or contract with an unauthorized alien, nor retain any employee or contract with a person that the subcontractor subsequently learns is an unauthorized alien, and that the subcontractor has enrolled in and is participating in the E-Verify Program. The Contractor agrees to maintain this certification throughout the term of the contract with the City of South Bend, and understands that the City may terminate the contract for default if the Contractor fails to cure a breach of this provision no later than thirty (30) days after being notified by the City. 6. Persons, partnerships, corporations, associations, or joint venturers awarded a contract by the City of South Bend through its agencies, boards, or commissions shall not discriminate against any employee or applicant for employment in the performance of a City contract with respect to hire, tenure, terms, conditions, or privileges of employment, or any matter directly or indirectly related to employment because of race, sex, religion, color, national origin, ancestry, age, gender expression, gender identity, sexual orientation or disability that does not affect that person's ability to perform the work. In awarding contracts for the purchase of work, labor, services, supplies, equipment, materials, or any combination of the foregoing including, but not limited to, public works contracts awarded under public bidding laws or other contracts in which public bids are not required by law, the City, its agencies, boards, or commissions may consider the Contractor's good faith efforts to obtain participation by those Contractors certified by the State of Indiana as a Minority Business ("MBE") or as a Women's Business Enterprise ("WBE") as a factor in determining the lowest, responsible, responsive bidder. In no event shall persons or entities seeking the award of a City contract be required to award a subcontract to an MBE/WBE; however, it may not unlawfully discriminate against said WBE/MBE. A finding of a discriminatory practice by the City's MBE/WBE Utilization Board shall prohibit that person or entity from being awarded a City contract for a period of one (1) year from the date of such determination, and such determination may also be grounds for terminating the contact for which the discriminatory practice or noncompliance pertains. 7. The undersigned contractor agrees that the following nondiscrimination commitment shall be made a part of any contract which it may henceforth enter into with the City of South Bend, Indiana or any of its agencies, boards or commissions. Contractor agrees not to discriminate against or intimidate any employee or applicant for employment in the performance of this contract with privileges of employment, or any matter directly or indirectly related to employment, because of race, religion, color, sex, gender expression, gender identity, sexual orientation, handicap, national origin or ancestry. Breach of this provision may be regarded as material breach of contract. Version 2/14/2020 Page - 10 Public Works Quote I, the undersigned bidder or agent as contractor on a public works project, understand my statutory obligations to the use of steel products or foundry products made in the United States (LC. 5-16- 8-1). I hereby certify that I and all subcontractors employed by me for this project will use steel products or foundry products made in the United States on this project if awarded. I understand I have an affirmative duty to notify the City in my bid that my proposal does not include the use of steel products or foundry products made in the United States. I understand it is my sole obligation and responsibility to provide a justification to the City, subject to review and approval, why the cost of United States made steel or foundry products is unreasonable. Prior to award and upon submission of bid which does not use steel products or foundry products made in the United States, the City, through its director of public works, shall make a determination if the price of United States made steel or foundry is unreasonable. I understand that violations hereunder may result in forfeiture of contractual payments. I hereby affirm under the penalties of perjury that the facts and information contained in the foregoing bid for public works are true and correct. Dated this day of , 20 Contractor/Bidder (Firm) Signature of Contractor/Bidder or Its Agent Printed Name and Title Subscribed and sworn to before me this day of , 20 My Commission Expires County of Residence Notary Public Version 2/14/2020 Page - 11 Public Works Quote PROJECT NAME PROJECT NO. QUOTES DUE BASE SCOPE OF WORK QUOTE/PROPOSAL x� ,EA<<, CITY OF SOUTH BEND 1865 Liberty Tower Exterior Renovations — Phase II 120-047 ber 8. 2020 Item No. Description Quantity Unit Unit Price Total Amount EFIS Work and painting at South 1 Fagade (and adjacent East and LS $ West Fagade). Includes concrete repair above garage entry 2 Exterior Fagade Improvements LS $ (electrical power, exterior lighting) 3 Garage Entry Signage LS $ Total Amount of Quote for Base Scope of Work $ ALTERNATE #1 Item No. Description Quantity Unit Unit Price Total Amount 1 2' x 2' roof pavers at South Side LS $ of 7th floor roof Total Amount of Quote for ALTERNATE #1 $ /_1094NZFill 1111:9:3+% Item No. Description Quantity Unit Unit Price Total Amount `Bridge' at 7Th floor roof and 2' x 2' 1 LS $ Rubber Walk Mats Total Amount of Quote for ALTERNATE #2 $ Item No. Description Quantity Unit Unit Price Total Amount 1 2' x 2' roof pavers at North Side of LS $ 7th floor roof Total Amount of Quote for ALTERNATE #3 $ UNIT PRICES Item Description DEDUCT/SF ADD/SF No. 1 2' x 2' Roof Pavers, per SF IFlii1 Version 2/14/2020 Page - 12 Public Works Quote Address: City/State/Zip: Telephone Number: Fax Number: ( ) By (Signature) (Printed Name of Person Signing) Version 2/14/2020 Page - 13 Public Works Quote DIA bi E co z A) 0' CL 0 E O 0 c: CL 2 Q-- a) �5 :2 a- CO LU co i� �5 0 0 E E o C) 0 C: 0 0 0 15 0 U) 0 0 0 0 C) LU co 0 06 CD m z a) -t5 0 co U) C: ,ol CITY OF SOUTH BEND MINORITY AND WOMEN BUSINESS ENTERPRISE INCLUSION PROGRAM PLAN FORM MWBE-2.0 EVIDENCE OF GOOD FAITH EFFORTS This completed form should be included as part of the Bids documents related to City of South Bend Public Works Projects requiring Good Faith Efforts to obtain MWBE participation. Project Number: 120-047 Project Name: L Bidder: Contact Person: Address: City: Tower Exterior Imorovements — Phase II State: Date: Telephone: Zip: Email: To determine whether a bidder has demonstrated good faith efforts to reach the MWBE utilization goals set forth in the City of South Bend Public Works Project Specifications, the City and its agencies, boards, or commissions, REQUIRE ALL of the following Good Faith Efforts as listed in the table below*: EVIDENCE OF GOOD FAITH EFFORTS MWBE LIST(S): The bidder reviewed 1) the City of South Bend's Minority and Women Business Enterprise Inclusion Program Plan; 2) the list of certified MWBEs provided by the City; and 3) the Indiana Department of Administration list of Minority and Women Owned Businesses (both certified and non - certified) found at: http://www.in.gov/idoa/. GOOD FAITH EFFORTS TO OBTAIN MWBE PARTICIPATION The bidder shall initial each item below, as evidence of its good faith efforts to obtain MWBE participation in the awarded contract. I affirm that I reviewed the City of South Bend's Minority and Women Business Enterprise Inclusion Program Plan and the Indiana Department of Administration's certified list of Indiana Minority and Women Business Enterprises, found on their website (http://www.in.gov/idoa). I affirm that I have made good faith efforts to select portions of the contract work to be performed by MWBEs, including, where appropriate, breaking out contract work items into economically feasible units to facilitate MWBE participation. I affirm that I have made good faith efforts to solicit through all reasonable and available means the interest of all MWBEs in the scopes of work of the contract. I affirm that I attended all pre -bid meetings scheduled by the City of South Bend to inform MWBEs of contracting and subcontracting opportunities. I affirm that I advertised in general circulation and/or trade association publications concerning subcontract opportunities and allowed MWBEs reasonable time to respond to such advertisements. I affirm that I performed any and all necessary steps to provide written notices in a manner reasonably calculated to inform MWBEs of subcontracting opportunities and allowed sufficient time for MWBEs to participate effectively. I affirm that I followed up on initial solicitations with interested MWBEs. I affirm that I negotiated with interested MWBEs in good faith, including providing such MWBEs with adequate information about the plans, specifications and other requirements of the subcontract. I affirm that I have made good faith efforts to assist interested MWBEs in obtaining bonding, lines of credit, or insurance as required by the City or the bidder, where appropriate. Version 2/14/2020 Page - 15 Public Works Quote CITY OF SOUTH BEND MINORITY AND WOMEN BUSINESS ENTERPRISE INCLUSION PROGRAM PLAN FORM MWBE-2.0 EVIDENCE OF GOOD FAITH EFFORTS I affirm that I have made good faith efforts to assist interested MWBEs in obtaining necessary equipment, supplies, materials, or related assistances or services, where appropriate. I affirm that I did not reject any MWBEs as unqualified without sound business reasons based on a thorough investigation of their capabilities. CONTRACT RECORDS: The bidder has maintained the following records for each MWBE that has bid on the subcontracting opportunity: 1. Name, address, and telephone number; 2. A description of information provided by the bidder or subcontractor; and 3. A statement of whether an agreement was reached, and if not, why not, including any reasons for concluding that the MWBE was unqualified to perform the job. *Proper demonstration of Good Faith Efforts requires your initials next to all of the above boxes. Any omissions shall be considered grounds for rejection of the bid by the Board of Public Works. The City of South Bend reserves the right to request additional information. Version 2/14/2020 Page - 16 Public Works Quote CITY OF SOUTH BEND MINORITY AND WOMEN BUSINESS ENTERPRISE INCLUSION PROGRAM PLAN FORM MWBE-2.1 MWBE CONTACTED This completed form should be supplied with Bids that pertain to City of South Bend Public Works Projects requiring Good Faith Efforts to contact MWBEs. It is the bidder's sole responsibility to verify whether any listed minority or woman business meets the MWBE qualifications. Attach additional pages if necessary. PAGE OF Project Number: 120-047 MWBE Participation Goal Project Name: Liberty Tower Exterior Improvements — Phase II Bidder: By: (Signature) (Title) (Date) MWBE Firm Owner or Contact at MWBE Firm Telephone: Fax: Email: TYPE OF WORK SOLICITED FOR THIS PROJECT: RESULTS OF CONTACT WITH THE MWBE FIRM: MWBE Firm Owner or Contact at MWBE Firm Telephone: Fax: Email: TYPE OF WORK SOLICITED FOR THIS PROJECT: RESULTS OF CONTACT WITH THE MWBE FIRM: Version 2/14/2020 Page - 17 Public Works Quote Liberty Tower Exterior Renovations - Ph 2 South Bend, Indiana SECTION 012000 - PRICE AND PAYMENT PROCEDURES PART 1 GENERAL 1.1 SECTION INCLUDES © Copyright, Kil Architecture / Planning September 2020 A. Procedures for preparation and submittal of applications for progress payments. B. Documentation of changes in Contract Sum and Contract Time. C. Change procedures. D. Procedures for preparation and submittal of application for final payment. 1.2 SCHEDULE OF VALUES A. Use Schedule of Values Form: AIA G703, edition stipulated in the Agreement. B. Electronic media printout including equivalent information will be considered in lieu of standard form specified; submit draft to Architect for approval. C. Forms filled out by hand will not be accepted. D. Submit Schedule of Values in duplicate within 15 days after date of Owner -Contractor Agreement. E. Format: Utilize the Table of Contents of this Project Manual. Identify each line item with number and title of the specification section. Identify site mobilization. F. Include in each line item, the amount of Allowances specified in this section. For unit cost Allowances, identify quantities taken from Contract Documents multiplied by the unit cost to achieve the total for the item. G. Revise schedule to list approved Change Orders, with each Application For Payment. 1.3 APPLICATIONS FOR PROGRESS PAYMENTS A. Payment Period: Submit at intervals stipulated in the Agreement. B. Use Form AIA G702 and Form AIA G703, edition stipulated in the Agreement. C. Forms filled out by hand will not be accepted. D. Execute certification by signature of authorized officer. E. Use data from approved Schedule of Values. Provide dollar value in each column for each line item for portion of work performed and for stored products. F. List each authorized Change Order as a separate line item, listing Change Order number and dollar amount as for an original item of work. G. Submit one electronic and no hard -copies of each Application for Payment. PRICE AND PAYMENT 01 2000 - 1 PROCEDURES Liberty Tower Exterior Renovations - Ph 2 South Bend, Indiana 1.4 MODIFICATION PROCEDURES © Copyright, Kil Architecture / Planning September 2020 A. For minor changes not involving an adjustment to the Contract Sum or Contract Time, Architect will issue instructions directly to Contractor. B. For other required changes, Architect will issue a document signed by Owner instructing Contractor to proceed with the change, for subsequent inclusion in a Change Order. 1. The document will describe the required changes and will designate method of determining any change in Contract Sum or Contract Time. 2. Promptly execute the change. C. For changes for which advance pricing is desired, Architect will issue a document that includes a detailed description of a proposed change with supplementary or revised drawings and specifications, a change in Contract Time for executing the change . Contractor shall prepare and submit a fixed price quotation within seven days. D. Contractor may propose a change by submitting a request for change to Architect, describing the proposed change and its full effect on the work, with a statement describing the reason for the change, and the effect on the Contract Sum and Contract Time with full documentation. Document any requested substitutions in accordance with Section 016000. E. Computation of Change in Contract Amount: As specified in the Agreement and Conditions of the Contract. F. Substantiation of Costs: Provide full information required for evaluation. I. Provide the following data: a. Quantities of products, labor, and equipment. b. Taxes, insurance, and bonds. C. Overhead and profit. d. Justification for any change in Contract Time. e. Credit for deletions from Contract, similarly documented. 2. Support each claim for additional costs with additional information: a. Origin and date of claim. b. Dates and times work was performed, and by whom. C. Time records and wage rates paid. d. Invoices and receipts for products, equipment, and subcontracts, similarly documented. 3. For Time and Material work, submit itemized account and supporting data after completion of change, within time limits indicated in the Conditions of the Contract. G. Execution of Change Orders: Architect will issue Change Orders for signatures of parties as provided in the Conditions of the Contract. H. After execution of Change Order, promptly revise Schedule of Values and Application for Payment forms to record each authorized Change Order as a separate line item and adjust the Contract Sum. I. Promptly revise progress schedules to reflect any change in Contract Time, revise sub -schedules to adjust times for other items of work affected by the change, and resubmit. PRICE AND PAYMENT 01 2000 - 2 PROCEDURES Liberty Tower Exterior Renovations - Ph 2 South Bend, Indiana 1.5 APPLICATION FOR FINAL PAYMENT © Copyright, Kil Architecture / Planning September 2020 A. Prepare Application for Final Payment as specified for progress payments, identifying total adjusted Contract Sum, previous payments, and sum remaining due. B. Application for Final Payment will not be considered until the following have been accomplished: 1. All closeout procedures specified in Section 01 7000. PART 2 PRODUCTS - Not Used PART 3 EXECUTION - Not Used END OF SECTION PRICE AND PAYMENT 01 2000 - 3 PROCEDURES Liberty Tower Exterior Renovations - Ph 2 South Bend, Indiana SECTION 012200 - UNIT PRICES PART 1 GENERAL 1.1 SECTION INCLUDES © Copyright, Kil Architecture / Planning September 2020 A. Measurement and payment criteria applicable to Work performed under a unit price payment method. 1.2 COSTS INCLUDED A. Unit Prices included on the Bid Form shall include full compensation for all required labor, products, tools, equipment, plant, transportation, services and incidentals; erection, application or installation of an item of the Work; overhead and profit. 1.3 MEASUREMENT OF QUANTITIES A. Measurement methods delineated in the individual specification sections complement the criteria of this section. B. Take all measurements and compute quantitites. Measurements and quantities will be verified by the City of South Bend Department of Public Works. C. Assist by providing necessary equipment, workers, and survey personnel as required. 1.4 PAYMENT A. Payment for Work governed by unit prices will be made on the basis of the actual measurements and quantities of Work that is incorporated in or made necessary by the Work and accepted by the Department of Public Works, multiplied by the unit price. B. Payment will not be made for any of the following: 1. Products wasted or disposed of in a manner that is not acceptable. 2. Products determined as unacceptable before or after placement. 3. Products not completely unloaded from the transporting vehicle. 4. Products placed beyond the lines and levels of the required Work. 5. Products remaining on hand after completion of the Work. 6. Loading, hauling, and disposing of rejected Products. 1.5 DEFECT ASSESSMENT A. Replace Work, or portions of the Work, not complying with specified requirements. B. If, in the opinion of Owner, it is not practical to remove and replace the Work, Owner will direct one of the following remedies: 1. The defective Work may remain, but the unit price will be adjusted to a new unit price at the discretion of Owner. UNIT PRICES 01 2200 - 1 Liberty Tower Exterior Renovations - Ph 2 © Copyright, Kil Architecture / Planning South Bend, Indiana September 2020 2. The defective Work will be partially repaired to the instructions of the Owner, and the unit price will be adjusted to a new unit price at the discretion of Owner. C. The individual specification sections may modify these options or may identify a specific formula or percentage price reduction. PART 2 PRODUCTS - Not Used PART 3 EXECUTION - Not Used END OF SECTION UNIT PRICES 01 2200 - 2 Liberty Tower Exterior Renovations - Ph 2 South Bend, Indiana SECTION 012500 - SUBSTITUTION PROCEDURES PART 1 GENERAL 1.1 SECTION INCLUDES A. Procedural requirements for proposed substitutions. 1.2 DEFINITIONS © Copyright, Kil Architecture / Planning September 2020 A. Substitutions: Changes from Contract Documents requirements proposed by Contractor to materials, products, assemblies, and equipment. 1. Substitutions for Cause: Proposed due to changed Project circumstances beyond Contractor's control. a. Unavailability. 2. Substitutions for Convenience: Proposed due to possibility of offering substantial advantage to the Project. PART 2 PRODUCTS - NOT USED PART 3 EXECUTION 3.1 GENERAL REQUIREMENTS A. A Substitution Request for products, assemblies, materials, and equipment constitutes a representation that the submitter: 1. Has investigated proposed product and determined that it meets or exceeds the quality level of the specified product, equipment, assembly, or system. 2. Agrees to provide the same warranty for the substitution as for the specified product. 3. Agrees to provide same or equivalent maintenance service and source of replacement parts, as applicable. 4. Agrees to coordinate installation and make changes to other work that may be required for the work to be complete, with no additional cost to Owner. 5. Waives claims for additional costs or time extension that may subsequently become apparent. 6. Agrees to reimburse Owner and Architect for review or redesign services associated with re -approval by authorities. B. Document each request with complete data substantiating compliance of proposed substitution with Contract Documents. Burden of proof is on proposer. 1. Note explicitly any non -compliant characteristics. C. Content: Include information necessary for tracking the status of each Substitution Request, and information necessary to provide an actionable response. 1. Forms indicated in the Project Manual are adequate for this purpose, and must be used. SUBSTITUTION PROCEDURES 01 2500 - 1 Liberty Tower Exterior Renovations - Ph 2 © Copyright, Kil Architecture / Planning South Bend, Indiana September 2020 D. Limit each request to a single proposed substitution item. 3.2 SUBSTITUTION PROCEDURES DURING PROCUREMENT A. Instructions to Bidders specifies time restrictions for submitting requests for substitutions during the bidding period, and the documents required. B. Submittal Form (before award of contract): 3.3 RESOLUTION A. Architect may request additional information and documentation prior to rendering a decision. Provide this data in an expeditious manner. B. Architect will notify Contractor in writing of decision to accept or reject request. Architect's decision following review of proposed substitution will be noted on the submitted form. 3.4 ACCEPTANCE A. Accepted substitutions change the work of the Project. They will be documented and incorporated into work of the project by Change Order, Construction Change Directive, Architectural Supplementary Instructions, or similar instruments provided for in the Conditions of the Contract. 3.5 CLOSEOUT ACTIVITIES A. See Section 017800 - Closeout Submittals, for closeout submittals. B. Include completed Substitution Request Forms as part of the Project record. Include both approved and rejected Requests. END OF SECTION SUBSTITUTION PROCEDURES 01 2500 - 2 Liberty Tower Exterior Renovations - Ph 2 South Bend, Indiana SECTION O1 3000 - ADMINISTRATIVE REQUIREMENTS PART 1 GENERAL 1.1 SECTION INCLUDES © Copyright, Kil Architecture / Planning September 2020 A. General administrative requirements. B. Preconstruction meeting. C. Progress meetings. D. Construction progress schedule. E. Submittals for review, information, and project closeout. F. Number of copies of submittals. G. Requests for Interpretation (RFI) procedures. H. Submittal procedures. 1.2 RELATED REQUIREMENTS A. Section 016000 - Product Requirements: General product requirements. B. Section 017000 - Execution and Closeout Requirements: Additional coordination requirements. 1.3 GENERAL ADMINISTRATIVE REQUIREMENTS A. Comply with requirements of Section 01 7000 - Execution and Closeout Requirements for coordination of execution of administrative tasks with timing of construction activities. B. Make the following types of submittals to Architect: 1. Requests for Interpretation (RFI). 2. Requests for substitution. 3. Shop drawings, product data, and samples. 4. Test and inspection reports. 5. Design data. 6. Manufacturer's instructions and field reports. 7. Applications for payment and change order requests. 8. Progress schedules. 9. Correction Punch List and Final Correction Punch List for Substantial Completion. 10. Closeout submittals. ADMINISTRATIVE 01 3000 - 1 REQUIREMENTS Liberty Tower Exterior Renovations - Ph 2 South Bend, Indiana PART 2 PRODUCTS - Not Used PART 3 EXECUTION 3.1 PRECONSTRUCTION MEETING © Copyright, Kil Architecture / Planning September 2020 A. Architect will schedule a meeting after Notice of Award. B. Attendance Required: 1. Owner. 2. Architect. 3. Contractor. C. Agenda: 1. Execution of Owner -Contractor Agreement. 2. Submission of executed bonds and insurance certificates. 3. Distribution of Contract Documents. 4. Submission of list of subcontractors, list of products, schedule of values, and progress schedule. 5. Designation of personnel representing the parties to Contract and Architect. 6. Procedures and processing of field decisions, submittals, substitutions, applications for payments, proposal request, Change Orders, and Contract closeout procedures. 7. Scheduling. D. Record minutes and distribute copies within two days after meeting to participants, with two copies to Architect, Owner, participants, and those affected by decisions made. 3.2 PROGRESS MEETINGS A. Schedule and administer meetings throughout progress of the work at maximum bi-monthly intervals. B. Make arrangements for meetings, prepare agenda with copies for participants, preside at meetings. C. Attendance Required: 1. Contractor. 2. Owner. 3. Architect. 4. Contractor's superintendent. 5. Major subcontractors. D. Agenda: 1. Review minutes of previous meetings. 2. Review of work progress. 3. Field observations, problems, and decisions. ADMINISTRATIVE 01 3000 - 2 REQUIREMENTS Liberty Tower Exterior Renovations - Ph 2 South Bend, Indiana © Copyright, Kil Architecture / Planning September 2020 4. Identification of problems that impede, or will impede, planned progress. 5. Review of submittals schedule and status of submittals. 6. Review of RFIs log and status of responses. 7. Maintenance of progress schedule. 8. Corrective measures to regain projected schedules. 9. Planned progress during succeeding work period. 10. Maintenance of quality and work standards. 11. Effect of proposed changes on progress schedule and coordination. 12. Other business relating to work. E. Record minutes and distribute copies within two days after meeting to participants, with two copies to Architect, Owner, participants, and those affected by decisions made. 3.3 CONSTRUCTION PROGRESS SCHEDULE A. Within 10 days after date of the Agreement, submit preliminary schedule defining planned operations for the first 60 days of work, with a general outline for remainder of work. B. If preliminary schedule requires revision after review, submit revised schedule within 10 days. C. Within 20 days after review of preliminary schedule, submit draft of proposed complete schedule for review. 1. Include written certification that major contractors have reviewed and accepted proposed schedule. D. Within 10 days after joint review, submit complete schedule. E. Submit updated schedule with each Application for Payment. 3.4 SUBMITTALS FOR REVIEW A. When the following are specified in individual sections, submit them for review: 1. Product data. 2. Shop drawings. 3. Samples for selection. 4. Samples for verification. B. Submit to Architect for review for the limited purpose of checking for compliance with information given and the design concept expressed in Contract Documents. C. Samples will be reviewed for aesthetic, color, or finish selection. D. After review, provide copies and distribute in accordance with SUBMITTAL PROCEDURES article below and for record documents purposes described in Section 01 7800 - Closeout Submittals. 3.5 SUBMITTALS FOR INFORMATION A. When the following are specified in individual sections, submit them for information: ADMINISTRATIVE 01 3000 - 3 REQUIREMENTS Liberty Tower Exterior Renovations - Ph 2 South Bend, Indiana 1. Design data. 2. Certificates. 3. Test reports. 4. Inspection reports. 5. Manufacturer's instructions. 6. Manufacturer's field reports. 7. Other types indicated. © Copyright, Kil Architecture / Planning September 2020 B. Submit for Architect's knowledge as contract administrator or for Owner. 3.6 SUBMITTALS FOR PROJECT CLOSEOUT A. Submit Correction Punch List for Substantial Completion. B. Submit Final Correction Punch List for Substantial Completion. C. When the following are specified in individual sections, submit them at project closeout in compliance with requirements of Section 017800 - Closeout Submittals: 1. Project record documents. 2. Operation and maintenance data. 3. Warranties. 4. Bonds. 5. Other types as indicated. D. Submit for Owner's benefit during and after project completion. 3.7 NUMBER OF COPIES OF SUBMITTALS A. Electronic Documents: Submit one electronic copy in PDF format; an electronically -marked up file will be returned. Create PDFs at native size and right -side up; illegible files will be rejected. B. Extra Copies at Project Closeout: See Section 01 7800. C. Samples: Submit the number specified in individual specification sections; one of which will be retained by Architect. 1. After review, produce duplicates. 2. Retained samples will not be returned to Contractor unless specifically so stated. 3.8 SUBMITTAL PROCEDURES A. General Requirements: 1. Identify: Project; Contractor; subcontractor or supplier; pertinent drawing and detail number; and specification section number and article/paragraph, as appropriate on each copy. 2. Apply Contractor's stamp, signed or initialed certifying that review, approval, verification of products required, field dimensions, adjacent construction work, and ADMINISTRATIVE 01 3000 - 4 REQUIREMENTS Liberty Tower Exterior Renovations - Ph 2 South Bend, Indiana © Copyright, Kil Architecture / Planning September 2020 coordination of information is in accordance with the requirements of the work and Contract Documents. a. Submittals from sources other than the Contractor, or without Contractor's stamp will not be acknowledged, reviewed, or returned. 3. Schedule submittals to expedite the Project, and coordinate submission of related items. a. For each submittal for review, allow 15 days excluding delivery time to and from the Contractor. b. For sequential reviews involving Architect's consultants, Owner, or another affected party, allow an additional 7 days. C. For sequential reviews involving approval from authorities having jurisdiction (AHJ), in addition to Architect's approval, allow an additional 30 days. 4. Identify variations from Contract Documents and product or system limitations that may be detrimental to successful performance of the completed work. 5. Provide space for Contractor and Architect review stamps. 6. When revised for resubmission, identify all changes made since previous submission. 7. Distribute reviewed submittals. Instruct parties to promptly report inability to comply with requirements. 8. Incomplete submittals will not be reviewed, unless they are partial submittals for distinct portion(s) of the work, and have received prior approval for their use. 9. Submittals not requested will be recognized, and will be returned "Not Reviewed", B. Product Data Procedures: 1. Submit only information required by individual specification sections. 2. Collect required information into a single submittal. 3. Submit concurrently with related shop drawing submittal. 4. Do not submit (Material) Safety Data Sheets for materials or products. C. Shop Drawing Procedures: 1. Prepare accurate, drawn -to -scale, original shop drawing documentation by interpreting Contract Documents and coordinating related work. 2. Generic, non -project -specific information submitted as shop drawings do not meet the requirements for shop drawings. D. Samples Procedures: 1. Transmit related items together as single package. 2. Identify each item to allow review for applicability in relation to shop drawings showing installation locations. 3.9 SUBMITTAL REVIEW A. Submittals for Review: Architect will review each submittal, and approve, or take other appropriate action. B. Submittals for Information: Architect will acknowledge receipt and review. See below for actions to be taken. C. Architect's actions will be reflected by marking each returned submittal using virtual stamp on electronic submittals. ADMINISTRATIVE 01 3000 - 5 REQUIREMENTS Liberty Tower Exterior Renovations - Ph 2 South Bend, Indiana (G Copyright, Kil Architecture / Planning September 2020 1. Notations may be made directly on submitted items and/or listed on appended Submittal Review cover sheet. D. Architect's and consultants' actions on items submitted for review: 1. Authorizing purchasing, fabrication, delivery, and installation: a. "Approved", or language with same legal meaning. b. "Approved as Noted, Resubmission not required", or language with same legal meaning. 1) At Contractor's option, submit corrected item, with review notations acknowledged and incorporated. C. "Approved as Noted, Resubmit for Record", or language with same legal meaning. 1) Resubmit corrected item, with review notations acknowledged and incorporated. Resubmit separately, or as part of project record documents. 2. Not Authorizing fabrication, delivery, and installation: a. "Revise and Resubmit". 1) Resubmit revised item, with review notations acknowledged and incorporated. b. "Rejected". 1) Submit item complying with requirements of Contract Documents. E. Architect's and consultants' actions on items submitted for information: 1. Items for which no action was taken: a. "Received" - to notify the Contractor that the submittal has been received for record only. 2. Items for which action was taken: a. "Reviewed" - no further action is required from Contractor. END OF SECTION ADMINISTRATIVE 01 3000 - 6 REQUIREMENTS Liberty Tower Exterior Renovations - Ph 2 South Bend, Indiana © Copyright, Kil Architecture / Planning September 2020 SECTION 01 5000 - TEMPORARY FACILITIES AND CONTROLS PART 1 GENERAL 1.1 SECTION INCLUDES A. Temporary sanitary facilities. B. Temporary Controls: Barriers, enclosures, and fencing. C. Security requirements. D. Waste removal facilities and services. E. Project identification sign. F. Field offices. 1.2 TEMPORARY SANITARY FACILITIES A. Provide and maintain required facilities and enclosures. Provide at time of project mobilization. B. Maintain daily in clean and sanitary condition. 1.3 BARRIERS A. Provide barriers to prevent unauthorized entry to construction areas, to prevent access to areas that could be hazardous to workers or the public and to protect existing facilities and adjacent properties from damage from construction operations and demolition. B. Provide barricades and covered walkways required by governing authorities for public rights -of -way and for public access to existing building. C. Provide protection for plants designated to remain. Replace damaged plants. D. Protect non -owned vehicular traffic, stored materials, site, and structures from damage. 1.4 FENCING A. Construction: Contractor's option. B. Provide 6 foot high fence around construction site; equip with vehicular and pedestrian gates with locks. 1.5 SECURITY - SEE SECTION 01 3553 A. Provide security and facilities to protect Work, existing facilities, and Owner's operations from unauthorized entry, vandalism, or theft. TEMPORARY FACILITIES AND 01 5000 - 1 CONTROLS Liberty Tower Exterior Renovations - Ph 2 South Bend, Indiana B. Coordinate with Owner's security program. 1.6 VEHICULAR ACCESS AND PARKING © Copyright, Kil Architecture / Planning September 2020 A. Comply with regulations relating to use of streets and sidewalks, access to emergency facilities, and access for emergency vehicles. B. Coordinate access and haul routes with governing authorities and Owner. C. Provide and maintain access to fire hydrants, free of obstructions. D. Provide temporary parking areas to accommodate construction personnel. When site space is not adequate, provide additional off -site parking. E. Existing parking areas located at the 2nd through 5th floor garage may be used for construction parking. 1.7 WASTE REMOVAL A. See Section 01 7419 - Construction Waste Management and Disposal, for additional requirements. B. Provide waste removal facilities and services as required to maintain the site in clean and orderly condition. C. Provide containers with lids. Remove trash from site periodically. D. If materials to be recycled or re -used on the project must be stored on -site, provide suitable non-combustible containers; locate containers holding flammable material outside the structure unless otherwise approved by the authorities having jurisdiction. E. Open free -fall chutes are not permitted. Terminate closed chutes into appropriate containers with lids. 1.8 PROJECT IDENTIFICATION A. Provide project identification sign of design and construction indicated on drawings. B. Provide 4 ft. x 8 ft. project identification sign on 3/4" marine grade plywood. Design shall be provided by Architect. C. Erect on site at location established by Architect. D. No other signs are allowed without Owner permission except those required by law. 1.9 FIELD OFFICES A. Provide field office in existing undeveloped space in building at location indicated by Owner. B. Provide space for Project meetings, with table and chairs to accommodate 6 persons. TEMPORARY FACILITIES AND 01 5000 - 2 CONTROLS Liberty Tower Exterior Renovations - Ph 2 © Copyright, Kil Architecture / Planning South Bend, Indiana September 2020 1.10 REMOVAL OF UTILITIES, FACILITIES, AND CONTROLS A. Remove temporary utilities, equipment, facilities, materials, prior to Date of Substantial Completion inspection. B. Remove underground installations to a minimum depth of 2 feet. Grade site as indicated. C. Clean and repair damage caused by installation or use of temporary work. D. Restore existing facilities used during construction to original condition. E. Restore new permanent facilities used during construction to specified condition. PART 2 PRODUCTS - Not Used PART 3 EXECUTION - Not Used END OF SECTION TEMPORARY FACILITIES AND 01 5000 - 3 CONTROLS Liberty Tower Exterior Renovations - Ph 2 South Bend, Indiana © Copyright, Kil Architecture / Planning September 2020 SECTION 01 7000 - EXECUTION AND CLOSEOUT REQUIREMENTS PART 1 GENERAL 1.1 SECTION INCLUDES A. Examination, preparation, and general installation procedures. B. Requirements for alterations work, including selective demolition. C. Cutting and patching. D. Cleaning and protection. E. Closeout procedures, including Contractor's Correction Punch List, except payment procedures. 1.2 SUBMITTALS A. See Section 013000 - Administrative Requirements, for submittal procedures. B. Cutting and Patching: Submit written request in advance of cutting or alteration that affects: 1. Structural integrity of any element of Project. 2. Integrity of weather exposed or moisture resistant element. 3. Efficiency, maintenance, or safety of any operational element. 4. Visual qualities of sight exposed elements. 5. Work of Owner or separate Contractor. 1.3 QUALIFICATIONS A. For surveying work, employ a land surveyor registered in the State in which the Project is located and acceptable to Architect. Submit evidence of surveyor's Errors and Omissions insurance coverage in the form of an Insurance Certificate. Employ only individual(s) trained and experienced in collecting and recording accurate data relevant to ongoing construction activities, B. For field engineering, employ a professional engineer of the discipline required for specific service on Project, licensed in the State in which the Project is located. Employ only individual(s) trained and experienced in establishing and maintaining horizontal and vertical control points necessary for laying out construction work on project of similar size, scope and/or complexity. 1.4 COORDINATION A. Coordinate scheduling, submittals, and work of the various sections of the Project Manual to ensure efficient and orderly sequence of installation of interdependent construction elements, with provisions for accommodating items installed later. B. Notify affected utility companies and comply with their requirements. EXECUTION AND CLOSEOUT 01 7000 - 1 REQUIREMENTS Liberty Tower Exterior Renovations - Ph 2 South Bend, Indiana © Copyright, Kil Architecture / Planning September 2020 C. Verify that utility requirements and characteristics of new operating equipment are compatible with building utilities. Coordinate work of various sections having interdependent responsibilities for installing, connecting to, and placing in service, such equipment. D. Coordinate space requirements, supports, and installation of mechanical and electrical work that are indicated diagrammatically on drawings. Follow routing indicated for pipes, ducts, and conduit, as closely as practicable; place runs parallel with lines of building. Utilize spaces efficiently to maximize accessibility for other installations, for maintenance, and for repairs. E. In finished areas except as otherwise indicated, conceal pipes, ducts, and wiring within the construction. Coordinate locations of fixtures and outlets with finish elements. F. Coordinate completion and clean-up of work of separate sections. G. After Owner occupancy of premises, coordinate access to site for correction of defective work and work not in accordance with Contract Documents, to minimize disruption of Owner's activities. PART 2 PRODUCTS 2.1 PATCHING MATERIALS A. New Materials: As specified in product sections; match existing products and work for patching and extending work. B. Type and Quality of Existing Products: Determine by inspecting and testing products where necessary, referring to existing work as a standard. C. Product Substitution: For any proposed change in materials, submit request for substitution described in Section 01 6000 - Product Requirements. PART 3 EXECUTION 3.1 EXAMINATION A. Verify that existing site conditions and substrate surfaces are acceptable for subsequent work. Start of work means acceptance of existing conditions. B. Verify that existing substrate is capable of structural support or attachment of new work being applied or attached. C. Examine and verify specific conditions described in individual specification sections. D. Take field measurements before confirming product orders or beginning fabrication, to minimize waste due to over -ordering or misfabrication. E. Verify that utility services are available, of the correct characteristics, and in the correct locations. EXECUTION AND CLOSEOUT 01 7000 - 2 REQUIREMENTS Liberty Tower Exterior Renovations - Ph 2 South Bend, Indiana © Copyright, Kil Architecture / Planning September 2020 F. Prior to Cutting: Examine existing conditions prior to commencing work, including elements subject to damage or movement during cutting and patching. After uncovering existing work, assess conditions affecting performance of work. Beginning of cutting or patching means acceptance of existing conditions. 3.2 PREPARATION A. Clean substrate surfaces prior to applying next material or substance. B. Seal cracks or openings of substrate prior to applying next material or substance. C. Apply manufacturer required or recommended substrate primer, sealer, or conditioner prior to applying any new material or substance in contact or bond. 3.3 GENERAL INSTALLATION REQUIREMENTS A. Install products as specified in individual sections, in accordance with manufacturer's instructions and recommendations, and so as to avoid waste due to necessity for replacement. B. Make vertical elements plumb and horizontal elements level, unless otherwise indicated. C. Install equipment and fittings plumb and level, neatly aligned with adjacent vertical and horizontal lines, unless otherwise indicated. D. Make consistent texture on surfaces, with seamless transitions, unless otherwise indicated. E. Make neat transitions between different surfaces, maintaining texture and appearance. 3.4 ALTERATIONS A. Drawings showing existing construction and utilities are based on casual field observation and existing record documents only. 1. Verify that construction and utility arrangements are as indicated. 2. Report discrepancies to Architect before disturbing existing installation. 3. Beginning of alterations work constitutes acceptance of existing conditions. B. Remove existing work as indicated and as required to accomplish new work. 1. Remove items indicated on drawings. 2. Relocate items indicated on drawings. 3. Where new surface finishes are to be applied to existing work, perform removals, patch, and prepare existing surfaces as required to receive new finish; remove existing finish if necessary for successful application of new finish. 4. Where new surface finishes are not specified or indicated, patch holes and damaged surfaces to match adjacent finished surfaces as closely as possible. C. Protect existing work to remain. 1. Prevent movement of structure; provide shoring and bracing if necessary. 2. Perform cutting to accomplish removals neatly and as specified for cutting new work. 3. Repair adjacent construction and finishes damaged during removal work. EXECUTION AND CLOSEOUT 01 7000 - 3 REQUIREMENTS Liberty Tower Exterior Renovations - Ph 2 © Copyright, Kil Architecture / Planning South Bend, Indiana September 2020 D. Adapt existing work to fit new work: Make as neat and smooth transition as possible. E. Patching: Where the existing surface is not indicated to be refinished, patch to match the surface finish that existed prior to cutting. Where the surface is indicated to be refinished, patch so that the substrate is ready for the new finish. F. Refinish existing surfaces as indicated: 1. Where rooms or spaces are indicated to be refinished, refinish all visible existing surfaces to remain to the specified condition for each material, with a neat transition to adjacent finishes. 2. If mechanical or electrical work is exposed accidentally during the work, re-cover and refinish to match. G. Clean existing systems and equipment. H. Remove demolition debris and abandoned items from alterations areas and dispose of off -site; do not burn or bury. I. Do not begin new construction in alterations areas before demolition is complete. J. Comply with all other applicable requirements of this section. 3.5 CUTTING AND PATCHING A. Whenever possible, execute the work by methods that avoid cutting or patching. B. See Alterations article above for additional requirements. C. Perform whatever cutting and patching is necessary to: 1. Complete the work. 2. Fit products together to integrate with other work. 3. Provide openings for penetration of mechanical, electrical, and other services. 4. Match work that has been cut to adjacent work. 5. Repair areas adjacent to cuts to required condition. 6. Repair new work damaged by subsequent work. 7. Remove samples of installed work for testing when requested. 8. Remove and replace defective and non -complying work. D. Execute work by methods that avoid damage to other work and that will provide appropriate surfaces to receive patching and finishing. In existing work, minimize damage and restore to original condition. E. Employ original installer to perform cutting for weather exposed and moisture resistant elements, and sight exposed surfaces. F. Cut rigid materials using masonry saw or core drill. Pneumatic tools not allowed without prior approval. G. Restore work with new products in accordance with requirements of Contract Documents. H. Fit work air tight to pipes, sleeves, ducts, conduit, and other penetrations through surfaces. EXECUTION AND CLOSEOUT 01 7000 - 4 REQUIREMENTS Liberty Tower Exterior Renovations - Ph 2 © Copyright, Kil Architecture / Planning South Bend, Indiana September 2020 L At penetrations of fire rated walls, partitions, ceiling, or floor construction, completely seal voids with fire rated material in accordance with Section 07 8400, to full thickness of the penetrated element. Patching: 1. Finish patched surfaces to match finish that existed prior to patching. On continuous surfaces, refinish to nearest intersection or natural break. For an assembly, refinish entire unit. 2. Match color, texture, and appearance. Repair patched surfaces that are damaged, lifted, discolored, or showing other imperfections due to patching work. If defects are due to condition of substrate, repair substrate prior to repairing finish. 3.6 PROGRESS CLEANING A. Maintain areas free of waste materials, debris, and rubbish. Maintain site in a clean and orderly condition. B. Remove debris and rubbish from pipe chases, plenums, attics, crawl spaces, and other closed or remote spaces, prior to enclosing the space. C. Broom and vacuum clean interior areas prior to start of surface finishing, and continue cleaning to eliminate dust. D. Collect and remove waste materials, debris, and trash/rubbish from site periodically and dispose off -site; do not burn or bury. 3.7 PROTECTION OF INSTALLED WORK A. Protect installed work from damage by construction operations. B. Provide special protection where specified in individual specification sections. C. Provide temporary and removable protection for installed products. Control activity in immediate work area to prevent damage. D. Provide protective coverings at walls, projections, jambs, sills, and soffits of openings. E. Protect finished floors, stairs, and other surfaces from traffic, dirt, wear, damage, or movement of heavy objects, by protecting with durable sheet materials. F. Prohibit traffic or storage upon waterproofed or roofed surfaces. If traffic or activity is necessary, obtain recommendations for protection from waterproofing or roofing material manufacturer. G. Remove protective coverings when no longer needed; reuse or recycle coverings if possible. 3.8 ADJUSTING A. Adjust operating products and equipment to ensure smooth and unhindered operation. EXECUTION AND CLOSEOUT 01 7000 - 5 REQUIREMENTS Liberty Tower Exterior Renovations - Ph 2 South Bend, Indiana 3.9 FINAL CLEANING © Copyright, Kil Architecture / Planning September 2020 A. Use cleaning materials that are nonhazardous. B. Clean interior and exterior glass, surfaces exposed to view; remove temporary labels, stains and foreign substances, polish transparent and glossy surfaces, vacuum carpeted and soft surfaces. C. Remove all labels that are not permanent. Do not paint or otherwise cover fire test labels or nameplates on mechanical and electrical equipment. D. Clean equipment and fixtures to a sanitary condition with cleaning materials appropriate to the surface and material being cleaned. E. Clean filters of operating equipment. F. Clean debris from roofs, area drains, and drainage systems. G. Clean site; sweep paved areas, rake clean landscaped surfaces. H. Remove waste, surplus materials, trash/rubbish, and construction facilities from the site; dispose of in legal manner; do not burn or bury. 3.10 CLOSEOUT PROCEDURES A. Make submittals that are required by governing or other authorities. B. Accompany Project Coordinator on preliminary inspection to determine items to be listed for completion or correction in the Contractor's Correction Punch List for Contractor's Notice of Substantial Completion. C. Notify Architect when work is considered ready for Architect's Substantial Completion inspection. D. Submit written certification containing Contractor's Correction Punch List, that Contract Documents have been reviewed, work has been inspected, and that work is complete in accordance with Contract Documents and ready for Architect's Substantial Completion inspection. E. Conduct Substantial Completion inspection and create Final Correction Punch List containing Architect's and Contractor's comprehensive list of items identified to be completed or corrected and submit to Architect. F. Correct items of work listed in Final Correction Punch List and comply with requirements for access to Owner -occupied areas. G. Notify Architect when work is considered finally complete and ready for Architect's Substantial Completion final inspection. H. Complete items of work determined by Architect listed in executed Certificate of Substantial Completion. END OF SECTION EXECUTION AND CLOSEOUT 01 7000 - 6 REQUIREMENTS Liberty Tower Exterior Renovations - Ph 2 South Bend, Indiana © Copyright, Kil Architecture / Planning September 2020 EXECUTION AND CLOSEOUT REQUIREMENTS 01 7000 - 7 Liberty Tower Exterior Renovations - Ph 2 South Bend, Indiana SECTION 02 4100 - DEMOLITION PART 3 EXECUTION © Copyright, Kil Architecture / Planning September 2020 1.1 GENERAL PROCEDURES AND PROJECT CONDITIONS A. Comply with applicable codes and regulations for demolition operations and safety of adjacent structures and the public. 1. Obtain required permits. 2. Take precautions to prevent catastrophic or uncontrolled collapse of structures to be removed; do not allow worker or public access within range of potential collapse of unstable structures. 3. Provide, erect, and maintain temporary barriers and security devices. 4. Conduct operations to minimize effects on and interference with adjacent structures and occupants. 5. Do not close or obstruct roadways or sidewalks without permit. 6. Conduct operations to minimize obstruction of public and private entrances and exits; do not obstruct required exits at any time; protect persons using entrances and exits from removal operations. 7. Obtain written permission from owners of adjacent properties when demolition equipment will traverse, infringe upon or limit access to their property. B. Do not begin removal until receipt of notification to proceed from Owner. C. Protect existing structures and other elements that are not to be removed. 1. Provide bracing and shoring. 2. Prevent movement or settlement of adjacent structures. 3. Stop work immediately if adjacent structures appear to be in danger. 1.2 DEBRIS AND WASTE REMOVAL A. Remove debris, junk, and trash from site. B. Leave site in clean condition, ready for subsequent work. C. Clean up spillage and wind-blown debris from public and private lands. END OF SECTION DEMOLITION 02 4100 - 1 Liberty Tower Exterior Renovations - Ph 2 South Bend, Indiana SECTION 03 0100 - MAINTENANCE OF CONCRETE PART 1 GENERAL 1.1 SECTION INCLUDES © Copyright, Kil Architecture / Planning September 2020 A. Resurfacing of concrete surfaces having spalled areas and other damage. B. Repair of deteriorated concrete. C. Repair of internal concrete reinforcement. D. Cementitious overlay to correct slope of existing concrete. E. Scope of Work: As indicated on drawings. 1.2 REFERENCE STANDARDS A. ASTM A615/A615M - Standard Specification for Deformed and Plain Carbon -Steel Bars for Concrete Reinforcement; 2016. B. ASTM AI064/AI064M - Standard Specification for Carbon -Steel Wire and Welded Wire Reinforcement, Plain and Deformed, for Concrete; 2017. C. ASTM C33/C33M - Standard Specification for Concrete Aggregates; 2016, with Editorial Revision (2016). D. ASTM C15O/C 150M - Standard Specification for Portland Cement; 2018. E. ASTM C404 - Standard Specification for Aggregates for Masonry Grout; 2011. F. ASTM C881/C881M - Standard Specification for Epoxy -Resin -Base Bonding Systems for Concrete; 2015. G. ICRI 310.2R - Selecting and Specifying Concrete Surface Preparation for Sealers, Coatings, Polymer Overlays, and Concrete Repair; 2013. 1.3 SUBMITTALS A. See Section 013000 - Administrative Requirements, for submittal procedures. B. Product Data: Indicate product standards, physical and chemical characteristics, technical specifications, limitations, maintenance instructions, and general recommendations regarding each material. C. Designer's Qualification Statement. D. Installer's Qualification Statement. E. Project Record Documents: Accurately record actual locations of structural reinforcement repairs and type of repair. MAINTENANCE OF CONCRETE 03 0100 - 1 Liberty Tower Exterior Renovations - Ph 2 South Bend, Indiana © Copyright, Kil Architecture / Planning September 2020 1.4 QUALITY ASSURANCE A. Manufacturer Qualifications: Company specializing in manufacturing products specified in this section, with not less than three years of documented experience. B. Installer Qualifications: Company specializing in performing work of the type specified and with minimum of 3 years of documented experience. PART 2 PRODUCTS 2.1 CEMENTITIOUS OVERLAY MATERIALS A. Manufacturers: 1. IMCO Technologies: www.imcotechnologies.com. B. Proprietary Overlay Mortar: Two -component, factory -mixed, cementitious mortar designed for continuous thin -coat application. 1. In -place material resistant to freeze/thaw conditions. 2. 2-part proprietary powder and liquid. 3. Integral corrosion inhibitor. 4. Manufacturers: a. IMCO Technologies; 1260 MG-KRETE, Regular Grade: www.imcotechnologies.com. 2.2 EPDXY PATCHING AND REPAIR MATERIALS A. Epoxy Repair Mortar: Epoxy resin mixed with aggregate and other materials in accordance with manufacturer's instructions for purpose intended; comply with pot life and workability limits. 1. Manufacturers: a. Adhesives Technology Corporation; Crackbond LR-321: www.atcepoxy.com/gsle. b. Dayton Superior Corporation; : www.daytonsuperior.com/gsle. C. Euclid Chemical Company; DURALFLEX FASTPATCH: www.euclldchemical.com/gsle. d. The QUIKRETE Companies; QUIKRETE® FastSet Anchoring Epoxy: www.qulkrete.com/gsle. e. SpecChem, LLC; SpecPoxy 1000, SpecPoxy 2000, SpecPoxy 3000 or SpecPoxy 3000 FS: www.specchemllc.com/gsle. f W. R. Meadows, Inc; Rezi-Weld Gel Paste, Rezi-Weld Gel Paste State, Rezi-Weld 1000, Rezi-Weld LV, or Rezi-Weld LV State: www.wnneadows.com/gsle. g. Substitutions: See Section 01 6000 - Product Requirements. B. Epoxy Bonding Adhesive: Non -sag, two-part, 100 percent solids; recommended by manufacturer for purpose and conditions under which used. MAINTENANCE OF CONCRETE 03 0100 - 2 Liberty Tower Exterior Renovations - Ph 2 South Bend, Indiana © Copyright, Kil Architecture / Planning September 2020 1. Non -Load -Bearing Applications: ASTM C881/C881M Type I, II, III, IV, or V, whichever is appropriate to application. 2. Load -Bearing Applications: ASTM C881/C881M Type IV or V, whichever is appropriate to application. 3. Other Applications: ASTM C881/C881M Type as appropriate to application. 4. Manufacturers: a. Adhesives Technology Corporation; Crackbond LR-321: www.atcepoxy.com/gsle. b. SpecChem, LLC; SpecPoxy 2000: www.specchemllc.com/gsle. C. W. R. Meadows, Inc; Rezi-Weld Gel Paste: www.wnneadows.com/gsle. d. Substitutions: See Section 01 6000 - Product Requirements. 2.3 ACCESSORIES A. Portland Cement: ASTM C150/C150M, Type I, grey. B. Sand: ASTM C33/C33M or ASTM C404; uniformly graded, clean. C. Pea Gravel: Dry D. Water: Clean and potable. E. Reinforcing Steel: ASTM A615/A615M Grade 40 (40,000 psi) billet -steel deformed bars, unfinished. F. Stirrup Steel: ASTM A I 064/A I 064M. PART 3 EXECUTION 3.1 EXAMINATION A. Verify that surfaces are ready to receive work. B. Beginning of installation means acceptance of substrate. 3.2 PREPARATION A. Prepare concrete surfaces to be repaired according to ICRI 310.2R. 3.3 CONCRETE STRUCTURAL MEMBER REPAIR A. See drawings for specific areas to be repaired. B. Remove broken and soft concrete at least 1/4 inch deep. C. Mechanically cut away damaged portions of reinforcement. D. Remove corrosion from steel and clean mechanically. E. Blast clean remaining exposed reinforcement surfaces. MAINTENANCE OF CONCRETE 03 0100 - 3 Liberty Tower Exterior Renovations - Ph 2 © Copyright, Kil Architecture / Planning South Bend, Indiana September 2020 F. Repair by welding new bar reinforcement to existing reinforcement using sleeve splices. G. Follow repair product manufacturer's written installation instructions. H. Cover exposed steel reinforcement with epoxy mortar. I. Work epoxy mortar into broken surface and build up patch to match original. J. Feather edges of repairs flush to sound surface and trowel surface to match surrounding area. 3.4 CEMENTITIOUS OVERLAY TO CORRECT SLOPE A. Clean concrete surface and allow to fully dry. B. Apply resurfacing material to required slopes in accordance with manufacturers written installation instructions. 1. Follow manufactures specific instructions for installation at interior locations. 2. Peas gravel may be added where depth allows. C. Provide feather edge at top of slope to meet existing concrete surface D. Trowel finish to match adjacent concrete surfaces. E. Allow topping to cure in accordance with manufacturer's written instructions. 3.5 CONCRETE SURFACE REPAIR USING CEMENTITIOUS MATERIALS A. Clean concrete surfaces, cracks, and joints of dirt, laitance, corrosion, and other contamination using method(s) specified above and allow to dry. B. Follow bonding agent and repair mortar manufacturer's written installation instructions. C. Apply coating of bonding agent to entire concrete surface to be repaired. D. Fill voids with cementitious mortar flush with surface. E. Apply repair mortar by steel trowel to a minimum thickness of 1/4 inch over entire surface, terminating at a vertical change in plane on all sides. F. Trowel finish to match adjacent concrete surfaces. END OF SECTION MAINTENANCE OF CONCRETE 03 0100 - 4 Liberty Tower Exterior Renovations - Ph 2 © Copyright, Kil Architecture / Planning South Bend, Indiana September 2020 SECTION 04 0100 - MAINTENANCE OF MASONRY PART 1 GENERAL 1.1 SECTION INCLUDES A. Water cleaning of coated concrete block and concrete surfaces, including interior of upper roof parapets. B. Water cleaning of uncoated concrete unit masonry surfaces C. Reinstallation of loose concrete block units. D. Cutting of control joints in existing concrete masonry units. E. Repointing mortar joints. F. Sealing masonry control joints and settlement cracks. G. Removal of abandoned hardware, anchors, conduits and similar items attached to the masonry surfaces. 1.2 RELATED REQUIREMENTS A. Section 04 0511 - Mortar and Masonry Grout. B. Section 07 9200 - Joint Sealants. C. Section 09 9723 - Concrete and Masonry Coatings. 1.3 PRICE AND PAYMENT PROCEDURES A. See Section 01 2200 - Unit Prices, for additional unit price requirements. B. Repointing: By the square foot. Includes areas indicated on drawings. C. Sealant joints: By the linear foot. Includes joints indicated on drawings. 1.4 REFERENCE STANDARDS A. TMS 402/602 - Building Code Requirements and Specification for Masonry Structures; 2016. 1.5 ADMINISTRATIVE REQUIREMENTS A. Preinstallation Meeting: Convene one week prior to commencing work of this section. 1. Require attendance of parties directly affecting work of this section. 2. Review conditions of installation, installation procedures, and coordination with related work. MAINTENANCE OF MASONRY 04 0100 - 1 Liberty Tower Exterior Renovations - Ph 2 South Bend, Indiana © Copyright, Kil Architecture / Planning September 2020 1.6 SUBMITTALS A. See Section 013000 - Administrative Requirements, for submittal procedures. B. Product Data: Provide data on cleaning equipment & procedures. 1.7 QUALITY ASSURANCE A. Comply with provisions of TMS 402/602, except where exceeded by requirements of Contract Documents. 1.8 FIELD CONDITIONS A. Cold and Hot Weather Requirements: Comply with requirements of TMS 402/602 or applicable building code, whichever is more stringent. PART 2 PRODUCTS 2.1 MORTAR MATERIALS A. Comply with requirements of Section 04 0511. 2.2 SEALANT MATERIALS A. Comply with requirements of Section 07 9200, Joint Sealants. PART 3 EXECUTION 3.1 EXAMINATION A. Verify that surfaces to be cleaned are ready for work of this section. 3.2 PREPARATION A. Carefully remove and store removable items located in areas to be restored, including fixtures, fittings, finish hardware, and accessories; reinstall upon completion. B. Remove abandoned hardware, anchors, conduits and similar items from surface of masonry. 1. Identify all items to be removed and confirm status with Owner's mamenance staff. 2. Patch remaining holes of 3/8" width or less with latex sealant. 3. Patch remaing holes in exess of 3/8" width with mortar. C. Separate areas to be protected from restoration areas using means adequate to prevent damage. MAINTENANCE OF MASONRY 04 0100 - 2 Liberty Tower Exterior Renovations - Ph 2 © Copyright, Kil Architecture / Planning South Bend, Indiana September 2020 D. Mask immediately adjacent surfaces with material that will withstand cleaning and restoration procedures. E. Protect roof membrane and flashings from damage with 3" foam boards under 1/2 inch plywood laid on roof surfaces over full extent of work area and traffic route. F. When using cleaning methods that involve water or other liquids, install drainage devices to prevent runoff over adjacent surfaces unless those surfaces are impervious to damage from runoff. G. Do not allow cleaning runoff to drain into sanitary or storm sewers. 3.3 CUTTING CONTROL JOINTS A. Mark locations of control joint locations on walls and obtain written approval of locations by the Architect. B. Carefully cut joints to required width and depth, as indicated on drawings, without causing damage to remaining masonry. C. Clean all dust and debris from cut joints with compressed air. D. Install backer rods and seal joints with polyurethane sealant in accordance with Section 07 9200. Allow sealant to cure for period recommended by sealant manufacturer before application of masonry coating. 3.4 REPOINTING A. Cut out loose or disintegrated mortar in joints to minimum 1/2 inch depth or until sound mortar is reached. B. Use power tools only after test cuts determine no damage to masonry units will result. C. Do not damage masonry units. D. When cutting is complete, remove dust and loose material by brushing. E. Premoisten joint and apply mortar. Pack tightly in maximum 1/4 inch layers. Form a smooth, compact concave joint to match existing. F. Moist cure for 72 hours. 3.5 CLEANING EXISTING MASONRY A. High Pressure Cold Water: Cold water blast with 2,500 psi pressure to concrete masonry surfaces, at all locations, providing uniform finish. MAINTENANCE OF MASONRY 04 0100 - 3 Liberty Tower Exterior Renovations - Ph 2 South Bend, Indiana 3.6 CLEANING © Copyright, Kil Architecture / Planning September 2020 A. Immediately remove stains, efflorescence, or other excess resulting from the work of this section. B. Remove excess mortar, smears, and droppings as work proceeds and upon completion. C. Clean surrounding surfaces. END OF SECTION MAINTENANCE OF MASONRY 04 0100 - 4 Liberty Tower Exterior Renovations - Ph 2 South Bend, Indiana SECTION 04 0511 - MORTAR AND MASONRY GROUT PART 1 GENERAL 1.1 SECTION INCLUDES A. Mortar for masonry. © Copyright, Kil Architecture / Planning September 2020 1.2 RELATED REQUIREMENTS A. Section 04 0100 - Maintenance of Masonry: Bedding and pointing mortar for masonry restoration work. B. Section 04 4313 - Stone Masonry Veneer: Installation of mortar. C. Section 09 0723 Concrete and Masonry Coatings 1.3 REFERENCE STANDARDS A. TMS 402/602 - Building Code Requirements and Specification for Masonry Structures; 2016. B. ASTM C5 - Standard Specification for Quicklime for Structural Purposes; 2010. C. ASTM C91/C91M - Standard Specification for Masonry Cement; 2012. D. ASTM C144 - Standard Specification for Aggregate for Masonry Mortar; 2017. E. ASTM C15O/C 150M - Standard Specification for Portland Cement; 2018. F. ASTM C207 - Standard Specification for Hydrated Lime for Masonry Purposes; 2006 (Reapproved 2011). G. ASTM C270 - Standard Specification for Mortar for Unit Masonry; 2014a. H. ASTM C387/C387M - Standard Specification for Packaged, Dry, Combined Materials for Concrete and High Strength Mortar; 2015. 1. ASTM C780 - Standard Test Method for Preconstruction and Construction Evaluation of Mortars for Plain and Reinforced Unit Masonry; 2017. J. ASTM C979/C979M - Standard Specification for Pigments for Integrally Colored Concrete; 2016. 1.4 SUBMITTALS A. See Section 013000 - Administrative Requirements, for submittal procedures. B. Product Data: Include design mix and indicate whether the Proportion or Property specification of ASTM C270 is to be used. Also include required environmental conditions and admixture limitations. MORTAR AND MASONRY 04 0511 - 1 GROUT Liberty Tower Exterior Renovations - Ph 2 © Copyright, Kil Architecture / Planning South Bend, Indiana September 2020 C. Samples: Submit two samples of mortar, illustrating mortar color and color range. D. Reports: Submit reports on mortar indicating compliance of mortar to property requirements of ASTM C270 and test and evaluation reports per ASTM C780. 1.5 QUALITY ASSURANCE A. Comply with provisions of TMS 402/602, except where exceeded by requirements of Contract Documents. PART 2 PRODUCTS 2.1 MORTAR AND GROUT APPLICATIONS A. At Contractor's option, mortar and grout may be field -mixed from packaged dry materials, made from factory premixed dry materials with addition of water only, or ready -mixed. B. Mortar Color: Natural gray unless otherwise indicated. C. Mortar Mix Designs: ASTM C270, Property Specification. 1. Exterior Masonry Veneer: Type N. 2.2 MATERIALS A. Packaged Dry Material for Mortar for Unit Masonry: Premixed Portland cement, hydrated lime, and sand; complying with ASTM C387/C387M and capable of producing mortar of the specified strength in accordance with ASTM C270 with the addition of water only. 1. Type: Type N. 2. Color: Standard gray. B. Packaged Dry Material for Mortar for Repointing: Premixed Portland cement, hydrated lime, and graded sand; capable of producing Type O mortar in accordance with ASTM C270 with the addition of water only. 1. Color: Standard gray. C. Portland Cement: ASTM C150/C150M. 1. Type: Type I - Normal; ASTM C150/C150M. 2. Color: Standard gray. D. Masonry Cement: ASTM C91/C91M. 1. Type: Type N; ASTM C91/C91M. E. Hydrated Lime: ASTM C207, Type S. F. Quicklime: ASTM C5, non -hydraulic type. G. Mortar Aggregate: ASTM C144. MORTAR AND MASONRY 040511 -2 GROUT Liberty Tower Exterior Renovations - Ph 2 © Copyright, Kil Architecture / Planning South Bend, Indiana September 2020 H. Pigments for Colored Mortar: Pure, concentrated mineral pigments specifically intended for mixing into mortar and complying with ASTM C979/C979M. L Water: Clean and potable. 2.3 MORTAR MIXING A. Thoroughly mix mortar ingredients using mechanical batch mixer, in accordance with ASTM C270 and in quantities needed for immediate use. B. Maintain sand uniformly damp immediately before the mixing process. C. Do not use anti -freeze compounds to lower the freezing point of mortar. D. If water is lost by evaporation, re -temper only within two hours of mixing. PART 3 EXECUTION 3.1 INSTALLATION A. Install mortar to requirements of section(s) in which masonry is specified. END OF SECTION MORTAR AND MASONRY 040511 - 3 GROUT Liberty Tower Exterior Renovations - Ph 2 South Bend, Indiana SECTION 05 5000 - METAL FABRICATIONS PART 1 GENERAL 1.1 SECTION INCLUDES A. Shop fabricated aluminum items. B. Rooftop bridge with steps. 1.2 REFERENCE STANDARDS © Copyright, Kil Architecture / Planning September 2020 A. ASTM B210/13210M - Standard Specification for Aluminum and Aluminum -Alloy Drawn Seamless Tubes; 2019a. B. ASTM B211/13211M - Standard Specification for Aluminum and Aluminum -Alloy Rolled or Cold Finished Bar, Rod, and Wire; 2019. C. ASTM B209 - Standard Specification for Aluminum and Aluminum -Alloy Sheet and Plate; 2014. D. ASTM B209M - Standard Specification for Aluminum and Aluminum -Alloy Sheet and Plate (Metric); 2014. E. ASTM B210 - Standard Specification for Aluminum and Aluminum -Alloy Drawn Seamless Tubes; 2012. F. ASTM B210M - Standard Specification for Aluminum and Aluminum -Alloy Drawn Seamless Tubes (Metric); 2012. G. ASTM B211 - Standard Specification for Aluminum and Aluminum -Alloy Rolled or Cold Finished Bar, Rod, and Wire; 2012. H. ASTM B211M - Standard Specification for Aluminum and Aluminum -Alloy Rolled or Cold -Finished Bar, Rod, and Wire (Metric); 2012. 1. ASTM B221 - Standard Specification for Aluminum and Aluminum -Alloy Extruded Bars, Rods, Wire, Profiles, and Tubes; 2014. J. ASTM B221M - Standard Specification for Aluminum and Aluminum -Alloy Extruded Bars, Rods, Wire, Profiles, and Tubes (Metric); 2013. K. AWS A2.4 - Standard Symbols for Welding, Brazing, and Nondestructive Examination; 2012. L. AWS D1.2/D1.2M - Structural Welding Code - Aluminum; 2014, with Errata. 1.3 SUBMITTALS A. See Section 013000 - Administrative Requirements, for submittal procedures. METAL FABRICATIONS 05 5000 - 1 Liberty Tower Exterior Renovations - Ph 2 © Copyright, Kil Architecture / Planning South Bend, Indiana September 2020 B. Product Data: Provide manufacturer's data sheets on each ladder safety system product to be used, including installation instructions. C. Shop Drawings: Indicate profiles, sizes, connection attachments, reinforcing, anchorage, size and type of fasteners, and accessories. Include erection drawings, elevations, and details where applicable. 1. Indicate welded connections using standard AWS A2.4 welding symbols. Indicate net weld lengths. 2. Design data: Submit drawings and supporting calculations, signed and sealed by a qualified professional structural engineer. 1.4 QUALITY ASSURANCE A. Design bridge under direct supervision of a Professional Structural Engineer experienced in design of this work and licensed in the State in which the Project is located. PART 2 PRODUCTS 2.1 MATERIALS - ALUMINUM A. Extruded Aluminum: ASTM B221 (ASTM B221M), 6063 alloy, T6 temper. B. Sheet Aluminum: ASTM B209 (ASTM B209M), 5052 alloy, H32 or H22 temper. C. Aluminum -Alloy Drawn Seamless Tubes: ASTM 13210/13210M, 6063 alloy, T6 temper. D. Aluminum -Alloy Bars: ASTM B211/13211M, 6061 alloy, T6 temper. E. Bolts, Nuts, and Washers: Stainless steel. F. Welding Materials: AWS D 1.2/D 1.2M; type required for materials being welded. 2.2 FABRICATION A. Fit and shop assemble items in largest practical sections, for delivery to site. B. Fabricate items with joints tightly fitted and secured. C. Grind exposed joints flush and smooth with adjacent finish surface. Make exposed joints butt tight, flush, and hairline. Ease exposed edges to small uniform radius. D. Supply components required for anchorage of fabrications. Fabricate anchors and related components of same material and finish as fabrication, except where specifically noted otherwise. 2.3 FABRICATED ITEMS A. Rooftop Bridge: Aluminum; in compliance with ANSI A14.3; with mounting brackets and attachments; mill finigh. METAL FABRICATIONS 05 5000 - 2 Liberty Tower Exterior Renovations - Ph 2 South Bend, Indiana 1. Refer to drawings for details. © Copyright, Kil Architecture / Planning September 2020 2.4 FABRICATION TOLERANCES A. Squareness: 1/8 inch maximum difference in diagonal measurements. B. Maximum Offset Between Faces: 1/16 inch. C. Maximum Misalignment of Adjacent Members: 1/16 inch. D. Maximum Bow: 1/8 inch in 48 inches. E. Maximum Deviation From Plane: 1/16 inch in 48 inches. PART 3 EXECUTION 3.1 EXAMINATION A. Verify that field conditions are acceptable and are ready to receive work. 3.2 INSTALLATION A. Install items plumb and level, accurately fitted, free from distortion or defects. B. Provide for erection loads, and for sufficient temporary bracing to maintain true alignment until completion of erection and installation of permanent attachments. C. Obtain approval prior to site cutting or making adjustments not scheduled. 3.3 TOLERANCES A. Maximum Variation From Plumb: 1/4 inch per story, non -cumulative. B. Maximum Offset From True Alignment: 1/4 inch. C. Maximum Out -of -Position: 1/4 inch. END OF SECTION METAL FABRICATIONS 05 5000 - 3 Liberty Tower Exterior Renovations - Ph 2 South Bend, Indiana © Copyright, Kil Architecture / Planning September 2020 SECTION 07 2400 - EXTERIOR INSULATION AND FINISH SYSTEMS PART 1 GENERAL 1.1 SECTION INCLUDES A. Composite wall and soffit cladding of rigid insulation and reinforced finish coating (Class PB). B. Incidental uses of same finish coating applied directly to concrete and masonry. 1.2 RELATED REQUIREMENTS A. Section 07 9200 -Joint Sealants: Sealing joints between EIFS and adjacent construction and penetrations through EIFS. 1.3 SUBMITTALS A. See Section 013000 - Administrative Requirements, for submittal procedures. B. Product Data: Provide data on system materials, product characteristics, performance criteria, and system limitations. C. Shop Drawings: Indicate wall and soffit joint patterns, joint details, and molding profiles. D. Selection Samples: Submit manufacturer's standard range of samples illustrating available coating colors and textures. 1.4 QUALITY ASSURANCE A. Maintain copy of specified installation standard and manufacturer's installation instructions at project site during installation. B. EIFS Manufacturer Qualifications: Provide EIFS products other than insulation from the same manufacturer with qualifications as follows: 1. Member in good standing of EIMA (EIFS Industry Members Association). 2. Manufacturer of EIFS products for not less than 5 years. C. Insulation Manufacturer Qualifications: Approved by manufacturer of EIFS and approved and labeled under third parry quality program as required by applicable building code. D. Installer Qualifications: Company specializing in the type of work specified and with at least three years of documented experience. 1.5 MOCK-UP A. Construct mock-up of typical EIFS application on specified substrate, size as indicated on drawings, and including flashings, joints, and edge conditions. B. Locate mock-up where directed. EXTERIOR INSULATION AND 07 2400 - 1 FINISH SYSTEMS Liberty Tower Exterior Renovations - Ph 2 South Bend, Indiana C. Mock-up may remain as part of the Work. 1.6 FIELD CONDITIONS © Copyright, Kil Architecture / Planning September 2020 A. Do not prepare materials or apply EIFS under conditions other than those described in the manufacturer's written instructions. B. Do not prepare materials or apply EIFS during inclement weather unless areas of installation are protected. Protect installed EIFS areas from inclement weather until dry. C. Do not install coatings or sealants when ambient temperature is below 40 degrees F. D. Do not leave installed insulation board exposed to sunlight for extended periods of time. 1.7 WARRANTY A. See Section 017800 - Closeout Submittals, for additional warranty requirements. B. Provide manufacturer's standard material warranty, covering a period of not less than 5 years. PART 2 PRODUCTS 2.1 MANUFACTURERS A. Basis of Design: 1. Dryvit Systems, Inc; Dryvit Outsulation EIFS, Class PB: www.dryvit.com/gsle. B. Exterior Insulation and Finish Systems Manufacturers: 1. Dryvit Systems, Inc; Dryvit Outsulation EIFS, Class PB: www.dryvit.com/gsle. 2. BASF Wall Systems; Senergy Channeled Adhesive Cl Design: www.wallsystems.basf.com/#sle. 3. Parex USA, Inc; Standard WaterMaster LCR Cl: www.parex.com/gsle. 4. Substitutions: See Section 01 6000 - Product Requirements. 2.2 EXTERIOR INSULATION AND FINISH SYSTEM A. Exterior Insulation and Finish System: BARRIER type; reinforced finish coating on insulation board adhesive -applied direct to substrate; provide a complete system that has been tested to show compliance with the following characteristics; include all components of specified system and substrate in tested samples. B. Fire Characteristics: 1. Flammability: Pass, when tested in accordance with NFPA 285. 2. Ignitibility: No sustained flaming when tested in accordance with NFPA 268. 3. Potential Heat of Foam Plastic Insulation Tested Independently of Assembly: No portion of the assembly having potential heat that exceeds that of the insulation sample tested for EXTERIOR INSULATION AND 07 2400 - 2 FINISH SYSTEMS Liberty Tower Exterior Renovations - Ph 2 South Bend, Indiana © Copyright, Kil Architecture / Planning September 2020 flammability (above), when tested in accordance with NFPA 259 with results expressed in Btu per square foot. C. Water Penetration Resistance: No water penetration beyond the plane of the base coat/insulation board interface after 15 minutes, when tested in accordance with ASTM E331 at 6.24 psf differential pressure with tracer dye in the water spray; include in tested sample at least two vertical joints and one horizontal joint of same type to be used in construction; disassemble sample if necessary to determine extent of water penetration. D. Salt Spray Resistance: No cracking, checking, crazing, erosion, blistering, peeling, delamination, or corrosion of finish coating after 300 hours exposure in accordance with ASTM B 117, using at least three samples matching intended assembly, at least 4 by 6 inches in size. E. Freeze -Thaw Resistance: No cracking, checking, crazing, erosion, blistering, peeling, delamination, or corrosion of finish coating when viewed under 5x magnification after 10 cycles, when tested in accordance with ICC-ES AC219 or ICC-ES AC235. F. Weathering Resistance: No cracking, checking, crazing, erosion, blistering, peeling, delamination, or corrosion of finish coating when viewed under 5x magnification after 2000 hours of accelerated weathering conducted in accordance with ASTM G153 Cycle 1 or ASTM G155 Cycles 1, 5, or 9. G. Water Degradation Resistance: No cracking, checking, crazing, erosion, blistering, peeling, delamination, or corrosion of finish coating after 14 days exposure, when tested in accordance with ASTM D2247. H. Mildew Resistance: No growth supported on finish coating during 28 day exposure period, when tested in accordance with ASTM D3273. I. Abrasion Resistance Of Finish: No cracking, checking or loss of film integrity when tested in accordance with ASTM D968 with 113.5 gallons of sand. J. Impact Resistance: Construct system to provide the following impact resistance without exposure of broken reinforcing mesh, when tested in accordance with ASTM E2486/E2486M: 1. Standard: 25 to 49 in -lb, for areas not indicated as requiring higher impact resistance. 2.3 MATERIALS A. Finish Coating Top Coat: Water -based, air curing, acrylic or polymer -based finish with integral color and texture. 1. Texture: Dryvit Systems, Inc, Standard Textures, with Dirt Pickup Resistance; Quarzputz DPR; www.dryvit.com/gsle. 2. Color: As selected by Architect from manufacturer's standard range. B. Base Coat: Fiber -reinforced, acrylic or polymer -based product compatible with insulation board and reinforcing mesh, Class PB. C. Reinforcing Mesh: Balanced, open weave glass fiber fabric, treated for compatibility and improved bond with coating, weight, strength, and number of layers as required to meet required system impact rating. EXTERIOR INSULATION AND 07 2400 - 3 FINISH SYSTEMS Liberty Tower Exterior Renovations - Ph 2 © Copyright, Kil Architecture / Planning South Bend, Indiana September 2020 D. Expanded Polystyrene (EPS) Board Insulation: Complies with ASTM C578. 1. Board Thickness: 2 inches. 2. Board Edges: Square. 3. Type and Thermal Resistance, R-value (RSI-value): Type XI, 3.1 (0.55) per 1 inch thickness at 75 degrees F mean temperature using ASTM C177 test method. 4. Type and Board Density: Type XI, 0.70 pcf (12 kg/cu m), minimum. 5. Type and Compressive Resistance: Type XI, 5 psi (35 kPa), minimum. 6. Surface Burning Characteristics: Flame spread/Smoke developed index of 25/450, when tested in accordance with ASTM E84. 2.4 ACCESSORY MATERIALS A. Insulation Adhesive: Type required by EIFS manufacturer for project substrate. B. Perforated Base Insulation Hangers: 12 guage annealed low carbon steel pin on 2" x 2" square galvanized steel plate with round perforations. Length as required for insulation board. 1. Provide locking washer to hole insulation in place. C. Pin Adhesive: Formulated to bond insulation hangers to concrete. D. Trim: EIFS manufacturer's standard PVC or galvanized steel trim accessories, as required for a complete project and including starter track and drainage accessories. E. Sealant Materials: Compatible with EIFS materials and as recommended by EIFS manufacturer. PART 3 EXECUTION 3.1 EXAMINATION A. Verify that substrate is sound and free of oil, dirt, other surface contaminants, efflorescence, loose materials, or protrusions that could interfere with EIFS installation and is of a type and construction that is acceptable to EIFS manufacturer. Do not begin work until substrate and adjacent materials are complete and thoroughly dry. B. Verify that substrate surface is flat, with no deviation greater than 1/4 in when tested with a 10 ft straightedge. 3.2 INSTALLATION - GENERAL A. Install in accordance with EIFS manufacturer's instructions and ASTM C1397. I. Where different requirements appear in either document, comply with the most stringent. 2. Neither of these documents supercedes provisions of Contract Documents that defines contractual relationships between parties or scope of this work. EXTERIOR INSULATION AND 07 2400 - 4 FINISH SYSTEMS Liberty Tower Exterior Renovations - Ph 2 South Bend, Indiana 3.3 INSTALLATION - INSULATION A. Install in accordance with manufacturer's instructions. © Copyright, Kil Architecture / Planning September 2020 B. Install perforated base insulation hangers in accordance with manufacturer's instructions. Space hangers as required by E.LF.S. manufacturer. C. Install back wrap reinforcing mesh at all openings and terminations that are not to be protected with trim. D. On wall surfaces, install boards horizontally. On horizontal surfaces, install boards in alignment with long axis of surface. E. Place boards in a method to maximize tight joints. Stagger vertical joints and interlock at corners. Butt edges and ends tight to adjacent board and to protrusions. Achieve a continuous flush insulation surface, with no gaps in excess of 1/16 inch. F. Fill gaps greater than 1/16 inch with strips or shims cut from the same insulation material. G. Rasp irregularities off surface of installed insulation board. H. Mechanical Fastening: Space fasteners as recommended by EIFS manufacturer. I. Adhesive Attachment: Use method recommended by EIFS manufacturer. 3.4 INSTALLATION - CLASS PB FINISH A. Base Coat: Apply in thickness as necessary to fully embed reinforcing mesh, wrinkle free, including back -wrap at terminations of EIFS. Install reinforcing fabric as recommended by EIFS manufacturer. 1. Lap reinforcing mesh edges and ends a minimum of 2-1/2 inches. 2. Allow base coat to dry a minimum of 24 hours before next coating application. B. At locations indicated, install second layer of reinforcing mesh embedded in second coat of base coating, tightly butting ends and edges of mesh. C. Install expansion joints at floor lines as recommended by EIFS manufacturer. D. Apply finish coat after base coat has dried not less than 24 hours, embed finish aggregate, and finish to a uniform texture and color. E. Finish Coat Thickness: As recommended by manufacturer. F. Seal control and expansion joints within the field of exterior finish and insulation system, using procedures recommended by sealant and finish system manufacturers. 3.5 CLEANING A. Clean EIFS surfaces and work areas of foreign materials resulting from EIFS operations. EXTERIOR INSULATION AND 07 2400 - 5 FINISH SYSTEMS Liberty Tower Exterior Renovations - Ph 2 South Bend, Indiana 3.6 PROTECTION © Copyright, Kil Architecture / Planning September 2020 A. Protect completed work from damage and soiling by subsequent work. END OF SECTION EXTERIOR INSULATION AND 07 2400 - 6 FINISH SYSTEMS Liberty Tower Exterior Renovations - Ph 2 South Bend, Indiana SECTION 07 6200 - SHEET METAL FLASHING AND TRIM PART 1 GENERAL 1.1 SECTION INCLUDES © Copyright, Kil Architecture / Planning September 2020 A. Fabricated sheet metal items, including parapet copings. B. Sealants for joints within sheet metal fabrications. 1.2 RELATED REQUIREMENTS A. Section 07 9200 -Joint Sealants: Sealing non -lap joints between sheet metal fabrications and adjacent construction. 1.3 REFERENCE STANDARDS A. AAMA 2604 - Voluntary Specification, Performance Requirements and Test Procedures for High Performance Organic Coatings on Aluminum Extrusions and Panels (with Coil Coating Appendix); 2017a. B. ASTM B209 - Standard Specification for Aluminum and Aluminum -Alloy Sheet and Plate; 2014. C. ASTM B209M - Standard Specification for Aluminum and Aluminum -Alloy Sheet and Plate (Metric); 2014. D. ASTM C920 - Standard Specification for Elastomeric Joint Sealants; 2018. E. ASTM D226/D226M - Standard Specification for Asphalt -Saturated Organic Felt Used in Roofing and Waterproofing; 2017. F. ASTM D4586/D4586M - Standard Specification for Asphalt Roof Cement, Asbestos -Free; 2007, with Editorial Revision (2012). G. CDA A4050 - Copper in Architecture - Handbook; current edition. H. SMACNA (ASMM) - Architectural Sheet Metal Manual; 2012. 1.4 SUBMITTALS A. See Section 013000 - Administrative Requirements, for submittal procedures. B. Shop Drawings: Indicate material profile, jointing pattern, jointing details, fastening methods, flashings, terminations, and installation details. SHEET METAL FLASHING AND 07 6200 - 1 TRIM Liberty Tower Exterior Renovations - Ph 2 South Bend, Indiana © Copyright, Kil Architecture / Planning September 2020 1.5 QUALITY ASSURANCE A. Perform work in accordance with SMACNA (ASMM) and CDA A4050 requirements and standard details, except as otherwise indicated. B. Fabricator and Installer Qualifications: Company specializing in sheet metal work with five years of documented experience. PART 2 PRODUCTS 2.1 SHEET MATERIALS A. Pre -Finished Aluminum: ASTM B209 (ASTM B209M); 16 gage, 0.050 inch thick; plain finish shop pre -coated with fluoropolymer coating. 1. Fluoropolymer Coating: High Performance Organic Finish, AAMA 2604; multiple coat, thermally cured fluoropolymer finish system. 2. Color: As selected by Architect from manufacturer's full colors. 2.2 FABRICATION A. Form sections true to shape, accurate in size, square, and free from distortion or defects. B. Fabricate cleats of 22 ga. aluminum type sheet metal, minimum 12 inches wide, interlocking with sheet. C. Form pieces in longest possible lengths. D. Hem exposed edges on underside 1/2 inch; miter and seam corners. E. Form material with flat lock seams, except where otherwise indicated; at moving joints, use sealed lapped, bayonet -type or interlocking hooked seams. F. Fabricate corners from one piece with minimum 18 inch long legs; seam for rigidity, seal with sealant. G. Fabricate vertical faces with bottom edge formed outward 1/4 inch and hemmed to form drip. 2.3 ACCESSORIES A. Fasteners: Stainless steel, with soft neoprene washers. B. Underlayment: ASTM D226/D226M, organic roofing felt, Type I (No. 15). C. Slip Sheet: Rosin sized building paper. D. Primer: Zinc chromate type. E. Protective Backing Paint: Zinc molybdate alkyd. SHEET METAL FLASHING AND 07 6200 - 2 TRIM Liberty Tower Exterior Renovations - Ph 2 © Copyright, Kil Architecture / Planning South Bend, Indiana September 2020 F. Concealed Sealants: Non -curing butyl sealant. G. Exposed Sealants: ASTM C920; elastomeric sealant, with minimum movement capability as recommended by manufacturer for substrates to be sealed; color to match adjacent material. H. Plastic Cement: ASTM D4586/D4586M, Type I. PART 3 EXECUTION 3.1 EXAMINATION A. Verify roof openings, curbs, pipes, sleeves, ducts, and vents through roof are solidly set, reglets in place, and nailing strips located. B. Verify roofing termination and base flashings are in place, sealed, and secure. 3.2 PREPARATION A. Install starter and edge strips, and cleats before starting installation. B. Back paint concealed metal surfaces with protective backing paint to a minimum dry film thickness of 15 mil. 3.3 INSTALLATION A. Seal metal joints watertight. END OF SECTION SHEET METAL FLASHING AND 07 6200 - 3 TRIM Liberty Tower Exterior Renovations - Ph 2 South Bend, Indiana © Copyright, Kil Architecture / Planning September 2020 SECTION 07 7600 - ROOF CONCRETE PAVERS PEDESTAL SYSTEM PART1 GENERAL 1.1 SUMMARY A. Section includes the following: 1. Concrete Roof Pavers 2. Support Pedestal System 1.2 REFERENCES A. ASTM International, latest edition: 1. C 33, Standard Specification for Concrete Aggregates. 2. C 67, Standard Test Methods for Sampling and Testing Brick and Structural Clay Tile, Section 8, Freezing and Thawing. 3. C 140, Standard Test Methods for Sampling and Testing Concrete Masonry Units and Related Units. 4. C 144, Standard Specifications for Aggregate for Masonry Mortar. 5. C 293, Standards Test Method for Flexural Strength of Concrete. 6. C 936, Standard Specification for Solid Concrete Interlocking Paving Units. 7. C 979, Standard Specification for Pigments for Integrally Colored Concrete. 8. C 1645, Standard Test Method for Freeze -thaw and De-icing Salt Durability of Solid Concrete Interlocking Paving Units. 9. D 256, Standard Test Methods for Determining the Izod Pendulum Impact Resistance of Plastics. 10. D 638, Standard Test Method for Tensile Properties of Plastics. 11. D 648, Standard Test Method for Deflection Temperature of Plastics Under Flexural Load in the Edgewise Position. 12. D 698, Test Methods for Moisture Density Relations of Soil and Soil Aggregate Mixtures Using a 5.5 lb (24.4 N) Rammer and 12 in. (305 mm) drop. 13. D 792, Standard Test Methods for Density and Specific Gravity (Relative Density) of Plastics by Displacement. 14. D 1238, Standard Test Method for Melt Flow Rates of Thermoplastics by Extrusion Plastometer. 15. D 1557, Test Methods for Moisture Density Relations of Soil and Soil Aggregate Mixtures Using a 10-lb (44.5 N) Rammer and 18 in. (457 mm) drop. 16. In order to determine the latest version of the listed specifications and standards, please consult the ASTM web page (www.astm.com) 1.3 SUBMITTALS A. Roof Concrete Pavers: ROOF CONCRETE PAVERS 07 7600 - 1 PEDESTAL SYSTEM Liberty Tower Exterior Renovations - Ph 2 South Bend, Indiana © Copyright, Kil Architecture / Planning September 2020 1. Samples for verification: Three representative samples of each paver type, thickness, color and finish that indicate the range of color variation and texture expected upon project completion. 2. Accepted samples become the standard of acceptance for the product produced. 3. Test results from an independent testing laboratory for compliance of concrete pavers with ASTM C 936, ASTM C 293 and/or CSA A231.1. 4. Manufacturer's catalog product data, installation instructions, and material safety data sheets for the safe handling of the specified materials and products. 1.4 PEDESTAL SYSTEM: A. Submit manufacturer's data sheets on each product to be used, including: 1. Preparation instructions and recommendations. a. Storage and handling requirements and recommendations. b. Installation methods. 2. Submit shop drawings detailing the installation methods. Coordinate placement with locations noted on the Contract Drawings. 3. Provide the Support Pedestal System manufacturer an executed copy of the manufacturer's standard document outlining the terms, conditions and limitations of their limited warranty against manufacturing defect for a period of three (3) years. 1.5 QUALITY ASSURANCE A. Utilize a manufacturer having at least five years of experience manufacturing concrete pavers on projects of similar nature or project size. B. Source Limitations: 1. Obtain Roof Concrete Pavers from one source location with the resources to provide products of consistent quality in appearance and physical properties. 2. Obtain Pedestal System from one manufacturer with complete integrated and adjustable products of consistent quality and function. C. Roofing and Paving Contractor Qualifications: 1. Utilize an installer having successfully completed a roof concrete paver and pedestal system installation similar in design, material, and extent indicated on this project. D. Mockups: 1. Install a minimum 4 ft x 4 ft paver area. 2. Use this area to determine surcharge of the Setting Bed Sand layer, joint sizes, lines, laying pattern(s) and levelness. This area will serve as the standard by which the workmanship will be judged. 3. Subject to acceptance by owner, mock-up may be retained as part of finished work. 4. If mock-up is not retained, remove and properly dispose. E. Special Considerations: 1. Verify and confirm the structural capability and adequacy of the structure to carry the dead and live load weight(s) involved, and that the density of any insulation is satisfactory to resist crushing and damaging the waterproofing membrane. ROOF CONCRETE PAVERS 07 7600 - 2 PEDESTAL SYSTEM Liberty Tower Exterior Renovations - Ph 2 South Bend, Indiana © Copyright, Kil Architecture / Planning September 2020 2. Immediately report any concerns or discrepancies. 1.6 DELIVERY, STORAGE & HANDLING A. In accordance with Conditions of the Contract and Division 1 Product Requirement Section. B. Deliver Roof Concrete Pavers in manufacturer's original, unopened and undamaged container packaging with identification labels intact. 1. Coordinate delivery and paving schedule to minimize interference with normal use of streets and sidewalks adjacent to paver installation. 2. Deliver Roof Concrete Pavers to the site in steel banded, plastic banded or plastic wrapped packaging capable of transfer by forklift or clamp lift. 3. Unload pavers at job site in such a manner that no damage occurs to the product or adjacent surfaces. 4. Evenly disperse bundled material on structural areas to eliminate overloading point load limits. C. Deliver and store Support Pedestal System components with labels intact and legible. 1. Inspect all delivered materials to insure they are undamaged and in good condition. D. Store and dispose of solvent -based materials such as construction adhesive, and materials used with solvent -based materials, in accordance with requirements of local authorities having jurisdiction E. Store and protect materials free from mud, dirt and other foreign materials. 1.7 PROJECT/SITE CONDITIONS A. Environmental Requirements: 1. Install Support Pedestal Systems free of standing water or ice. 2. Install Support Pedestal Systems free of saturated or frozen granular base materials. B. Do not exceed structural capacity of roof. C. Roof Concrete Pavers and Support Pedestal System specified are to be used with pedestrian traffic only. D. Restrain Roof Concrete Pavers by perimeter blocking or walls on all sides. Lateral movement greater than one tab width is unacceptable and will be rejected. E. Provide positive drainage to the substrate immediately below the Support Pedestal System. F. Roof Concrete Pavers and Support Pedestal System over roofing and waterproofing: 1. Install roof systems meeting local building codes and be in accordance with the NRCA recommended good construction practices. Use only roofing manufacturer approved systems. 2. Install the Support Pedestal System only over substrate surfaces structurally capable of carrying the dead and live loads anticipated. 3. If integral roof insulation is installed immediately below the membrane, the type and density of the insulation is of utmost importance. Use Pedestal System Floating ROOF CONCRETE PAVERS 07 7600 - 3 PEDESTAL SYSTEM Liberty Tower Exterior Renovations - Ph 2 South Bend, Indiana © Copyright, Kil Architecture / Planning September 2020 Insulation Bases (FIB) when installing on roofing systems having "common" insulations with a medium density of 20 psi. FIB's are installed immediately below the Roof Concrete Paver and Support Pedestals System to disperse the load. 4. If high density closed cell extruded 60 psi polystyrene insulation is installed on top of the membrane in a protected membrane system, Roof Concrete Paver Support Pedestals Systems may be installed directly on top of this type of insulation. 5. Do not use Roof Concrete Paver and Supports Pedestal Systems over any insulation less than 20 psi or with low density polystyrene (bead board) insulation. 1.8 WARRANTY A. Warrant all work will remaining free from installation and manufacturer defects used for a minimum of three (3) years. B. Coordinate warranty requirements with any related sections or adjacent work. Notify the Architect immediately of any potential lapses or limitations in warranty coverage. PART 2 PRODUCTS 2.1 ROOF CONCRETE PAVERS A. Basis -of -Design Product: The Roof Concrete Paver products are based on: 1. Sunny Brook Concrete 2. 3585 Sunny Brook Road, Kent, OH 44240 3. The specified products establish minimum requirements that substitutions must meet to be considered acceptable. B. Product requirements: 1. Roof Concrete Paver: a. Color: Provide four colors, including the following: 1) No. SB-11609 2) No. SB-6C 3) No. SB-IC 4) No. SB-90C b. Finish: 1) Sand Bed finish 2) Edge: N/A 3) Size: Manufacture the sizes indicated with a maximum tolerance of plus or minus 1/16 in all directions. (a) 24 in x 24 in x 1-7/8 in thick (20 lbs./SF) C. Provide pavers meeting the minimum material and physical properties set forth in ASTM C 936, Standard Specification for Interlocking Concrete Paving Units. Efflorescence is not a cause for rejection. 1. Average compressive strength 8000 psi (55MPa) with no individual unit under 7,200 psi (50 MPa). ROOF CONCRETE PAVERS 07 7600 - 4 PEDESTAL SYSTEM Liberty Tower Exterior Renovations - Ph 2 © Copyright, Kil Architecture / Planning South Bend, Indiana September 2020 2. Average absorption of 5% with no unit greater than 7% when tested according to ASTM C 140. 3. Resistance to 50 freeze -thaw cycles, when tested according to ASTM C1645, with no breakage greater than 1.0% loss in dry weight of any individual unit. Conduct this test method not more than 12 months prior to delivery of units. D. Provide pavers meeting the minimum material and physical properties set forth in CSA A231.1-06, Precast Concrete Paving Slabs. (For all Roof Paver types) 1. Minimum compressive strength 5000 psi (55MPa). E. Provide pavers meeting the minimum flexural strength of 650 psi when tested in accordance to ASTM C293 Standards Test Method for Flexural Strength of Concrete. F. Provide pavers meeting the minimum slip resistance for coefficient of friction of 0.6 per the NIST-Brungraber Test. G. Maximum allowable breakage of product is 5%. 2.2 SUPPORT PEDESTAL SYSTEM A. Basis -of -Design Product: The Support Pedestal System is based on: 1. Bison Deck Pedestal Systems: (Select product or products being used) a. Versadjust - Typical Height Range 2 11/4" -36 inches, Weight Bearing 1500 lbs/pedestal. Spacer Tabs: Specify 1/8 inch or 3/16 inch. b. Level -It 2. As manufactured by: a. Bison Innovative Products b. 1975 W. 13th Ave, P.O. Box 40246 C. Denver, CO 80204. B. Product requirements: 1. Pedestal System Type 3: Stackable Low Height Pedestal Supports a. Stackable Sizes: 1) Model: HD25 Stackable 1/4 inch (6.4mm) tall, with integral Spacer Tabs 2) Model: HD50 Stackable 1/2 inch (13mm) tall, with integral Spacer Tabs 3) Model: HD75 Stackable 3/4 inch (19mm) tall, with integral Spacer Tabs 4) Integral Spacer Tabs: (Choose size) (a) 1/8 inch (b) 3/16 inch 5) Material: Mineral Filled High Density Copolymer Polypropylene. (a) Contains 20% Post industrial recycled material. 6) Bearing Surface Area: 37.68" sq inches (9032 sq mm). 7) NOTE: Do not exceed 4 units high. 2. Pedestal System Type 4: Adjustable Low Height Pedestal Supports a. Model: Adjustable LO b. Height: 1 1/4 inches to 2 inches (32mm - 51mm). C. Rotating Base: 1) Size: 7 7/8 inch (200mm) diameter x 3/16 inch (4.75mm) top wall thickness. ROOF CONCRETE PAVERS 07 7600 - 5 PEDESTAL SYSTEM Liberty Tower Exterior Renovations - Ph 2 South Bend, Indiana (G Copyright, Kil Architecture / Planning September 2020 2) Bearing Surface Area: 48 square inches (310 sq. cm.). 3) Four (4) - 1/4 inch (6mm) diameter holes for drainage and / or mechanical attachment. 4) Top Unit: 5/32 inch (4mm) thick plate with a 29 square inch (187 sq. cm.) bearing surface area 5) Material: Mineral Filled High Density Copolymer Polypropylene (a) Contains 20% Post industrial recycled material. Pedestal System Accessories: a. Base Leveler Disks: 1) Model: LD4 - Placed beneath pedestals to compensate for slopes up to 1 inch per foot. (a) Slope: 1/4 inch per foot each. Two additional LD4 units may be added. (b) V Series Pedestals include two (2) Model VB Integral Base Leveler Disks. (c) All other pedestals may stack up to four LD4's under one pedestal for up to 1 inch of slope compensation. (d) Material: Mineral Filled High Density Copolymer Polypropylene. 2) Shims: (a) Model: B11 Flexible Shim 1/16 inch (1) Material: (1.5mm) Sanaprene. 3) Base Pads: (a) Model FFB: Pedestal base pad for on grade use, provides a large 12 inch by 12 inch x'/4 inch (305mm x 305mm x 6 mm) base bearing surface for on grade installations. (b) Model FIB: Pedestal base pad for use on roofing and waterproofing installations over low density insulation, provides a large 12 inch by 12 inch x 11/16 inches (305mm x 305mm x 17.5mm) base bearing surface. (c) Material: Mineral Filled High Density Copolymer Polypropylene. FIB also contains galvanized metal pad. (1) Contains 20% Post industrial recycled material. PART 3 EXECUTION 3.1 EXAMINATION A. Examine areas indicated to receive Support Pedestal System bases for compliance with requirements for installation tolerances and other conditions affecting performance for the following items before placing Roof Concrete Pavers. 1. Verify location, type, and elevations of edge restraints, concrete collars around utility structures, and drainage inlets. 2. Notify Architect of unsatisfactory preparation before proceeding if substrate preparation is the responsibility of another installer. 3. Verify all elevations, required pedestal heights and deck dimensions before commencing work. B. Do not begin installation until substrates have been properly prepared. 1. Proceed with installation only after unsatisfactory conditions have been corrected. ROOF CONCRETE PAVERS 07 7600 - 6 PEDESTAL SYSTEM Liberty Tower Exterior Renovations - Ph 2 © Copyright, Kil Architecture / Planning South Bend, Indiana September 2020 2. Setting of Support Pedestal units signifies acceptance of building roof membrane and protection board substrates. 3.2 PREPARATION A. Keep area where Roof Paver Pedestal System is to be constructed free from nails, screws, debris, etc. during entire job. Repair all damage to roof substrate. B. Complete construction of all roof drain inlets and other drainage structures before the commencement of Support Pedestal System installation. C. Do not damage roof drains, roof substrate, and/or other drainage appurtenances during installation. Report all damage immediately. D. Protect HVAC, ventilation pipes and other structures during Roof Concrete Paver and Support Pedestal System installation. E. Clean and free projections and debris impairing the performance of the pedestals or the total system from the substrate. F. Establish accurate lines, levels and pattern. G. G. Installation requirements vary for each individual project site. Provide Roof Concrete Pavers materials used, pattern, grid layout, starting point, and finished elevation on plan view shop drawings which have been prepared and approved. H. Establish a starting point and the finished elevation of the Roof Concrete Paver surface. Mark the Support Pedestal System elevation (finished elevation minus paver material thickness) around the perimeter using a transit "torpedo" water level or laser leveling device. L Define the paver surface area by accurately taking precise measurements. Mark off and square all outside edges with control lines (chalk lines or spray paint). Install two (2) lines that are perpendicular to each other across the paver surface area. Continue to mark a grid of lines in both directions marking the location of each pedestal. Implement control lines as references to periodically check the layout during installation to assure a square layout. 3.3 INSTALLATION A. PEDESTAL SYSTEM Install in accordance with manufacturer's instructions. 2. If required, place a Floating Insulation Base (FIB) board or Floating Foundation Base (FFB) in the location on the grid of each pedestal. 3. Place a Support Pedestal where each measured grid line meets the perimeter. a. Remove two (2) spacer tabs in line with one another on top of each pedestal placed around the perimeter. b. Remove all four (4) spacer tabs at corners. 4. Adjust each Support Pedestal to a "top of pedestal" elevation marked around the perimeter. (Normally the deck support is positioned as close to the perimeter as possible, with the two remaining spacer tabs aligned with the grid line.) Stretch a string line along ROOF CONCRETE PAVERS 07 7600 - 7 PEDESTAL SYSTEM Liberty Tower Exterior Renovations - Ph 2 South Bend, Indiana © Copyright, Kil Architecture / Planning September 2020 (or utilize a laser leveling device) and slightly ahead of the second row of Support Pedestals. 5. Pre-sort and pre-set the Support Pedestals to the proper elevation and place in position prior to the installation of the Roof Concrete Pavers. 6. Plumb Support Pedestals. 7. Rotate the pedestal base or bottom to vertically adjust the Support Pedestal elevation while being loaded with pavers. Clockwise rotation of the pedestal base will raise the bearing surface and the paver units. Counter -clockwise rotation will lower the top bearing surface. 8. Slight irregularities in Roof Concrete Paver thickness can be compensated for by using one to two shim segments. Place shims on top of the pedestal, under the comer(s) of the decking tile or paver. Never use more than two (2) shims on top of the pedestal and always adhere 1/4 wedges with construction adhesive. 9. Stackable Fixed Height Pedestals: Complete grid layout as instructed above. Stack no more than four (4) fixed height pedestals together and place in lieu of adjustable pedestals where needed. Remove spacer tabs to accommodate perimeter and corner support locations. 10. Support items (such as planters, concrete benches, sculptures, hot tubs, grills, or industrial equipment) directly with additional pedestals directly and independently of the main Roof Concrete Pavers and Support Pedestal System. 3.4 ROOF CONCRETE PAVERS A. Do not use pavers with chips, cracks, voids, discolorations, and other defects that might be visible in finished work. B. Mix Pavers from a minimum of three (3) bundles simultaneously drawing the paver vertically rather than horizontally, as they are placed, to produce uniform blend of colors and textures. 1. Exercise care in handling face mix pavers to prevent surfaces from contacting backs or edges of other units. 2. Install Roof Concrete Pavers using pattern as indicated. 3. Place the corner of the Roof Concrete Paver directly over the center of the Support Pedestal where more than one unit meets. 4. Place units hand tight against spacer bars or pedestal spacer tabs. Adjust horizontal placement of laid pavers to align straight. 5. Provide space between paver units of 1/32 in. (1 mm) wide to achieve straight bond lines. 6. Set surface elevation of Roof Concrete Pavers 1/16 in. (1.5 mm) above adjacent drainage inlets, concrete collars or channels. 7. Do not exceed joint (bond) lines more than ±1/2 in. (±15 mm) over 50 ft. (15 m) from string lines. 8. Cut unit pavers with motor -driven masonry saw equipment to provide clean, sharp, unchipped edges. Cut units to provide pattern indicated and to fit adjoining work neatly. Use full units without cutting where possible. Hammer cutting is not acceptable. 9. Remove any cracked or structurally damaged pavers and replace with new units. ROOF CONCRETE PAVERS 07 7600 - 8 PEDESTAL SYSTEM Liberty Tower Exterior Renovations - Ph 2 South Bend, Indiana © Copyright, Kil Architecture / Planning September 2020 10. Tolerances: Do not exceed 1/32-inch (0.8-mm) unit -to -unit offset from flush (lippage). Do not exceed 1/8 inch in 10 feet (3 mm in 3 m) from level, or indicated slope, for finished surface of paving. 3.5 SUPPORT PEDESTAL SYSTEM PLACEMENT AND FINAL ADJUSTMENT A. Place Support Pedestal System and the Roof Concrete Pavers per the manufacturer written instructions. Utilizing labor saving devices, such as paver lifters or vacuum devices where applicable, especially on large jobs. B. Support Pedestals are designed to be rotated for final slight adjustment when system is fully loaded. Level Support Pedestals in each succeeding row as the installation proceeds. Adjust final height or maintenance adjustments by rotating the base in a clockwise or counter -clockwise direction to raise or lower the surface material. C. Provide additional sections of shims for regular maintenance. Install Shims in multiples, whole or segmented, and placed under the base or on top the pedestal to level the Roof Concrete Pavers. D. On top of pedestal: Provide construction adhesive to adhere sections of shims. Construction adhesive is not required when using whole shims on top of a pedestal. E. Beneath a pedestal: Provide a small amount of construction adhesive to adhere sections of shims and/or whole shims to each other or to the pedestal. Unless specified to do so, DO NOT adhere pedestal or shims to insulation, roofing or waterproofing membrane. 3.6 PERIMETER CONTAINMENT A. Contain and `box -in' any area of a Roof Concrete Pavers that are not restrained by a parapet or foundation wall. The Roof Concrete Paver panels will move if all sides are not adequately restrained. Restrain Roof Concrete Pavers on all sides and do not allow lateral movement in excess of one tab width. 3.7 FIELD QUALITY CONTROL A. Verify final elevations for conformance to the drawings after sweeping the surface clean. 1. Prevent final surface finish grade elevations from deviating more than ± 1/4 in. (±5 mm) under a 10 ft (3 m) straightedge or indicated slope, for finished surface of Roof Concrete Pavers. B. Lippage: No greater than 1/32 in. (1 mm) difference in height between Roof Concrete Pavers or adjacent surfaces such as walkways and door thresholds. 3.8 REPAIRING, CLEANING AND SEALING A. Remove and replace Roof Concrete Pavers that are chipped, broken, stained, or otherwise damaged or that do not match adjoining units. Provide new units to match adjoining units and install in same manner as original units, with same joint treatment and with no evidence of replacement. ROOF CONCRETE PAVERS 07 7600 - 9 PEDESTAL SYSTEM Liberty Tower Exterior Renovations - Ph 2 © Copyright, Kil Architecture / Planning South Bend, Indiana September 2020 B. Cleaning: Remove excess dirt, debris, stains, grit, etc. from exposed Roof Concrete Paver surfaces; wash and scrub clean. 1. Clean Roof Concrete Pavers in accordance with the manufacturer's written recommendations. 3.9 PROTECTION A. Protect completed work from damage due to subsequent construction activity on the site. END OF SECTION ROOF CONCRETE PAVERS 07 7600 - 10 PEDESTAL SYSTEM Liberty Tower Exterior Renovations - Ph 2 South Bend, Indiana SECTION 07 9200 - JOINT SEALANTS PART 1 GENERAL 1.1 SECTION INCLUDES A. Nonsag gunnable joint sealants. B. Self -leveling pourable joint sealants. C. Joint backings and accessories. D. Contractor -provided field quality control. © Copyright, Kil Architecture / Planning September 2020 1.2 RELATED REQUIREMENTS A. Section 09 0723 - Concrete and Masonry Coatings: Sealing cracks and joints. 1.3 REFERENCE STANDARDS A. ASTM C794 - Standard Test Method for Adhesion -In -Peel of Elastomeric Joint Sealants; 2015a. B. ASTM C834 - Standard Specification for Latex Sealants; 2017. C. ASTM C920 - Standard Specification for Elastomeric Joint Sealants; 2018. D. ASTM C1087 - Standard Test Method for Determining Compatibility of Liquid -Applied Sealants with Accessories Used in Structural Glazing Systems; 2016. E. ASTM C1193 - Standard Guide for Use of Joint Sealants; 2016. F. ASTM C 13 11 - Standard Specification for Solvent Release Sealants; 2014. G. ASTM C1330 - Standard Specification for Cylindrical Sealant Backing for Use with Cold Liquid -Applied Sealants; 2002 (Reapproved 2013). H. ASTM C1521 - Standard Practice for Evaluating Adhesion of Installed Weatherproofing Sealant Joints; 2013. 1.4 SUBMITTALS A. See Section 013000 - Administrative Requirements, for submittal procedures. B. Product Data for Sealants: Submit manufacturer's technical data sheets for each product to be used, that includes the following. 1. Physical characteristics, including movement capability, VOC content, hardness, cure time, and color availability. 2. List of backing materials approved for use with the specific product. JOINT SEALANTS 07 9200 - 1 Liberty Tower Exterior Renovations - Ph 2 South Bend, Indiana © Copyright, Kil Architecture / Planning September 2020 3. Substrates that product is known to satisfactorily adhere to and with which it is compatible. 4. Substrates the product should not be used on. 5. Substrates for which use of primer is required. 6. Sample product warranty. 7. Certification by manufacturer indicating that product complies with specification requirements. C. Color Cards for Selection: Where sealant color is not specified, submit manufacturer's color cards showing standard colors available for selection. D. Samples for Verification: Where custom sealant color is specified, obtain directions from Architect and submit at least two physical samples for verification of color of each required sealant. E. Preconstruction Laboratory Test Reports: Submit at least four weeks prior to start of installation. F. Preinstallation Field Adhesion Test Plan: Submit at least two weeks prior to start of installation. G. Preinstallation Field Adhesion Test Reports: Submit filled out Preinstallation Field Adhesion Test Reports log within 10 days after completion of tests; include bagged test samples and photographic records. 1.5 QUALITY ASSURANCE A. Manufacturer Qualifications: Company specializing in manufacturing the products specified in this section with minimum three years documented experience. B. Installer Qualifications: Company specializing in performing the work of this section and with at least three years of documented experience. C. Preconstruction Laboratory Testing: Arrange for sealant manufacturer(s) to test each combination of sealant, substrate, backing, and accessories. 1. Adhesion Testing: In accordance with ASTM C794. 2. Compatibility Testing: In accordance with ASTM C1087. 3. Allow sufficient time for testing to avoid delaying the work. 4. Deliver to manufacturer sufficient samples for testing. 5. Report manufacturer's recommended corrective measures, if any, including primers or techniques not indicated in product data submittals. 6. Testing is not required if sealant manufacturer provides data showing previous testing, not older than 24 months, that shows satisfactory adhesion, lack of staining, and compatibility. D. Preinstallation Field Adhesion Test Plan: Include destructive field adhesion testing of one sample of each combination of sealant type and substrate, except interior acrylic latex sealants, and include the following for each tested sample. 1. Identification of testing agency. JOINT SEALANTS 07 9200 - 2 Liberty Tower Exterior Renovations - Ph 2 © Copyright, Kil Architecture / Planning South Bend, Indiana September 2020 2. Preinstallation Field Adhesion Test Log Form: Include the following data fields, with known information filled out. a. Test date. b. Copy of test method documents. C. Age of sealant upon date of testing. d. Test results, modeled after the sample form in the test method document. e. Indicate use of photographic record of test. E. Field Adhesion Test Procedures: 1. Allow sealants to fully cure as recommended by manufacturer before testing. 2. Have a copy of the test method document available during tests. 3. Record the type of failure that occurred, other information required by test method, and the information required on the Field Quality Control Log. 4. When performing destructive tests, also inspect the opened joint for proper installation characteristics recommended by manufacturer, and report any deficiencies. 5. Deliver the samples removed during destructive tests in separate sealed plastic bags, identified with project, location, test date, and test results, to Owner. 6. If any combination of sealant type and substrate does not show evidence of minimum adhesion or shows cohesion failure before minimum adhesion, report results to Architect. F. Destructive Field Adhesion Test: Test for adhesion in accordance with ASTM C1521, using Destructive Tail Procedure. 1. Sample: At least 18 inches long. 2. Minimum Elongation Without Adhesive Failure: Consider the tail at rest, not under any elongation stress; multiply the stated movement capability of the sealant in percent by two; then multiply 1 inch by that percentage; if adhesion failure occurs before the "1 inch mark" is that distance from the substrate, the test has failed. 3. If either adhesive or cohesive failure occurs prior to minimum elongation, take necessary measures to correct conditions and re -test; record each modification to products or installation procedures. 1.6 WARRANTY A. See Section 017800 - Closeout Submittals, for additional warranty requirements. B. Correct defective work within a five year period after Date of Substantial Completion. C. Warranty: Include coverage for installed sealants and accessories that fail to achieve watertight seal , exhibit loss of adhesion or cohesion, or do not cure. PART 2 PRODUCTS 2.1 JOINT SEALANT APPLICATIONS A. Scope: JOINT SEALANTS 07 9200 - 3 Liberty Tower Exterior Renovations - Ph 2 South Bend, Indiana © Copyright, Kil Architecture / Planning September 2020 1. Exterior Joints: Seal open joints, whether or not the joint is indicated on drawings, unless specifically indicated not to be sealed. Exterior joints to be sealed include, but are not limited to, the following items. a. Wall expansion and control joints. b. Joints between metal wall panels, door, window, and other frames and adjacent construction. C. Joints between different exposed materials. d. Openings below ledge angles in masonry. e. Expansion joints in concrete paving. f Other joints indicated below. 2. Interior Joints: Do not seal interior joints unless specifically indicated to be sealed. Interior joints to be sealed include, but are not limited to, the following items. a. Joints between door, window, and other frames and adjacent construction. b. Other joints indicated below. 3. Do not seal the following types of joints. a. Intentional weepholes in masonry. b. Joints indicated to be treated with manufactured expansion joint cover or some other type of sealing device. C. Joints where sealant is specified to be provided by manufacturer of product to be sealed. d. Joints where installation of sealant is specified in another section. B. Exterior Joints: Use non -sag polyurethane sealant, unless otherwise indicated. 1. Type S-5 - Lap Joints in Sheet Metal Fabrications: Butyl rubber, non -curing. 2. Type S-1 - Control joints in concrete masonry walls. 3. Type S-2 - Control and Expansion Joints in Concrete Paving: Self -leveling polyurethane "traffic -grade" sealant. 4. Type S-4 - Joints between window and door frames and adjacent materials. 5. Type S-3 - Settlement cracks in concrete masonry units. 2.2 NONSAG JOINT SEALANTS A. Type S-4 - Polyurethane Sealant: ASTM C920, Grade NS, Uses M and A; single or multi -component; not expected to withstand continuous water immersion or traffic. 1. Movement Capability: Plus and minus 25 percent, minimum. 2. Color: To be selected by Architect from manufacturer's standard range. 3. Manufacturers: a. Pecora Corporation; DynaTrol I -XL: www.pecora.com/gsle. b. Sherwin-Williams Company; Stampede-1/-TX Polyurethane Sealant: www.sherwin-williafns.com/gsle. C. Sika Corporation; Sikaflex-la: www.usa-sika.com/gsle. d. Tremco Commercial Sealants & Waterproofing; Dymeric 240 FC: www.tremcosealants.com/gsle. e. Approved equivalent products. JOINT SEALANTS 07 9200 - 4 Liberty Tower Exterior Renovations - Ph 2 South Bend, Indiana © Copyright, Kil Architecture / Planning September 2020 B. Type S-1 - Polyurethane Sealant: ASTM C920, Grade NS, Uses M and A; single or multi -component; not expected to withstand continuous water immersion or traffic. 1. Movement Capability: Plus and minus 50 percent, minimum. 2. Color: To be selected by Architect from manufacturer's standard range. 3. Manufacturers: a. Sika Corporation; Sikaflex-15 LM: www.usa-sika.com/gsle. b. Approved equivalent products. C. Type S-3 - Acrylic Emulsion Latex with Silicone Additive: Water -based; ASTM C834, single component, non -staining, non -bleeding, non -sagging; intended for exterior use. 1. Color: To be selected by Architect from manufacturer's full range. 2. Manufacturers: a. Sherwin-Williams Company; Powerhouse Siliconized Acrylic Latex Sealant: www.sherwin-williafns.com/gsle. b. Approved equivalent products. D. Type S-5 -Non-Curing Butyl Sealant: Solvent -based; ASTM C1311; single component, non -sag, non -skinning, non -hardening, non -bleeding; vapor -impermeable; intended for fully concealed applications. 2.3 SELF -LEVELING SEALANTS A. Type S-2 - Self -Leveling Polyurethane Sealant: ASTM C920, Grade P, Uses M and A; single or multi -component; explicitly approved by manufacturer for traffic exposure; not expected to withstand continuous water immersion. 1. Movement Capability: Plus and minus 25 percent, minimum. 2. Color: To be selected by Architect from manufacturer's standard range. 3. Manufacturers: a. Pecora Corporation; Urexpan NR-200: www.pecora.com/gsle. b. Sherwin-Williams Company; Stampede 1 SL Polyurethane Sealant: www.sherwin-williafns.com/gsle. C. Sika Corporation; Sikaflex-lc SL: www.usa-sika.com/gsle. d. Approved equivalent products. 2.4 ACCESSORIES A. Backer Rod: Cylindrical cellular foam rod with surface that sealant will not adhere to, compatible with specific sealant used, and recommended by backing and sealant manufacturers for specific application. 1. Type for Joints Not Subject to Pedestrian or Vehicular Traffic: ASTM C1330; Type O - Open Cell Polyurethane. 2. Type for Joints Subject to Pedestrian or Vehicular Traffic: ASTM C1330; Type B - Bi-Cellular Polyethylene. 3. Open Cell: 40 to 50 percent larger in diameter than joint width. 4. Closed Cell and Bi-Cellular: 25 to 33 percent larger in diameter than joint width. JOINT SEALANTS 07 9200 - 5 Liberty Tower Exterior Renovations - Ph 2 © Copyright, Kil Architecture / Planning South Bend, Indiana September 2020 B. Backing Tape: Self-adhesive polyethylene tape with surface that sealant will not adhere to and recommended by tape and sealant manufacturers for specific application. C. Masking Tape: Self-adhesive, nonabsorbent, non -staining, removable without adhesive residue, and compatible with surfaces adjacent to joints and sealants. D. Joint Cleaner: Non -corrosive and non -staining type, type recommended by sealant manufacturer; compatible with joint forming materials. E. Primers: Type recommended by sealant manufacturer to suit application; non -staining. PART 3 EXECUTION 3.1 EXAMINATION A. Verify that joints are ready to receive work. B. Verify that backing materials are compatible with sealants. C. Verify that backer rods are of the correct size. D. Preinstallation Adhesion Testing: Install a sample for each test location indicated in the test plan. 1. Test each sample as specified in PART 1 under QUALITY ASSURANCE article. 2. Notify Architect of date and time that tests will be performed, at least seven days in advance. 3. Record each test on Preinstallation Adhesion Test Log as indicated. 4. If any sample fails, review products and installation procedures, consult manufacturer, or take whatever other measures are necessary to ensure adhesion; re -test in a different location; if unable to obtain satisfactory adhesion, report to Architect. 5. After completion of tests, remove remaining sample material and prepare joint for new sealant installation. 3.2 PREPARATION A. Remove loose materials and foreign matter that could impair adhesion of sealant. B. Clean joints, and prime as necessary, in accordance with manufacturer's instructions. C. Perform preparation in accordance with manufacturer's instructions and ASTM C1193. D. Mask elements and surfaces adjacent to joints from damage and disfigurement due to sealant work; be aware that sealant drips and smears may not be completely removable. 3.3 INSTALLATION A. Perform work in accordance with sealant manufacturer's requirements for preparation of surfaces and material installation instructions. JOINT SEALANTS 07 9200 - 6 Liberty Tower Exterior Renovations - Ph 2 South Bend, Indiana B. Perform installation in accordance with ASTM C 1193. © Copyright, Kil Architecture / Planning September 2020 C. Measure joint dimensions and size joint backers to achieve width -to -depth ratio, neck dimension, and surface bond area as recommended by manufacturer, except where specific dimensions are indicated. D. Install bond breaker backing tape where backer rod cannot be used. E. Install sealant free of air pockets, foreign embedded matter, ridges, and sags, and without getting sealant on adjacent surfaces. F. Do not install sealant when ambient temperature is outside manufacturer's recommended temperature range, or will be outside that range during the entire curing period, unless manufacturer's approval is obtained and instructions are followed. G. Nonsag Sealants: Tool surface concave, unless otherwise indicated; remove masking tape immediately after tooling sealant surface. 3.4 FIELD QUALITY CONTROL A. Perform field quality control inspection/testing as specified in PART 1 under QUALITY ASSURANCE article. B. Remove and replace failed portions of sealants using same materials and procedures as indicated for original installation. END OF SECTION JOINT SEALANTS 07 9200 - 7 Liberty Tower Exterior Renovations - Ph 2 South Bend, Indiana © Copyright, Kil Architecture / Planning September 2020 SECTION 09 9723 - CONCRETE AND MASONRY COATINGS PART 1 GENERAL 1.1 SECTION INCLUDES A. Moisture resistant smooth concrete and masonry coatings. 1.2 RELATED REQUIREMENTS A. Section 04 0100 - Maintenance of Masonry B. Section 04 0511 - Mortar and Masonry Grout C. Section 07 9200 - Joint Sealants 1.3 REFERENCE STANDARDS A. ASTM B 117 - Standard Practice for Operating Salt Spray (Fog) Apparatus; 2016. B. ASTM D6904 - Standard Practice for Resistance to Wind -Driven Rain for Exterior Coatings Applied on Masonry; 2003 (Reapproved 2013). C. ASTM E84 - Standard Test Method for Surface Burning Characteristics of Building Materials; 2018. D. ASTM E96/E96M - Standard Test Methods for Water Vapor Transmission of Materials; 2016. E. ASTM G153 - Standard Practice for Operating Enclosed Carbon Arc Light Apparatus for Exposure of Nonmetallic Materials; 2013. 1.4 SUBMITTALS A. See Section 013000 - Administrative Requirements, for submittal procedures. B. Product Data: Provide data indicating coating materials. C. Samples: Submit two samples 2 by 4 inch in size illustrating colors available for selection. D. Manufacturer's Certificate: Certify that products meet or exceed specified requirements. E. Manufacturer's Installation Instructions: Indicate special procedures and perimeter conditions requiring special attention. F. Maintenance Data: Include cleaning procedures and repair and patching techniques. 1.5 QUALITY ASSURANCE A. Manufacturer Qualifications: Company specializing in manufacturing the Products specified in this section with minimum five years documented experience. CONCRETE AND MASONRY 09 9723 - 1 COATINGS Liberty Tower Exterior Renovations - Ph 2 © Copyright, Kil Architecture / Planning South Bend, Indiana September 2020 B. Applicator Qualifications: Company specializing in performing the work of this section with minimum three years documented experience. 1.6 MOCK-UP A. Provide mock-up, 4 feet long by 4 feet wide, illustrating coating, color, and surface sheen, for each specified coating. B. Locate where directed. C. Mock-up may remain as part of the Work. 1.7 WARRANTY A. See Section 017800 - Closeout Submittals, for additional warranty requirements. B. Correct defective Work within a one year period after Date of Substantial Completion. C. Warranty: Include coverage for bond to substrate for a period of five years from the Date of Substantial Completion. PART 2 PRODUCTS 2.1 MANUFACTURERS A. Concrete and Masonry Coatings: 1. The Sherwin-Williams Company: www.sherwin-williams.com. 2. Substitutions: Section 01 6000 -Product Requirements. 2.2 CONCRETE AND MASONRY COATINGS A. Provide high -build, weather resistant coating systems that meet the following minimum performance criteria, unless more stringent criteria are specified: 1. Salt Spray Resistance: Passes when tested according to ASTM B 117 for 2000 hours. 2. Surface Burning Characteristics: Flame spread/Smoke developed index of 0/0, maximum, when tested in accordance with ASTM E84. 3. Accelerated Outdoor Exposure: Passes when tested according to ASTM G153 for 5,000 hours. 2.3 MATERIALS A. Coatings - General: Provide complete systems formulated and recommended by manufacturer for the applications indicated, in the thicknesses indicated. 1. Maximum volatile organic compound (VOC) content: As required by applicable regulations. CONCRETE AND MASONRY 09 9723 - 2 COATINGS Liberty Tower Exterior Renovations - Ph 2 South Bend, Indiana © Copyright, Kil Architecture / Planning September 2020 B. High Build, Water Based Smooth Coating Sytem: Water based, elastomeric, acrylic latex smooth two -coat system. 1. Stated by manufacturer as suitable for masonry and concrete surfaces cured 28 days, minimum; cement plaster, cement fiber board, and metal. 2. Dry Film Thickness: 12 to 15 mils, minimum. 3. Wind Driven Rain Resistance: Passing when tested according to ASTM D6904 at 98 miles per hour for 24 hours. 4. Water Vapor Transmission: ASTM E96/E96M; 16.9 perms, maximum. 5. Color: To be selected by Architect from manufacturer's full range. 6. Texture: Smooth. 7. Manufacturers: a. The Sherwin-Williams Company; Conflex XL: www.sherwin-williams.com b. Approved equivalent products. C. PRIMER 1. One -Coat Latex Coating: 2. Manufacturers: a. The Sherwin-Williams Company; Loxon XP: www.sherwin-williams.com. b. Approved equivalent products. D. SEALANTS 1. Latex sealant as required in Section 07 9200. PART 3 EXECUTION 3.1 EXAMINATION A. Verify existing conditions before starting work. B. Verify that substrate surfaces are ready to receive work as instructed by the coating manufacturer. Obtain and follow manufacturer's instructions for examination and testing of substrates. C. Cementitious Substrates: Do not begin application until substrate has cured 28 days minimum and measured moisture content is not greater than 16 percent. 3.2 JOINT REPAIR A. Apply latex sealant to all open joints and cracks in masonry that are not repaired or filled in Section 040100. B. Allow sealant to cure for period recommended by sealant manufacturer. 3.3 PRIMING A. Apply primer to uncoated surfaces, unless specifically not required by coating manufacturer. Apply in accordance with coating manufacturer's instructions. CONCRETE AND MASONRY 099723 -3 COATINGS Liberty Tower Exterior Renovations - Ph 2 © Copyright, Kil Architecture / Planning South Bend, Indiana September 2020 B. Concrete and Masonry: Prior to priming, patch holes and indentations and fill cracks with manufacturer's recommended crack repair material. 3.4 COATING APPLICATION A. Apply coatings in accordance with manufacturer's instructions, to thicknesses specified. B. Apply in uniform thickness coats, without runs, drips, pinholes, brush marks, or variations in color, texture, or finish. Finish edges, crevices, corners, and other changes in dimension with full coating thickness. 3.5 CLEANING A. Collect waste material that could constitute a fire hazard, place in closed metal containers, and remove daily from site. B. Clean surfaces immediately of overspray, splatter, and excess material. C. After coating has cured, clean and replace finish hardware, fixtures, and fittings previously removed. 3.6 PROTECTION A. Protect finished work from damage. END OF SECTION CONCRETE AND MASONRY 09 9723 - 4 COATINGS 1316 COUNTY -CITY BUILDING 227 W. JEFFERSON BOULEVARD SOUTH BEND, INDIANA 46601-1830 PHONE 574/ 235-9251 FAx 574/235-9171 TDD 574/ 235-5567 CITY OF SOUTH BEND, JAMES MUELLER, MAYOR BOARD OF PUBLIC WORKS Date: September 3, 2020 To: All Planholders From Linda M. Martin, Clerk, Board of Public Works Subject Addendum Number: 1� Project Name: Liberty Tower Exterior —Renovations — Ph 2 Project Number: 120-047 ACKNOWLEDGEMENT OF RECEIPT OF ADDENDUM Date Received: Sp,� This addendum is being forwarded to you for the above referenced project. Please sign below and acknowledge receipt of this Addendum by faxing this sheet to the Board of Public Works at (574) 235-9171 within 48 hours of receipt. A copy MUST also be included with your bid package upon submittal. THIS ADDENDUM MAY AFFECT YOUR BID. Notes: The attached documents are hereby added to the Specifications and Contract Documents and become a part of herein. Comp, Author Date: Version 4/2/2015 J�0 1 aF- N � *..,, woo"== = v� LU - r Y-o .. = YQa_�Y wQu �LL a. P� �FOas a W swo w Z wPm �wa-9� -- - o-� i _ s = y € B w o o LLI O O m o — w Z f%/ i%% k€ 5 U w T O (iep� o- g o m N > Q (A - 1-1ate=« LLJ > LLJ _ Q a , k z> > w�� U 1,a� 1 E a! H O Q = LL O %� LU O o o LLI ¢ ° 0 3 cn m z Jm - LU � 0- �� Y = "( {�� € U € FHW Hid moo.. .� >e�wwa ea�a ems � Fspr�rr�� sspr az E o 6S o� .o wwwwu nM ID © 4 a) 'il^ m :7= ffi u2 W � H Q Q Q Q ZD ZD - w w w r z zz w=.,z « -E N •_ F - jjj s u ~KQ _ 3 _ O a- LL F LL- e•? _ w ° �waaNya � -- _ova s� (D 8 S �S QF I—L-00Nzz` LL ���111 a: wxz c7z¢ mwaaN > - ...... �x` z ,§/ \§ _ > 2 \ � \ §2± 2 7? - & x.E - \\\\\ �� /FD , OZ Jw ¢F a-E Woo Nzz` •_ ., Y F _ 0 2 U) E F 01 M Yaa_�Y mutt �LL^„! V mxzx? 3 - In 00 J ®e c7z¢ �waaN - W W jr JI,J J' vi I a s �. E „............. v w a z r z=` - Z o �4ti.........Y w o� O +o �iml�o```^zriy Z F Q ago 0 LLJ U) Q' d Rio w z¢ �wa< wF > 9 2 U YQ� „4 * �0_ N gym= try •.,� S o �W> W F D YQa_�Y mutt �LL a ,! w~z=z a X 0 ®e c7z¢ :, mwaaN L1J r� uuu a i I/CD f 1316 COUNTY -CITY BUILDING 227 W. JEFFERSON BOULEVARD SOUTH BEND, INDIANA 46601-1830 Date: To: From Subj ect PHONE 574/235-9251 FAX 574/ 235-9171 TDD 574/ 235-5567 CITY OF SOUTH BEND, JAMES MUELLER, MAYOR BOARD OF PUBLIC WORKS September 3, 2020 All Planholders Linda M. Martin, Clerk, Board of Public Works Addendum Number: 1 Project Name: Liberty Tower Exterior Renovations — Ph 2 Project Number: 120-047 ACKNOWLEDGEMENT OF RECEIPT OF ADDENDUM Date Received: This addendum is being forwarded to you for the above referenced project. Please sign below and acknowledge receipt of this Addendum by faxing this sheet to the Board of Public Works at (574) 235-9171 within 48 hours of receipt. A copy MUST also be included with your bid package upon submittal. THIS ADDENDUM MAY AFFECT YOUR BID. Notes: The attached documents are hereby added to the Specifications and Contract Documents and become a part of herein. Company: Authorized Signature: Date: Version 4/2/2015 PROJECT NAME: LIBERTY TOWER EXTERIOR RENOVATIONS — PH 2 ADDENDUM NO. 1 Date: September 3, 2020 To: All Plan Holders From: Linda M. Martin, Clerk of the Board of Public Works The following pages are to be added to the contract documents: Addendum #1 pages 1-10 dated September 3, 2020 by Kil Architecture/Planning A FULL AND COMPLETE COPY OF EACH CORRECTED PAGE IS ATTACHED TO THIS ADDENDUM. You must acknowledge receipt of this addendum by signing the first page, returning it via facsimile to (574) 235-9171, and a copy of the first page must be included with your bid. — This addendum consists of a total of 12 pages — Version 4/2/2019 Addendum #1 Date: September 3, 2020 To: All Bidders and others to whom Plans & Specifications have been issued From: Kil Architecture/ Planning Gregory A. Kil, AIA, NCARB Architect RE: Liberty Tower Exterior Renovations — Ph 2 - Project 120-047 For City of South Bend, Board of Public Works 227 W. Jefferson Blvd, Room 1316 South Bend, IN 46601 This addendum forms part of the Contract Documents and modifies the original Bidding Documents only as noted below. The remainder of the drawings and Specifications are to remain in their entirety. Acknowledge receipt of this addendum in the space provided on the Bid Form. This addendum consists of the following changes identified in bold: r-'GniGooi A. The due date for quotes to be submitted electronically has been changed from September 8, 2020 to September 22, 2020 at 9:30 AM. They will be opened by the Board of Public Works at that time. B. Contractors may inspect the existing conditions at the 7th Floor Roof. Contact Facilities Manager Josh Overholtzer at (574) 276-1795. C. A bid bond is not required. D. A performance bond is not required. PROJECT MANUAL: A. Specification Section 05 5000, Metal Fabrications 1. Omit Section 05 5000 in it's entirety. B. Insert new Specification Section 05 5100, Metal Stairs DRAWINGS: A. Drawing A1.2, 7th Floor Roof Plan: 1. Omit drawing A1.2 and substitute attached drawing A1.2, Revision 1. B. Drawing A2.1, Roof Details: 1. Omit drawing A2.1 and substitute attached drawing A2.1, Revision 1. C. Drawing A4.2, Exterior Details: K I L ARCHITECTURE PLANNING www.kilarchitecture.com Addendum #1 page 1 1126 LINCOLNWAY EAST SOUTH BEND IN 46601 (574) 288.2654 VOICE 289. 2420 FAX 1. Omit drawing A4.2 and substitute attached drawing A4.2, Revision 1. END OF ADDENDUM #1 ATTACHMENTS: Specification Section 05 5100, Metal Stairs Drawing A1.2, 7t" Floor Roof Plan, Revision 1, dated September 3, 2020 Drawing A2.1, Roof Details, Revision 1, dated September 3, 2020 Drawing A4.2, Exterior Details, Revision 1, dated September 3, 2020 K I L ARCHITECTURE PLANNING www.kilarchitecture.com Addendum #1 page 2 1126 LINCOLNWAY EAST SOUTH BEND IN 46601 (574) 288.2654 VOICE 289. 2420 FAX Liberty Tower Exterior Renovations - Ph 2 South Bend, Indiana SECTION 05 5100 - METAL STAIRS PART 1 GENERAL 1.1 SECTION INCLUDES A. Stairs with grating treads. B. Structural steel stair framing and supports. C. Handrails and guards. D. Repair of warranted membrane roofing system. 1.2 REFERENCE STANDARDS © Copyright, Kil Architecture / Planning September 2020 A. ASTM A36/A36M - Standard Specification for Carbon Structural Steel; 2014. B. ASTM A53/A53M - Standard Specification for Pipe, Steel, Black and Hot -Dipped, Zinc -Coated, Welded and Seamless; 2018. C. ASTM A123/AI23M - Standard Specification for Zinc (Hot -Dip Galvanized) Coatings on Iron and Steel Products; 2017. D. ASTM A153/A153M - Standard Specification for Zinc Coating (Hot -Dip) on Iron and Steel Hardware; 2016a. E. ASTM A500/A500M - Standard Specification for Cold -Formed Welded and Seamless Carbon Steel Structural Tubing in Rounds and Shapes; 2018. F. ASTM A501/A501M - Standard Specification for Hot -Formed Welded and Seamless Carbon Steel Structural Tubing; 2014. G. ASTM F3125/F3125M - Standard Specification for High Strength Structural Bolts and Assemblies, Steel and Alloy Steel, Heat Treated, Inch Dimensions 120 ksi and 150 ksi Minimum Tensile Strength, and Metric Dimensions 830 MPa and 1040 MPa Minimum Tensile Strength; 2019. H. AWS A2.4 - Standard Symbols for Welding, Brazing, and Nondestructive Examination; 2012. 1. AWS D1.1/D1.1M - Structural Welding Code - Steel; 2015, with Errata (2016). i . NAAMM AMP 510 - Metal Stairs Manual; 1992. K. NAAMM MBG 531 - Metal Bar Grating Manual; 2017. L. NAAMM MBG 532 - Heavy Duty Metal Bar Grating Manual; 2009. M. SSPC-Paint 20 - Zinc -Rich Primers (Type I, "Inorganic," and Type II, "Organic"); 2002 (Ed. 2004). METAL STAIRS 05 5100 - 1 Liberty Tower Exterior Renovations - Ph 2 South Bend, Indiana 1.3 SUBMITTALS © Copyright, Kil Architecture / Planning September 2020 A. See Section 013000 - Administrative Requirements, for submittal procedures. B. Shop Drawings: Indicate profiles, sizes, connection attachments, reinforcing, anchorage, size and type of fasteners, and accessories. 1. Indicate welded connections using standard AWS A2.4 welding symbols. Indicate net weld lengths. 2. Include the design engineer's seal and signature on each sheet of shop drawings. C. Membrane Roofing System Warranty: Provide documentation from Roofing System Manufacturer indicating approval of roofing system repair and continuation of existing system warranty. 1.4 QUALITY ASSURANCE A. Structural Designer Qualifications: Professional Structural Engineer experienced in design of this work and licensed in the State in which the Project is located, or personnel under direct supervision of such an engineer. B. Roofing System Repair: Membrane roofing system alterations and repair shall be performed by a roofing company that is prequalified by the Manufacturer to provide the existing roofing system and warranty. PART 2 PRODUCTS 2.1 METAL STAIRS - GENERAL A. Metal Stairs: Provide stairs of the design specified, complete with landing platforms, vertical and horizontal supports, railings, and guards, fabricated accurately for anchorage to each other and to building structure. 1. Regulatory Requirements: Provide stairs and railings complying with the most stringent requirements of local, state, and federal regulations; where requirements of Contract Documents exceed those of regulations, comply with Contract Documents. 2. Structural Design: Provide complete stair and railing assemblies complying with the following: a. Stair Capacity: Uniform live load of 100 lb/sq ft and a concentrated load of 300 lb with deflection of stringer or landing framing not to exceed 1/360 of span. b. Railing Assemblies: Comply with applicable local code. 3. Dimensions: As indicated on drawings. 4. Shop assemble components; disassemble into largest practical sections suitable for transport and access to site. 5. No sharp or rough areas on exposed travel surfaces and surfaces accessible to touch. 6. Separate dissimilar metals using paint or permanent tape. B. Metal Jointing and Finish Quality Levels: METAL STAIRS 05 5100 - 2 Liberty Tower Exterior Renovations - Ph 2 South Bend, Indiana © Copyright, Kil Architecture / Planning September 2020 1. Service: Exposed joints tight with face surfaces aligned; underside of stair not covered by soffit is not considered exposed to view. a. Welded Joints: Welded on back side wherever possible. b. Welds Exposed to View: Ground smooth; not required to be flush. C. Bolts Exposed to View: Countersunk flat or oval head bolts; no exposed nuts or screw threads. d. Metal Surfaces to be Painted: Sanded smooth, suitable for satin or matte finish. C. Fasteners: Same material or compatible with materials being fastened; type consistent with design and specified quality level. D. Anchors and Related Components: Same material and finish as item to be anchored, except where specifically indicated otherwise; provide all anchors and fasteners required. 2.2 METAL STAIRS WITH GRATING TREADS A. Jointing and Finish Quality Level: Service, as defined above. B. Risers: Closed. C. Treads: Steel bar grating. 1. Grating Type: Welded. 2. Bearing Bar Depth: 3/4 inch, minimum. 3. Grating Bar Spacing: Do not permit passage of a 1/2 inch diameter sphere. 4. Top Surface: Standard. 5. Nosing: Checkered plate. 6. Nosing Width: 1-1/4 inch, minimum. 7. Anchorage to Stringers: End plates welded to grating, bolted to stringers. D. Stringers: Rolled steel channels. 1. Stringer Depth: 10 inches. 2. End Closure: Sheet steel, 14 gage, 0.075 inch minimum; welded across ends. E. Landings: Same construction as treads, supported and reinforced as required to achieve design load capacity. F. Railings: Steel pipe railings. G. Finish: Galvanized after fabrication. 2.3 HANDRAILS AND GUARDS A. Wall -Mounted Rails: Round pipe or tube rails unless otherwise indicated. 1. Outside Diameter: 1-1/4 inch, minimum, to 1-1/2 inches, maximum. B. Guards: 1. Top Rails: Round pipe or tube rails unless otherwise indicated. a. Outside Diameter: 1-1/4 inch, minimum, to 1-1/2 inches, maximum. 2. Infill at Mesh Railings: Woven wire mesh panels. METAL STAIRS 05 5100 - 3 Liberty Tower Exterior Renovations - Ph 2 South Bend, Indiana © Copyright, Kil Architecture / Planning September 2020 a. Material and Finish: Same as stair. b. Wire Size: 0.125 inch. C. Wire Spacing: 3 inch. d. Mounting: Mesh welded to steel bar frame, frame welded to posts. 3. End and Intermediate Posts: Same material and size as top rails. a. Horizontal Spacing: As indicated on drawings. b. Mounting: Welded to top surface of stringer. 2.4 MATERIALS A. Steel Sections: ASTM A36/A36M. B. Steel Tubing: ASTM A500/A500M or ASTM A501/A501M structural tubing, round and shapes as indicated. C. Pipe: ASTM A53/A53M, Grade B Schedule 40, black finish. D. Gratings: Bar gratings complying with NAAMM MBG 531 or NAAMM MBG 532, whichever applies based on bar sizes. 2.5 ACCESSORIES A. Steel Bolts, Nuts, and Washers: ASTM F3125/F3125M, Type 1, and galvanized to ASTM A153/AI53M where connecting galvanized components. B. Welding Materials: AWS D1.1/D1.1M; type required for materials being welded. C. Touch -Up Primer for Galvanized Surfaces: SSPC-Paint 20, Type I - Inorganic, complying with VOC limitations of authorities having jurisdiction. 2.6 SHOP FINISHING A. Clean surfaces of rust, scale, grease, and foreign matter prior to finishing. B. Galvanizing: Hot -dip galvanize to minimum requirements of ASTM A123/A123M. 1. Touch up abraded areas after fabrication using specified touch-up primer for galvanized surfaces. PART 3 EXECUTION 3.1 INSTALLATION A. Install components plumb and level, accurately fitted, free from distortion or defects. B. Install stair components in existing membrane roofing system. Open roofing system as required to secure stair to roof structure. Restore roof system to water -tight condition using methods approved by Roofing System Manufacturer to maintain existing Roofing System Warranty. METAL STAIRS 05 5100 - 4 Liberty Tower Exterior Renovations - Ph 2 © Copyright, Kil Architecture / Planning South Bend, Indiana September 2020 1. Submit documentation from Roofing System Manufacturer affirming warranty of finished installation and repair of roofing system. C. Allow for erection loads, and for sufficient temporary bracing to maintain true alignment until completion of erection and installation of permanent attachments. D. Provide welded field joints where specifically indicated on drawings. Perform field welding in accordance with AWS D1.1/D1.1M. E. Other field joints may be either welded or bolted provided the result complies with the limitations specified for jointing quality levels. F. Obtain approval prior to site cutting or creating adjustments not scheduled. G. 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