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HomeMy WebLinkAboutROOF REPAIRS & MEMBRANE REPLACEMENT/SENIOR CENTER/2010ROOF REPAIRS & MEMBRANE REPLACEMENT/ SENIOR CENTER/ 2010 S+G,~,; pr C ~rv-~a ~ ~ .~O ~~ l d7~~R~"( ~~~,.~, S~D~t t-~.~ii.~'.O~'VS f ~N'p{,~v~~.~, L COt17-if'~ 'hsr T'ht- `~'~R!'vr' ~tR-~,tr___ ~~~.; ~~.i ~nve~Q~_ Z~ _ 1~~grS ts~-'~,~ f'~/t{,~-ri.~r~n.~ ~~P la.ctrntw'~'_ __ . rr~~ ~~ t ...-LOkt ~_ C r . _ ~ --v~_4..._ _ _ __ _ __ __ . _ _ _ _ ___ _ ~a~ AP,e_ i~ ~salk~`~.d~-__ia-iab__S~e~-~.n~___c~_~~,1',s ~~r---,~. _~n /V~ f~, dv~t7 0~ _ - ~1_G.nS.t____~~-2L~_-1~'~..C4~~_ES?"~5~ _ ~iv>, m D~' ~2?"-"C~C"1` ~_ _ ~ m~~_ ~ _ ,OY _ . _ '~-{.,,2. L~r~s-{-~t.~c~-~~v,, P~ ~~-Q. S~er~,_QV ~~~~i ~D<-.~ ..~_d~ Y~Ci ~/'l~jf.lC~CJ~-~-- IBC 'l~~Gli ~''S~ ~ (r'~m_~I(~~~'--t.. ~1 2Q IC~L~'rt'~~ I-_. I_r'0.1_'2C r V~~{/'~°C~} n~ ~~ _ _1 V y C~~rk_ -~ _Q~.+~~I~,.s~~, __r1a-~'~.c~e.. a-~'_s~~c~ . ~ie~~`,n~,._~ _~, ~-.e~-~-,~.,~_ Cr~f ~n~ i~t~.r _ ~~ ~ ~ ~c,e,. 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FORM OF PROPOSAL SENIOR CENTER BUILDING ~NVELOPE ROOF REPAIRS AND MEMBRANE REPLACEMENT PROJECT CITY OF IOWA CITY Name of Bidder: "- ~ ` ~ Address of Bidder: '" ~D c~-~ BIDS RECEIVED BEFORE: 2:00 PM local time on June 10, 2010 ~~ ro TO: `, City Clerk „~~ ~:'' City of Iowa City ~ ~ City Hall 410 East Washington Street Iowa City, Iowa 52240 In response to your request for bids, and in compliance with the Procurement and Contracting Requirements, the undersigned proposes to furnish all labor, materials and equipment, all supervision, coordination, and all related incidentals necessary to perform the work to complete SENIOR CENTER BUILDING ENVELOPE ROOF REPAIRS AND MEMBRANE REPLACEMENT PROJECT in strict accordance with the Project Manual and the Drawings dated April 27, 2010 including Addenda numbered and ,inclusive, prepared by VJ Engineering, for the Base Bid lump Sum of BASE BID: Description Total A. Remove existing single-ply membrane and insulation board on low slope roof areas Lump Sum $ B. Install new single-ply membrane and insulation board on low slope roof areas Lump Sum $ C. Remove & replace wet insulation west of Clerstory 20 square feet /s.f $ D. Re-tuckpoint brick masonry joints Lump Sum $ E. Remove and replace existing 3 5/8" x 2 '/4" bricks 176 each /each $ F. Remove and replace existing 8" x 2 '/z" bricks 101 each /each $ G. Remove and replace existing 7" x 2 '/a" bricks 2 each /each $ H. Perform all other masonry and other repair work specified. Lump Sum $ Bidder agrees to perform all of the work described in the proposed Contract Documents and shown on the Drawings for the Base Bid package for the total sum of ($. (numbers) Dollars (words) Amount shall be shown in both words and figures. In case of discrepancy, the amount shown in words will govern. The undersigned bidder submits herewith bid security in the amount of $ ten percent (10%) of the Base Bid amount. Lj o t7 m D~ ~ The following names of those persons, firms, companies or other parties with ~~~n wN8 inte~'id'to enter into a major subcontract, together with the type of subcontracted worked a~rox~e dollar amount of the subcontract. This list will not be read at the Bid Opening. o~ ~ -~ c.a Masonry: $ "' rv Sheet Metal: Roofing: NOTE: All subcontractors are subject to approval by City. The undersigned bidder certifies that this proposal is made in good faith, and without collusion or connection with any other person or persons bidding on the work. The undersigned bidder states that this proposal is made in conformity with the Contract Documents and agrees that, in the event of any discrepancies or differences between any conditions of this proposal and the Contract Documents prepared by the City of Iowa City, the more specific shall prevail. In submitting this Proposal, The undersigned agrees that the Bid will not be withdrawn for a period of thirty (30) consecutive calendar days following the date of the Bid Opening. Further, that if a Notice to Proceed or a prepared Agreement provided by the Owner is received at the business address identified below within the thirty (30) day period, the undersigned will, within ten (10) days of receipt, acknowledge acceptance of the contract award. The undersigned will then execute and deliver to the Owner address the Agreement, the Procurement, Labor and Material Payment Bonds, and the certificates of insurance, and will proceed in accordance with requirements of the Contract Documents for this project, and have the Project at Substantial Completion on or before October 29, 2010. Firm: Signature: Printed Name: Title: Address: Phone: Contact: N a 0 ~~ A.: 0 ~" ~ °~-f .~ ••• c ~ -< --=~ t'7 rv "~ •' ~""' ter'. ~ ~ ~ o`er ~ ~ ~ c.;~ ~ N cn P - ° ~, A--~ CI T Y OF IO WA CI ?~Y ~ ~ ~ ~ "'~'.. r `~ 3 ~ ~~ w }~ N N DEPARTMENT OF PUBLIC WORKS ENGINEERING DIVISION PLANS, SPECIFICATIONS, PRHEOSAL AND CONTRACT FOR SENIOR CENTER BUILDING ENVELOPE ROOF CTPAIRS AND MEMBRANE REPLACEMENT PROJE IOWA CITY, IOWA CI T Y OF 10 WA CITY o ©~, ~ .g Z7 .~. C"1 ~ .~.,t ~ ~~ g ~ DEPARTMENT OF PUBLIC WORKS ~ ~,,a ENGINEERING DIVISION ~~ N PLANS, SPECIFICATIONS, PROPOSAL AND CONTRACT FOR THE SENIOR CENTER BUILDING ENVELOPE ROOF REPAIRS AND MEMBRANE REPLACEMENT PROJECT IOWA CITY, IOWA I hereby certify that this engineeria adocli ensed Propesponal Engineerr rider the lawls of personal supervision and that I am y the State of Iowa. SIGNED: Darrell L,. Smith, P.E., RRC Van Winkle-.Iacob Engineering, Inc. Iowa Lic. No. 11460 My license renewal date is December 31, 2010 DATE: ~- ~t ~ \`\~~~~FESSIp~~~i~~ .~ !.. ~`. ,. ~• G r - ~ ~ DARRELL L. ': ~? w ' SMITH : m v ' 11460 ' ~ • > ~ ' -~ • '~~~~ftlFl~~~\ °`~ ~. SPECIFICATIONS TABLE OF CONTENTS Page Number TITLE SHEET TABLE OF CONTENTS NOTICE OF PUBLIC HEARING ........................................................................ ..... NP-1 NOTICE TO BIDDERS ....................................................................................... ..... NTB-1 NOTE TO BIDDERS .......................................................................................... ..... NB-1 INSTRUCTION TO BIDDERS ............................................................................ ..... IB-1 FORM OF PROPOSAL ...................................................................................... ..... FP-1 BID BOND .......................................................................................................... ..... BB-1 FORM OF AGREEMENT ................................................................................... ..... AG-1 PERFORMANCE AND PAYMENT BOND ......................................................... ..... PB-1 CONTRACT COMPLIANCE (ANTI-DISCRIMINATION REQUIREMENTS) .............................................. ..... CC-1 (th ru pg.7) GENERAL CONDITIONS .................................................................................. ..... GC-1 SUPPLEMENTARY CONDITIONS .................................................................... ..... SC-1 RESTRICTION ON NON-RESIDENT BIDDING ON NON-FEDERAL-AID PROJECTS .................................................................................................. ..... R-1 N a ATTACHMENT: FORMAL PROJECT FORM OF PROPOSAL (TO SUBMIT] ~ ° ~ ~, III ATTACHMENT: PLANS ~ ~ ""~ C7"~s N ~~ ~ f"°' ~~~ ~ Q ~ '_ ~ . ~ z ~„a N rV NOTICE OF PUBLIC HEARING ON PLANS, SPECIFICATIONS, FORM OF CONTRACT AND ESTIMATED COST FOR SENIOR CENTER BUILDING ENVELOPE ROOF REPAIRS MEMBRANE REPLACEMENT PROJECT IN THE CITY OF IOWA CITY, IOWA TO ALL TAXPAYERS OF THE CITY OF IOWA CITY, IOWA, AND TO OTHER INTERESTED PERSONS: Public notice is hereby given that the City Council of the City of Iowa City, Iowa, will conduct a public hearing on plans, specifications, form of contract and estimated cost for the construction of the Senior Center Building Envelope Roof Repairs Membrane Replacement Project in said City at 7:00 p.m. on the 10tH day of May, 2010, said meeting to be held in the Emma J. Harvat Hall in City Hall in said City, or if said meeting is cancelled, at the next meeting of the City Council thereafter as posted by the City Clerk. Said plans, specifications, form of contract and estimated cost are now on file in the office of the City Clerk in City Hall in Iowa City, Iowa, and may be inspected by any interested persons. Any interested persons may appear at said meeting of the City Council for the purpose of making objections to and comments concerning said plans, specifications, contract or the cost of making said improvement. This notice is given by order of the City Council of the City of Iowa City, Iowa and as provided by law. MARIAN K. KARR, CITY CLERK pweng ~nphlSeniorCenterRoof.doc 4/10 e~.a 0 ~ ~n o ~ ~' ...~ ~7 ,~. C7 ^~` N ~r=, ~ ~ ~~ ~ w -~°'y N ['+,~ NOTICE TO BIDDERS SENIOR CENTER BUILDING ENVELOPE ROOF REPAIRS MEMBRANE REPLACEMENT PROJECT Sealed proposals will be received by the City Clerk of the City of Iowa City, Iowa, until 2:00 P.M. on the 10"' day of June, 2010. Sealed proposals will be opened immediately thereafter by the City Engineer or designee. Bids submitted by fax machine shall not be deemed a "sealed bid" for purposes of this Project. Proposals received after this deadline will be returned to the bidder unopened. Proposals will be acted upon by the City Council at a meeting to be held in the Emma J. Harvat Hall at 7:00 P.M. on the 15`h day of June, 2010, or at a special meeting called for that purpose. The Project will involve the following: Removing and replacing roof membrane on the Senior Center. The work will also involve masonry repairs and cleaning coping caps, balustrades and brick masonry on parapet walls. The project will require the provision and installation of new roof deck insulation and 60 mil adhered PVC membrane. The contractor will be responsible for providing support for associated plumbing and electrical work. A pre-bid meeting will be held on the 25`h of May at 10:30 a. m. in Room 208 at the Senior Center located at 28 South Linn Street. Ramp parking is available to the north of the facility, and limited metered parking is available neighboring the building. All work is to be done in strict compliance with the plans and specifications prepared by VJ Engineering, of Coralville, Iowa, which have heretofore been approved by the City Council, and are on file for public exami- nation in the Office of the City Clerk. Each proposal shall be completed on a form furnished by the City and must be accompanied in a sealed envelope, separate from the one containing the proposal, by a bid bond executed by a corporation authorized to contract as a surety in the State of Iowa, in the sum of 10% of the bid. The bid security shall be made payable to the TREASURER OF THE CITY OF IOWA CITY, IOWA, and shall be forfeited to the City of Iowa City in the event the successful bidder fails to enter into a contract within ten (10) calendar days of the City Council's award of the contract and post bond satisfactory to the City ensuring the faithful performance of the contract and maintenance of said Project, if required, pursuant to the provisions of this notice and the other contract documents. Bid bonds of the lowest iwo or more bidders may be retained for a period of not to exceed fifteen (15) calendar days following award of the contract, or until rejection is made. Other bid bonds will be returned after the canvass and tabulation of bids is completed and reported to the City Council. The successful bidder will be required to furnish a bond in an amount equal to one hundred percent (100%) of the contract price, said bond to be issued by a responsible surety approved by the C(~ and shall guarantee the prompt payment of all materials and labor, and also protect and save h~nless ~e City from all claims and damages of any kind caused directly or indirectly by the operation of tl~eflntr~, anll also guarantee the maintenance of the improvement for a period of two (2) year(s) fr~1-atid steer its~ern- pletion and formal acceptance by the City Council. ~~ ~ The following limitations shall apply to this Project: fir--- -n Specified Start Date: June 21, 2010 `:~ .: .w' „ (, 3 End Date: October 29, 2010 `"' ~"- Liquidated Damages: $250.00 per day ~~ ~, The plans, specifications and proposed contract documents may be examined at the office~f the City Clerk. Copies of said plans and specifications and form of proposal blanks may be secured at the Office of VJ Engineering, 2570 Holiday Road, Coralville, Iowa, 319-338-4939, by bona fide bidders. A $30.00 non-refundable fee is required for each set of plans and specifications provided to bidders or other interested persons. The fee shall be in the form of a check, made payable to VJ Engineering. Prospective bidders are advised that the City of Iowa City desires to employ minority contractors and subcontractors on City projects. A listing of minority contractors can be obtained from the Iowa Department of Economic Development at (515) 242-4721 and the Iowa Department of Transportation Contracts Office at (515) 239-1422. Bidders shall list on the Form of Proposal the names of persons, firms, companies or other parties with whom the bidder intends to subcontract. This list shall include the type of work and approximate subcontract amount(s). The Contractor awarded the contract shall submit a list on the Form of Agreement of the proposed subcontractors, together with quantities, unit prices and extended dollar amounts. By virtue of statutory authority, preference must be given to products and provisions grown and coal produced within the State of iowa, and to i~iwa dor7iestic labor, to the extent lawfully required under Iowa Statutes. The Iowa reciprocal resident bidder preference law applies to this Project. The City reserves the right to reject any or all proposals, and also reserves the right to waive technicalities and irregularities. Published upon order of the City Council of Iowa City, Iowa. MARIAN K. KARR, CITY CLERK Pweng/noticetobidders/SeniorCenterRoof.doc NOTE TO BIDDERS 2 3 The successful bidder and all subcontractors are required to submit at least 4 days prior to award three references involving similar projects, including at least one municipal reference. Award of the bid or use of specific subcontractors may be denied if sufficient favorable references are not verified or may be denied based on past experience on projects with the City of Iowa City. References shall be addressed to the City Engineer and include the name, address and phone number of the contact person, for City verification. Bid submittals are: Envelope 1 Envelope 2 Bid Bond Form of Proposal ©_ O 3~' -~ ~ ~ ~ ~ 1 _ ~~ --.. "L7 Q M'` ~ tl;~ ~,~r~ W N N NB-1 INSTRUCTIONS TO BIDDERS ARTICLE 1 -DEFINITIONS 1.1 Bidding documents include the bidding requirements and the contract documents. The bidding requirements include the Advertisement or Invitation to bid, Instructions to Bidders, the Bid Form, other sample bidding and contract forms, and the Contract Forms including addenda issued prior to receipt of bids. 1.2 The contract documents for the work consist of the Owner/Contractor Agreement, the Conditions of the Contract (General and Supplementary Conditions), the Drawings, the Specifications and all addenda issued prior to and all modifications issued after execution of the Contract. 1.3 Definitions set forth in AIA document A201, "General Conditions of the Contract for Construction", 2007 edition, or in other Contract Documents are applicable to the bidding documents. A. Addenda are written or graphic instruments issued by the Architect prior to execution of the Contract which modify or interpret the Bidding Documents by addition, deflection, clarifications or correction. B. A bid is a complete and properly signed proposal to do the work or designated portion thereof for the sums stipulated therein, submitted in accordance with the bidding documents. C. The base bid is the sum stated in the bid for which the Bidder offers to perform the work described in the bidding documents as the Base, to which work may be added, or from which work may be deducted for sums stated in alternate bids. D. An alternate bid (or Alternate) is an amount stated in the bid to be added to or deducted from the amount of the base bid if the corresponding ch~ge in the work, as described in bidding documents, is accepted. ~ o ~' ®`~ .gin `v E. A unit price is an amount stated in the bid as a price per unit o~lrra~asemer materials or services as described in the bidding documents~r~ t co ract documents. ~,~ -v c~ ~ F. A bidder is a person or entity who submits abid. - ~-~"~ sv G. Asub-bidder is a person or entity who submits a bid to a bidder for materials, equipment or labor for a portion of the work. ARTICLE 2 -BIDDER'S REPRESENTATIONS 2.1 The bidder by making a bid represents that the bidder has read and understands the bidding documents, and the bid is made in accordance with those documents. 2.2 The Bidder has read and understands the bidding documents or contract documents, to the extent that such documentation relates to the work for which the bid is submitted. IB-1 2.3 The bidder has visited the site, has become familiar with local conditions under which the work is to be performed, and has correlated the bidder's personal observations with the requirements of the contract documents. 2.4 The bid is based upon the materials, equipment and systems required by the bidding documents without exception. ARTICLE 3 -BIDDING DOCUMENTS 3.1 Copies A. Complete sets of the bidding documents may be obtained from the office of the VJ Engineering at 2570 Holiday Road, Coralville, Iowa. 52241, (319) 338-4939. The cost of the plans and specifications is $30.00. The deposit will be nonrefundable. B. Bidders shall use complete sets of bidding documents in preparing bids. Neither the Owner nor the Architect assumes responsibility for errors or ~ misinterpretations resulting from the use of incomplete sets of bidding N do~trnents. No partial sets will be issued. r-' ~"~' o ce ..~ C. n.. I#~r~aking copies of the bidding documents available on the above terms, the r,,. r and the Architect do so only for the purpose of obtaining bids for the ~ v7v~r9c? and do nor confer license or grant permission for any other use of the ~ bg documents. o ~ D. N Copies of the reports and drawings that are not included with the Bidding Documents may be examined at Engineering Division at City Hall, Iowa City, Iowa during regular business hours, or may be obtained from the Owner at Owner's reproduction cost, plus handling charge. These reports and drawings are not part of the contract documents, but the "technical data" contained therein upon which the bidder may rely as identified and established above, are incorporated therein by reference. 3.2 Interpretation or Correction of Bidding Documents A. The bidder shall carefully study and compare the bidding documents with each other, and with other work being bid concurrently or presently under construction to the extent that it relates to the work for which the bid is being submitted, shall examine the site and local conditions, and shall at once report to the Architect errors, inconsistencies or ambiguities discovered. B. Bidders and sub-bidders requiring clarification or interpretation of the bidding documents shall make a written request which shall reach the Architect at least nine days prior to the date for receipt of bids. C. Interpretations, corrections and changes of the bidding documents will be made by addendum. Interpretations, corrections and changes to the bidding documents made in any other manner will not be binding, and bidders shall not rely upon them. IB-2 3.3 Addenda A. Addenda will be mailed or delivered to all who are known by the Architect to have a complete set of bidding documents. B. Copies of addenda will be made available for inspection wherever bidding documents are on file for that purpose. C. No addenda will be issued later than seven (7) days prior to the date for receipt of bids, except for any one or more of the following reasons: 1. An addendum withdrawing the request for bids. 2. An addendum which includes postponement of the date for receipt of bids. 3. An addendum issued after receipt of bids and prior to execution of the contract. D. Each bidder shall ascertain prior to submitting a bid that he has received all addenda issued, and the bidder shall acknowledge their receipt in the proper location on the bid form. r,, 0 ._. ARTICLE 4 -BIDDING PROCEDURES ° ~~ ~ ~ 4.1 Form and Style of Bids ~..~ ~ ~~ A. Submit bids in duplicate on forms identical to the form boun~o pr I~t manual. Separate copies of the bid form are contained within mac ccov2~`f this document. " ~ ~ ' tl:~F~ N N B. Fill in all blanks on the bid form by typewriter or manually in ink. C. Where so indicated by the makeup of the bid form, sums shall be expressed in both words and numerals, and in case of discrepancy between the two, the amount written in words will govern. D. Interlineations, alterations or erasures shall be initialed by the signer of the bid. E. All requested alternates shall be bid. If no change in the base bid is required, enter "No Change". F. Where two or more bids for designated portions of the work have been requested, the bidder may, without forfeiture of the bid security, state the bidder's refusal to accept award of less than the combination of bids stipulated by the bidder. The bidder shall make no additional stipulation on the bid form, nor qualify the bid in any other manner. G. Each copy of the bid shall include the legal name of the bidder and a statement that the bidder is a sole proprietor, a partnership, a corporation or some other legal entity. Each copy shall be signed by the person or persons legally authorized to bind the bidder to a contract. A bid by a corporation shall further give the state of incorporation and have the corporate seal affixed. A bid submitted by an agent shall have a current power of attorney attached certifying the agent's authority to IB-3 bind the bidder. H. No bid may be withdrawn for a period of 30 calendar days after the date of opening. 4.2 Bid Security A. Each bid shall be accompanied by a bid security in the amount of ten percent (10 %) of the base bid and in the form of surety bond pledging that the bidder will enter into a contract with the Owner on the items stated in his bid and will, if requested, furnish bonds covering the faithful performance of the contract and the payment of all obligations arising there under. Should the bidder refuse to enter into such contract or fail to furnish such bond if required, the amount of the bid security shall be forfeited to the Owner as liquidated damages, not as a penalty. A cashier's check, cash or certified check will not be an accepted bid bond. B. Surety bond shall be written on enclosed "Bid Bond" form bound within the project manual and the attorney-in-fact who executes the bond on behalf of the surety shall affix to the bond a certified and current copy of power of attorney. C. The Owner will have the right to retain the bid security of bidders to whom an award is being considered until either: 1. The contract has been executed and bonds have been furnished. 2. The specified time has elapsed so that the bids may be withdrawn. 3. All bids have been rejected. 4.3 Submission of Bids ~ ~. ,,~,,. A.c%~ ~{~~opies of the bid, the bid security and other documents required to be ~ ~bmitted with the bid shall be enclosed in sealed opaque envelopes as (.~ i~r acted in Section NB -Note to Bidders. Both envelopes shall be addressed *" t~~;3e party receiving the bids ("City Clerk, City of Iowa City"), and shall be -- ~ idee~jfied with the project name, the bidder's name and address, and the a ope's contents. If the bid is sent by mail, the sealed envelopes shall be ° e~ned in a separate mailing envelope with the notation "SEALED BID ENCLOSED" on the face of that envelope. B. Bids shall be deposited at the designated location prior to the time and date for receipt of bids. 1. Location: Office of City Clerk, City Hall, 410 East Washington Street, Iowa City, Iowa 52240 2. Time and Date: Before 2 PM on June 10, 2010 . Bids received after the time and date for receipt of bids will be returned unopened. C. The bidder shall assume full responsibility for timely delivery at the location designated for receipt of bids. D. Oral, telephonic, or telegraphic bids are invalid and will not receive consideration. IB-4 4.4 Modification or Withdrawal of Bid A. A bid may not be modified, withdrawn or canceled the bidder after the stipulated time and date designated for the receipt of bids, and each bidder so agrees in submitting his bid. B. Prior to the time and date designated for receipt of bids, a bid submitted may be modified or withdrawn by notice to the party receiving bids at the place designated for receipt of bids. Such notice shall be in writing over the signature of the bidder or by telegram. If by telegram, written confirmation over the signature of the bidder shall be mailed and postmarked on or before the date and time set for receipt of bids, and it shall be so worded as not to reveal the amount of the original bid. C. Withdrawn bids may be resubmitted up to the time designated for the receipt of bids provided that they are then fully in conformance with these Instructions to Bidders. D. Bid security shall be in an amount sufficient for the bid as modified or resubmitted. o c'a o ~ ~'v ARTICLE 5 -CONSIDERATION OF BIDS 3~"a ~ ~•• ~~ 5.1 Opening of Bids ~~, o = „~" A. The properly identified bids received on time will be opened pr~IrCty a`fi'd will be read aloud. ~"~' N 5.2 Rejection of Bids A. The Owner will have the right to reject any or all bids, and to reject a bid not accompanied by the required bid security or by another data required by the bidding documents, or to reject a bid which is in any way incomplete or irregular. 5.3 Acceptance of Bid (Award) A. It is the intent of the Owner to award a contract to the lowest responsible bidder provided the bid has been submitted in accordance with the requirements of the bidding documents, and does not exceed the funds available. The Owner will have the right to waive informalities or irregularities in a bid received,. and to accept the bid which, in his judgment, is in his own best interest. B. The Owner will have the right to accept bid alternates in any order or combination, and to determine the low bidder on the basis of the sum of the base bid and the accepted alternates. IB-5 ARTICLE 6 -POST-BID INFORMATION 6.1 Submittals A. The bidder shall, within seven (7) days of notification of selection for the award of a contract for the work, submit the following information to the Architect: 1. A designation of the work to be performed by the bidder with the bidder's own forces. 2. The proprietary names and the suppliers or principal items or system of materials and equipment proposed for the project. 3. A list of names of the subcontractors or other persons or entities proposed for the principal portions of the work. B. The bidder will be required to establish to the satisfaction of the Architect and the Owner the reliability and responsibility of the persons or entities proposed to furnish and perform the work described in the bidding documents. C. Prior to the award of the contract, the Architect will notify the bidder in writing if either the Owner or Architect, after due investigation, has reasonable objection to any such proposed person or entity. If the Owner or the Architect has ~, reasonable objection to such proposed person or entity, the bidder may, at the N birJ:~er's option: ~~~ Withdraw the bid. ~ ~ Submit an acceptable substitute person or entity with an adjustment in ~~ the bid price to cover the difference in cost occasioned by such N y.v substitution. .~. ~ ~' Q ~-- D.~ Owner may accept the adjusted bid price or may disqualify the bidder. In the-event of either withdrawal or disqualification, bid security will not be forfeited. N ARTICLE 7 -PERFORMANCE BOND AND LABOR & MATERIAL PAYMENT BOND 7.1 7.2 Bond Requirements A. The bidder shall furnish bonds covering the faithful performance of contract and the payment of all obligations arising there under. Bonds may be secured through the bidder's usual sources. The cost of furnishing such bonds shall be included in the bid. B. If the Owner requires that bonds be obtained from other than the bidder's usual source, all change in cost will be adjusted as provided in contract documents. The Time of Delivery and Form of Bonds A. The bidder shall deliver the required bonds to the Owner not later than three (3) days following the date of execution of the contract. If the work is to be commenced prior thereto in response to a letter of intent, the bidder shall, prior to commencement of the work, submit evidence satisfactory to the Owner that such bonds will be furnished and delivered. B. The bonds shall be written on the "Performance and Payment Bond" form bound within the project manual, or a copy thereof. Both bonds shall be written in the IB-6 amount of the contract sum. C. The bonds shall be dated on or after the date of the contract. D. The bidder shall require the attorney-in-fact who executes the required bonds on behalf of the surety to affix a current and certified copy of power of attorney. ARTICLE 8 -PRE-BID CONFERENCE 8.1 Conference A. Bidder is encouraged to attend apre-bid conference on May 25, 2010, at10:30 AM local time, in Room 208 in the Senior Center, located at 28 South Linn Street, Iowa City, Iowa. 8.2 Parking Limited metered parking is available on neighboring the site, otherwise an hourly-fee parking is available in Tower Place located north of the Senior Center at 335 East Iowa Avenue the entrance is on the Iowa Avenue side of the ramp. ~_ n ~ ~ p ~ ~r. . y .....( ~ ~~ < ~'°~ ~ s re~ ^ ~"'~ ~'j ~~ ~ `~~ -°~'" ~ t=:. n ~,.a ~ ~~ SSENGWRCHITECTURE FILE\Projects\Senior Center Building Envelope Repairs and Roof Membrane Replacement Project\Bid Documents 2010\IB - Ir~ct ions to Bidders Master Senior Center Reroofing Project 04 21 10.doc IB-7 FORM OF PROPOSAL SENIOR CENTER BUILDING ENVELOPE ROOF REPAIRS AND MEMBRANE REPLACEMENT PROJECT CITY OF IOWA CITY BIDDERS PLEASE NOTE: 1. PLEASE DO NOT USE THE FORM OF PROPOSAL INCLUDED IN THE BOUND VOLUME OF THE PROJECT MANUAL. SEPARATE COPIES OF THIS PROPOSAL ARE CONTAINED WITHIN THE BACK COVER OF THIS DOCUMENT. Name of Bidder: Address of Bidder: r ; BIDS RECEIVED BEFORE: 2:00 PM local time on June 10, 2010 ,_,,, TO: City Clerk p= ~ ~ City of Iowa City ~' N City Hall ~~°°~ -,~ 410 East Washington Street r f,i ~ - ~. Iowa City, Iowa 52240 ~ "" ° c•'•' ~akr% ~ In response to your request for bids, and in compliance with the Procurement and Contracting Requirements, the undersigned proposes to furnish all labor, materials and equipment, all supervision, coordination, and all related incidentals necessary to perform the work to complete SENIOR CENTER BUILDING ENVELOPE ROOF REPAIRS AND MEMBRANE REPLACEMENT PROJECT in strict accordance with the Project Manual and the Drawings dated April 27, 2010 including Addenda numbered and ,inclusive, prepared by VJ Engineering, for the Base Bid Lump Sum of BASE BID: Description Total A. Remove existing single-ply membrane and insulation board on low slope roof areas Lump Sum $ B. Install new single-ply membrane and insulation board on low slope roof areas Lump Sum $ C. Remove & replace wet insulation west of Clerstory 20 square feet /s.f $ D. Re-tuckpoint brick masonry joints Lump Sum $, E. Remove and replace existing 3 s/8" x 2 %4" bricks 176 each /each $ F. Remove and replace existing 8" x 2 '/s" bricks 101 each /each $ G. Remove and replace existing 7" x 2 '/4" bricks 2 each /each $ H. Perform all other masonry and other repair work specified. Lump Sum $ FP-1 Bidder agrees to perform all of the work described in the proposed Contract Documents and shown on the Drawings for the Base Bid package for the total sum of (~ (numbers) Dollars (words) Amount shall be shown in both words and figures. /n case of discrepancy, the amount shown in words will govern. The undersigned bidder submits herewith bid security in the amount of $ ten percent (10%) of the Base Bid amount. The following names of those persons, firms, companies or other parties with whom we intend to enter into a major subcontract, together with the type of subcontracted work and approximate dollar amount of the subcontract. This list will not be read at the Bid Opening. Masonry: Sheet Me,~l: $ N ,~~ .,,,~ Fmg. ~' '~~"'-~ ~~ ....,~ N ~..~ NOTE: All subcontractors are subject to approval by City. T~.unde mgnidder certifies that this proposal is made in good faith, and without collusion or connectio~vith arty other person or persons bidding on the work. N The undersigned bidder states that this proposal is made in conformity with the Contract Documents and agrees that, in the event of any discrepancies or differences between any conditions of this proposal and the Contract Documents prepared by the City of Iowa City, the more specific shall prevail. In submitting this Proposal, The undersigned agrees that the Bid will not be withdrawn for a period of thirty (30) consecutive calendar days following the date of the Bid Opening. Further, that if a Notice to Proceed or a prepared Agreement provided by the Owner is received at the business address identified below within the thirty (30) day period, the undersigned will, within ten (10) days of receipt, acknowledge acceptance of the contract award. The undersigned will then execute and deliver to the Owner address the Agreement, the Procurement, Labor and Material Payment Bonds, and the certificates of insurance, and will proceed in accordance with requirements of the Contract Documents for this project, and have the Project at Substantial Completion on or before October 29, 2010. Firm: Signature: Printed Name: Title: Address: Phone: Contact: N G7 Q ~~ ~ ~ ~' -~ ~ ~ ~ ....) ~ ;rye~e i ~~s r~ t ~ ®~ ~.. ~3 W ~;i= rv r BID BOND as Principal, and as Surety declare that we are held and are firmly bound unto the City of Iowa City, Iowa, hereinafter called "OWNER," in the sum of Dollars ($ ) to pay said sum as herein provided. We as Principal and Surety further promise and declare that these obligations shall bind our heirs, executors, administrators, and successors jointly and severally. This obligation is conditioned on the Principal submission of the accompanying bid, dated for 0 Project. o Q C~~fl ~ --~ ~o ~ NOW, THEREFORE, -~: N ~ J C".a (a) If said Bid shall be rejected, or in the alternate, :'~ f~; P +~~C9 llm ~~ (b) If said Bid shall be accepted and the Principal shall execute and sliver ontract in the form specified, and the Principal shall then furnish a bond for the cipal's faithful performance of said Project, and for the payment of all persons performing labor or furnishing materials in connection therewith, and shall in all other respects perform the Project, as agreed to by the City's acceptance of said Bid, then this obligation shall be void. Otherwise this obligation shall remain in full force and effect, provided that the liability of the Surety for any and all claims hereunder shall, in no event, exceed the amount of the obligation stated herein. By virtue of statutory authority, the full amount of this bid bond shall be forfeited to the Owner in the event that the Principal fails to execute the contract and provide the bond, as provided in the Project specifications or as required by law. The Surety, for value received, hereby stipulates and agrees that the obligations of said Surety and its bond shall in no way be impaired or affected by any extension of the time within which the Owner may accept such Bid or may execute such contract documents, and said Surety does hereby waive notice of any such time extension. The Principal and the Surety hereto execute this bid bond this day of A. D. , 20_. Witness Witness BB-1 (Seal) Principal gy (Title) (Seal) Surety By (Attorney-in-fact) Attach Power-of-Attorney FORM OF AGREEMENT THIS AGREEMENT is made and entered into by and between the City of Iowa City, Iowa ("City"), and ("Contractor"). Whereas the City has prepared certain plans, specifications, proposal and bid documents dated the day of 20_, for the Project ("Project"), and Whereas, said plans, specifications, proposal and bid documents accurately and fully describe the terms and conditions upon which the Contractor is willing to perform the Project. NOW, THEREFORE, IT IS AGREED: 1. The City hereby accepts the attached proposal and bid documents of the Contractor for the Project, and for the sums listed therein. 2. This Agreement consists of the following component parts which are incorporated herein by reference: a. Addenda Numbers b. "General Conditions of the Contract for Construction" AIA DOC A201-2007, N Q as amended; m - ~ ~-~ a ~' c. Plans, ~ "`" ~ ~ d. Specifications and Supplementary Conditions; -=~ c' :C~ . . ~ ,.~ 4 e. Notice to Bidders; ~ ° `~ -~ r.~ f. Note to Bidders; rv g. Performance and Payment Bond; h. Restriction on Non-Resident Bidding on Non-Federal-Aid Projects; i. Contract Compliance Program (Anti-Discrimination Requirements); j. Proposal and Bid Documents; and k. This Instrument. The above components are deemed complementary and should be read together. In the event of a discrepancy or inconsistency, the more specific provision shall prevail. AG-1 3. The names of subcontractors approved by City, together with quantities, unit prices, and extended dollar amounts, are as follows (or shown on an attachment): 4. Payments are to be made to the Contractor in accordance with the Supplementary Conditions. 5. The Project base bid submitted by form of proposal is in the amount of: To be completed after award and no/100 Dollars 0.00 . DATED this day of , 20 [DATE BASED ON FORMAL COUNCIL MEETING AWARDING CONTRACT BY R~OLU~ON NUMBER j c%3 ,- t 1,~ e 0• ~~ {~' V r Cis ~ a~-Q Contractor ~,.» a ~ o o -- BY o By Mayor (Title) ATTEST: ATTEST: (Title) City Clerk (Company Official) Approved By: City Attorney's Office AG-2 PERFORMANCE AND PAYMENT BOND (insert the name and address or legal title of the Contractor) Principal, hereinafter called the Contractor and as (insert the legal title of the Surety) as Surety, hereinafter called the Surety, are held and firmly bound unto the City of Iowa City, Iowa, as obligee, hereinafter called the Owner, in the amount of Dollars ($ )for the payment for which Contractor ~,nd Surety hereby bind themselves, their heirs, executors, administrators, successors and a~signs-~pointlyd ~~ ~ severally. y- ~ ~° ~~ ~ WHEREAS, Contractor has, as of ,entered into~-~, ~' (date) c? c.~ ~...'r written Agreement with Owner for Project; and =`~'' ~ WHEREAS, the Agreement requires execution of this Performance and Payment Bond, to be completed by Contractor, in accordance with plans and specifications prepared by ,which Agreement is by reference made a part hereof, and the agreed-upon work is hereafter referred to as the Project. NOW, THEREFORE, THE CONDITIONS OF THIS OBLIGATION are such that, if Contractor shall promptly and faithfully perform said Agreement, then the obligation of this bond shall be null and void; otherwise it shall remain in full force and effect until satisfactory completion of the Project. A. The Surety hereby waives notice of any alteration or extension of time made by the Owner. B. Whenever Contractor shall be, and is declared by Owner to be, in default under the Agreement, the Owner having performed Owner's obligations thereunder, the Surety may promptly remedy the default, or shall promptly: 1. Complete the Project in accordance with the terms and conditions of the Agreement, or 2. Obtain a bid or bids for submission to Owner for completing the Project in accordance with the terms and conditions of the Agreement; and upon determina- tion by Owner and Surety of the lowest responsible bidder, arrange for a contract between such bidder and Owner, and make available, as work progresses (even though there may be a default or a succession of defaults under the Agreement or subsequent contracts of completion arranged under this paragraph), sufficient PB-1 funds to pay the cost of completion, less the balance of the Contract Price, but not exceeding the amount set forth in the first paragraph hereof. The term "balance of the Contract Price," as used in this paragraph, shall mean the total amount payable by Owner to Contractor under the Agreement, together with any addenda and/or amendments thereto, less the amount properly paid by Owner to Contractor. C. The Contractor and Contractor's Surety shall be obligated to keep the improvements covered by this bond in good repair for a period of (~ years from the date of formal acceptance of the improvements by the Owner. D. No right of action shall accrue to or for the use of any person, corporation or third party other than the Owner named herein or the heirs, executors, administrators or successors of Owner. IT IS A FURTHER CONDITION OF THIS OBLIGATION that the Principal and Surety, in accordance with provisions of Chapter 573, Code of Iowa, shall pay to all persons, firms or corporations having contracts directly with the Principal, including any of Principal's subcontrac- tors, all claims due them for labor performed or materials furnished in the performance of the Agreement for whose benefit this bond is given. The provisions of Chapter 573, Code of Iowa, are a part of this bond to the same extent as if it were expressly set out herein. SIGNED AND SEALED THIS DAY OF 20 IN~HE P~ESENCE OF: ~ ~_.->"' v~ N y,. U ~~ Q SS - o y ~. 0 N Witness (Principal) (Title) (Surety) (Title) (Street) (City, State, Zip) (Phone) PB-2 Contract Compliance Program ~ _ O C7 ~ s®e C l ""~z N +~ ~ 'L7 r «w f..'a .. ,~ ~t-,, N N CITY OF IOWA CITY SECTION I -GENERAL POLICY STATEMENT It is the policy of the City of Iowa City to require equal employment opportunity in all City contract work. This policy prohibits discrimination by the City's contractors, consultants and vendors and requires them to ensure that applicants seeking employment with them and their employees are treated equally without regard to race, color, creed, religion, national origin, sex, gender identity, sexual orientation, disability, marital status, and age. It is the City's intention to assist employers, who are City contractors, vendors or consultants, in designing and implementing equal employment opportunity so that all citizens will be afforded equal accessibility and opportunity to gain and maintain employment. PROVISIONS: All contractors, vendors, and consultants requesting to do business with the City must submit an Equal Opportunity Policy Statement before the execution of the contract. 2. All City contractors, vendors, and consultants with contracts of $25,000 or more (or less if required by another governmental agency) must abide by the requirements of the City's Contract Compliance Program. Emergency contracts may be exempt from this provision at the discretion of the City. Regardless of the value of the contract, all contractors, vendors, and consultants are subject to the City's Human Rights Ordinance, which is codified at Article 2 of the City Code. 3. Contracting departments are responsible for assuring that City contractors, vendors, and consultants are made aware of the City's Contract Compliance Program reporting responsibilities and receive the appropriate reporting forms. A notification of requirements will be included in any request for proposal and notice of bids. 4. Prior to execution of the contract, the completed and signed Assurance of Compliance (located on pages CC-2 and CC-3) or other required material must be received and approved by the City. 5. Contracting departments are responsible for answering questions about contractor, consultant and vendor compliance during the course of the contract with the City. 6. All contractors, vendors, and consultants must refrain from the use of any signs or designations which are sexist in nature, such as those which state "Men Working" or "Flagman Ahead," and instead use gender neutral signs. 7. All contractors, vendors, and consultants must assure that their City's Human Rights Ordinance. The City's protected classes are section 2-3-1. subcontractors abide by the listed at Iowa C~ City Code ® ~~ ° ~ ~' °; ~ ~. ~ - ~ rv ~ r-a ~ ~®1 c :`~? ~ ~ ;`~~- rv ~~ CC-1 SECTION II -ASSURANCE OF COMPLIANCE The following sets forth the minimum requirements of a satisfactory Equal Employment Opportunity Program which will be reviewed for acceptability. PLEASE RETURN PAGES CC2 AND CC3 OF THIS SECTION TO THE CONTRACTING DEPARTMENT PRIOR TO THE EXECUTION OF THE CONTRACT. With respect to the performance of this contract, the contractor, consultant or vendor agrees as follows: (For the purposes of these minimum requirements, "contractor" shall include consultants and vendors.) a. The contractor will not discriminate against any employee or applicant for employment and will take affirmative efforts to ensure applicants and employees are treated during employment without regard to their race, color, creed, religion, national origin, sex, sexual orientation, gender identity, disability, marital status, and age. Such efforts shall include, but not be limited to the following: employment, promotion, demotion, or transfer; recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship. b. The contractor will, in all solicitations or advertisements for employees placed by or on behalf of the contractor, state that it is an equal opportunity employer. Note: Contracts that are federally funded are subject to Executive Order No. 11246, as amended, and the regulations (see generally 29 U.S.C. § 1608 et seq.) and relevant orders of the U.S. Secretary of Labor. The Secretary of Labor, and not the City, enforces said regulations and orders. 3. Provide a copy of your written Equal Employment Opportunity policy statement. Where is this statement posted? 4. What is the name, telephone number and address of your business' Equal Employment Opportunity Officer? (Please print) Phone number Address 5. The u~ersigned agrees to display, in conspicuous places at the work site, all posters required by eder~and side law for the duration of the contract. NOTE: The City can provide assistance in btair~g tt~cessary posters. ~ .~.~t>= ~ r` ~ ~ --- ~' >- v ~' ~ c~~ ~+ o N CC-2 6. How does your business currently inform applicants, employees, and recruitment sources (including unions) that you are an Equal Employment Opportunity employer? The above responses to questions 1 through 6, are true and correctly reflect our Equal Employment Opportunity policies. Business Name Signature Print Name Phone Number Title Date Q c~ :~. ~ ° ~v 7% --~ ~ ~ ~` N i -~ ~~ ~~ - ., -v r~ =, ~ ~ ~ N CC-3 SECTION III -SUGGESTED STEPS TO ASSURE EQUAL EMPLOYMENT OPPORTUNITIES COMPANY POLICY Determine your company's policy regarding equal employment opportunities. Document the policy and post it in a conspicuous place so that it is known to all your employees. Furthermore, disseminate the policy to all potential sources of employees and to your subcontractors asking their cooperation. The policy statement should recognize and accept your responsibility to provide equal employment opportunity in all your employment practices. In regard to dissemination of this policy, this can be done, for example, through the use of letters to all recruitment sources and subcontractors, personal contacts, employee meetings, web page postings, employee handbooks, and advertising. EQUAL EMPLOYMENT OPPORTUNITY OFFICER Designate an equal employment opportunity officer or, at minimum, assign someone the responsibility of administering and promoting your company's Equal Employment Opportunity program. This person should have a position in your organization which emphasizes the importance of the program. 3. INSTRUCT STAFF Your staff should be aware of and be required to abide by your Equal Employment Opportunity program. All employees authorized to hire, supervise, promote, or discharge employees or are involved in such actions should be~~ained and required to comply with your policy and the current equal employment opportunity laws. N R~ 4. UI~EI~ s~ .a ~= (a}.~ L~T p i~tal employees know you are an equal opportunity employer. This can be done by °r ic~gntif4j~ ourself on all recruitment advertising as "an equal opportunity employer". ~• ~ r~~ment sources that are likely to yield diverse applicant pools. Word-of--mouth recruitment ~I only~erpetuate the current composition of your workforce. Send recruitment sources a letter ~tually which reaffirms your commitment to equal employment opportunity and requests their assistance in helping you reach diverse applicant pools. (c) Analyze and review your company's recruitment procedures to identify and eliminate discriminatory barriers. (d) Select and train persons involved in the employment process to use objective standards and to support equal employment opportunity goals. (e) Review periodically job descriptions to make sure they accurately reflect major job functions. Review education and experience requirements to make sure they accurately reflect the requirements for successful job performance. (f) Review the job application to insure that only job related questions are asked. Ask yourself "Is this information necessary to judge an applicant's ability to perform the job applied for?" Only use job-related tests which do not adversely affect any particular group of people. (g) Monitor interviews carefully. Prepare interview questions in advance to assure that they are only job related. Train your interviewers on discrimination laws. Biased and subjective judgments in personal interviews can be a major source of discrimination. (h) Improve hiring and selection procedures and use non-biased promotion, transfer and training policies to increase and/or improve the diversity of your workforce representation. Companies must make sure procedures for selecting candidates for promotion, transfer and training are based upon a fair assessment of an employee's ability and work record. Furthermore, all companies should post and otherwise publicize all job promotional opportunities and encourage all qualified employees to bid on them. CC-4 ~r ~~.®~~ ~! ~in~~~ r~r®. , i- ~O City of~ ~~ C` Attached for your information is a copy of Section 2 - 3 - 1 of the Iowa City Code of Ordinances which prohibits certain discriminatory practices in employment. Please note that the protected characteristics include some not mandated for protection by Federal or State law. As a contractor, consultant or vendor doing business with the City of Iowa City you are required to abide by the provisions of the local ordinance in conjunction with your performance under a contract with the City. N O ~ ~ ~ `~ _ ~ ~ ~ N ~~ -; ..~ -~ C~ ~;: ,. ~ ~~~ r~ c>.a CC-5 2-3-t CHAPTER3 DISCRIMINATORY PRACTICES SECTION: 2-3-1: Employment; Exceptions 2-3-2: Public Accommodation; Exceptions 2-3-3: Credit Transactions; Exceptions 2-3-4: Education 2-3-5: Aiding Or Abetting; Retaliation; Intimidation 2-3-1: EMPLOYMENT; EXCEPTIONS: A. It shall be unlawful for any employer to refuse to hire, accept, register, classify, upgrade or refer for employ- ment, or to otherwise discriminate in employment against any other person or to discharge any employee be- cause of age, color, creed. disability, gender identity, marital status, nation- al origin, race, religion, sex or sexual orientation. B. It shall be unlawful for any tabor orga- nization to refuse to admit to member- ship, apprenticeship or training an applicant, to expel any member, or to otherwise discriminate against any applicant for membership, apprentice- ship or training or any member in the privileges, rights or benefits of such membership, apprenticeship or train- ing because of age, color, creed, disability, gender identity, marital meatus, national origin, race, religion, ~x or xual orientation of such ap- ,~ ¢Rca ~+~member. nom.. ~; ~ r..s r N ~"' GJ ~ ~r i^-- e ~~ ~ ~ 2-3-1 C. It shalt be unlawful for any employer, employment agency, labor organiza- tion or the employees or members thereof. to directly or indirectly adver- tise or in any other manner indicate or publicize that individuals are unwel- come, objectionable or not solicited for employment or membership be- cause of age, color, creed, disability, gender identity, marital status, nation- al origin, race, religion, sex or sexual orientation. (Ord. 95-3697, 11-7-1995) D. Employment policies relating to preg- nancy and childbirth shall be governed by the following: 1. A written or unwritten employment policy or practice which excludes from employment applicants or employees because of the employee's pregnancy is a prima facie violation of this Title. 2. Disabilities caused or contributed to by the employee`s pregnancy, miscar- riage, childbirth and recovery there- from are, for all job-related purposes, temporary disabilities and shall be treated as such under any health or temporary disability insurance or sick leave plan available In connection with employment or any written or unwrit- ten employment policies and practices involving terms and conditions of employment as applied to other tem- porary disabilities. E. It shall be unlawful for any person to solicit or require as a condition of employment of any employee or pro- 0 897 ~"~ Iowa City CC-6 2-3-1 2-3-1 spective employee a test for the pres- ence of the antibody to the human immunodeficiency virus. An agree- ment between an employer, employ- ment agency, Tabor organization or their employees, agents or members and an employee or prospective em- ployee concerning employment, pay or benefits to an employee or pro- spective employee in return for taking a test for the presence of the antibody to the human immunodeficiency virus, is prohibited. The prohibitions of this subsection do not apply if the State epidemiologist determines and the Director of Public Health declares through the utilization of guidelines established by the Center for Disease Control of the United States Depart- ment of Health and Human Services, that a person with a condition related to acquired immune deficiency syn- drome poses a significant risk of transmission of the human immunode- ficiency virus to other persons in a specific occupation. F. The following are exempted from the provisions of this Section: 1. Any bona fide religious institution or its educational facility, association, corporation or society with respect to any qualifications for employment based on religion when such qualifica- tions are related to a bona fide reli- gious purpose. A religious qualifica- tion for instructional personnel or an administrative officer, serving in a supervisory capacity of a bona fide religious educational facility or reli- gious institution shall be presumed to be a bona fide occupational qualifica- tion. (Ord. 94-3647, 11-8-1994) 897 lorua City CC-7 2. An employer or employment agency which chooses to offer employment or advertise far employment to only the disabled or elderly. Any such employ- ment or offer of employment shall not discriminate among the disabled or elderly on the basis of age, color, creed, disability, gender identity, mari- tal status, national origin, race, reli- gion, sex or sexual orientation. (Ord. 95-3697, 11-7-1995} 3. The employment of individuals for work within the home of the employer if the employer or members of the family reside therein during such em- ployment. 4. The employment of individuals to render personal service to the person of the employer or members of the employer's family. 5. To employ on the basis of sex in those certain instances where sex is a bona fide occupational qualification reasonably necessary to the normal operation of a particular business or enterprise. The bona fide occupational qualification shall be interpreted nar- rowly. 6. A State or Federal program de- signed to benefit a specific age classi- fication which serves a bona fide pub- lic purpose. 7. To employ on the basis of disability in those certain instances where pres- ence of disability is a t~gna fide occu- pational qualification r~sonably nec- essary to the ~rmal era of a particular businr terpri~eil The bona fide occ~p~onp qu ation shall be interp na~rrow(Ord. 94-3647, 11-8-19$+t~}; -~ w - rv Gil GENERAL CONDITIONS "General Conditions of the Contract for Construction" AIA DOC A201-2007 amended, shall apply except as amended in the Supplementary Conditions. 0 0 ~ -=-s ~ ~~ ~ - r ~ a ~ ~ E ~,.., ~ ~ .~ tv ~~ GC-1 CITY OF IOWA CITY SUPPLEMENTARY CONDITIONS CITY OF IOWA CITY PART 1 -GENERAL 1.1 INTRODUCTION A. The following supplements modify the "General Conditions of the Contract for Construction", AIA Document A201-2007. Where a portion of the General Conditions is modified or deleted by these Supplementary Conditions, the unaltered portions of the General Conditions shall remain in effect. B. Terms used in these Supplementary Conditions will have meanings assigned to them in the General Conditions. Additional terms used in these Supplementary Conditions have the meanings indicated below, which are applicable to both the singular and plural thereof. C. Deletions from the AIA A201 are indicated as °°+''~ut and additions to the AIA A201 are indicated as "bold italic". D. The OWNER and CONTRACTOR may exercise such rights or remedies as either may otherwise have under the Contract Documents or by Law or Regulations in respect to any dispute. Disputes shall be resolved by legal or equitable proceedings in a court of appropriate jurisdiction. Under no circumstances shall binding arbitration b~equired as to any dispute arising between the parties or under the Contract Documents. c o~ ~ E. Delete all references to mediation and arbitration in their entirety. ~.:.~; ~' c3 -'~ ~ 1.2 ARTICLE 1 -GENERAL PROVISIONS ---~~ r--' ~~ ~ A. Add the following paragraph 1.1.1.1 Contract Documents to read as follow~j ~ w 1.1.1.1 Any reference within the Contract Documents of the Ae+ment between Owner and Contractor should be substituted with of the Form of A~reeme~ between Owner and Contractor (hereinafter the Agreement). The Form of Agreement is listed as AG in the project manual. B. Change paragraph 1.1.3 to read as follows: 1.1.3 The term "Work" means the construction and services required by the Contract Documents, whether completed or partially completed, and includes all other labor, tools, materials, equipment, transportation, services, taxes, insurance and all other services provided or to be provided by the Contractor to fulfill the Contractor's obligations. The Work may constitute the whole or a part of the Project. The Contractor shall provide all work and materla/s which any part of the Contract Documents require him to provide. C. Add the following paragraph 1.2.4: 1.2.4 Sections of Division 1 -General Requirements, govern the execution of all sections of the specifications. 1.3 ARTICLE 2 -OWNER A. Change paragraph 2.4 to read as follows: 2.4 If the Contractor defaults or neglects to carry out the Work in accordance with the Contract Documents and fails within aseven-day period after resei~e# written notice from the Owner to commence and continue correction of such default or neglect with diligence and promptness, the Owner may without prejudice to other remedies the Owner may have, correct such deficiencies. - In such case the SUPPLEMENTARY CONDITIONS DOCUMENT SC-1 Owner may deduct from payments then or thereafter due the Contractor the ~easer~abfe entire cost of correcting such deficiencies, including Owner's expenses and compensation for the Architect's and/or Consultant's additional services and expenses and heating, engineering, accounting, consulting services and attorneys' fees and expenses made necessary by such default, neglect, or failure. If payments then or thereafter due the Contractor are not sufficient to cover such amounts, the Contractor shall pay the difference to the Owner. The Owner's actions pursuant to this Subparagraph shall not operate as a release of any obligation of a surety. 1.4 ARTICLE 3 -CONTRACTOR A. Change paragraphs 3.2.2 to read as follows: 3.2.2 Because the Contract Documents are complementary, the Contractor shall, before starting each portion of the Work, carefully study and compare the various Contract Documents relative to that portion of the Work, as well as the information furnished by the Owner pursuant to Section 2.2.3, shall take field measurements of any existing conditions related to that portion of the Work, and shall observe any conditions at the site affecting it. These obligations are for the purpose of facilitating coordination and construction by the Contractor and are not for the purpose of discovering errors, omissions, or inconsistencies in the Contract Documents; however, the Contractor shall promptly report to the Architect any errors, inconsistencies or omissions discovered by or made known to the Contractor as a request for information in such form as the Architect may require. It is recognized that the contractor's review is made in the Contractor's capacity as a contractor and not as a licensed design professional, unless otherwise specifically provided in the Contract Documents. The Contractor shall not be liable to the Owner or Architect for damage resulting from errors, inconsistencies or omissions in the Contract Documents unless the Contractor recognized such error, inconsistency or omission and k~ew+agly failed to report it to the Architect. If the Contractor performs any construction activity involving a recognized error, inconsistency or omission in the Contract CS~umer t without such notice to the Architect, the Contractor shall assume appre~ia#e r~'9pon„ty for such performance and shall bear all ratsts 4~r~orrection. The Contractor shall perform no portion of the Work at any time ~1tho,~~bntract Documents or, where required, approved Shop Drawings, Product Data cc~~~ Ss for such portion of the Work. ~, C:tiar~~~ragraph 3.3.2 to read as follows: ~3.2 Contractor shall be responsible to the Owner for acts and omissions of the c'ontractor's employees, Subcontractors, Sub-subcontractors, vendors, materia/men and suppliers and their agents and employees, and other persons performing portions of the Work under a contract with the Contractor or any of its Subcontractors. C. Add the following 3.3.4: 3.3.4 Contractor shall maintain a qualified and responsible person available 24 hours per day, seven days per week to respond to emergencies which may occur affer hours. Contractor shall provide to Owner and Architect the phone number and/or paging service of this individual. D. Change paragraph 3.4.1 to read as follows: 3.4.1 Unless otherwise provided in the Contract Documents, the Contractor shall provide and pay for labor, materials, equipment, tools, construction equipment and machinery, water, heat, utilities, transportation, storage, parking and other facilities and services necessary for proper execution and completion of the Work, whether temporary or permanent and whether or not incorporated or to be incorporated in the Work. Should the Contract Documents require work to be performed after regular working hours or should the Contractor elect to perform work after regular hours, the additional cost of such work shall be borne by the Contractor. SUPPLEMENTARY CONDITIONS DOCUMENT SC-2 E. Add the following paragraphs 3.4.4 through 3.4.6: 3.4.4 Whenever any provisions of the Contract conflict with any agreements or regulation of any kind in force among members of any trade association, unions or councils, which regulate what work shall be included in the work of particular trades, the Contractor shall make all necessary arrangements to reconcile any such conflict without delay or cost to the Owner and without recourse to the Architect or the Owner. 3.4.5 After the Contract has been executed, the Owner and the Architect will consider a formal request for the substitution products in place of those specified only under the conditions set forth in Section 01 60 00 -Post Bid Substitutions. 3.4.6 By making requests for substitutions based on Subparagraph 3.4.4 above, the Contractor: .1 represents that the Contractor has personally investigated the proposed product and determined that it is equal or superior in all respects to that specified. .2 represents that the Contractor will provide the same warranty for the substitution that the Contractor would for that specified. .3 certifies that the cost data presented is complete and includes all related costs under this Contract except the Architect's redesign costs, and waives all claims for additional costs related to the substitution which subsequently become apparent; and .4 will coordinate the installation of the accepted substitute, making such~changes as maybe required for the Work to be complete in all respects. o .5 will adhere to the contract schedule -°- ° ~~ ~ ~ F. Change paragraphs 3.5 to read as follows: 1a''-~ N '°-- 3.5 The Contractor warrants to the Owner and Architect that mate I~Is and.iequi~ment furnished under the Contract will be of good quality and new unless the ~ract..eocuri is require or permit otherwise. The Contractor further warrants that the Work wi Inf~in wite requirements of the Contract Documents and will be free from defects, ^~^°~~'~°°'° ~^~°" °^~ ' ' . ork, rr,~terials or equipment not conforming to these requirements may be considered defective. The (5odhtractor's warranty excludes remedy for damage or defect caused by abuse, alterations to the Work not executed by the Contractor, improper or insufficient maintenance, improper operation, or normal wear and tear and normal usage. If required by the Architect, the Contractor shall furnish satisfactory evidence as to the kind and quality of materials and equipment. G. Change paragraph 3.6.1 to read as follows: The Contractor shall pay sales, consumer, use and similar taxes for the Work provided by the Contractor that are legally enacted when bids are received or negotiations concluded, whether or not yet effective or merely scheduled to go into effect. Contractors and approved subcontractors will be provided a Sales Tax Exemption Certificate to purchase building materials, supplies, or equipment in the performance of the contract. The Contractor shall submit the information necessary for the certificates to be issued. All such information for said certificates shall be submitted to the City/Owner together in one submission. H. Change paragraph 3.7.2 to read as follows: 3.7.2 The Contractor shall sea~pty perform the Work in compliance with and give notices required by applicable laws, statutes, ordinances, codes, rules, regulations and lawful orders of public authorities bearing on performance of the Work. Change paragraph 3.7.3 to read as follows: 3.7.3 If the Contractor performs Work knowing it to be contrary to applicable laws, statutes, ordinances, codes, rules and regulations, or lawful orders of public authorities, the Contractor shall assume full appre~r+ate responsibility for such Work and shall bear the costs a~tr+~table-fie the--serrestier~ and expenses of correcting or replacing such Work. SUPPLEMENTARY CONDITIONS DOCUMENT SC-3 Change paragraph 3.7.4 to read as follows: 3.7.4 Concealed or Unknown Conditions. If the Contractor encounters conditions at the site that are 1) subsurface or otherwise concealed physical conditions that differ materially from those indicated in the Contract Documents or 2) unknown physical conditions of an unusual nature that differ materially from those ordinarily found to exist and generally recognized as inherent in construction activities of the character provided for in the Contract Documents, the Contractor shall promptly provide notice to the Owner and the Architect before conditions are disturbed and in no event later than the next business day "~ after first observance of the conditions. The Architect will promptly investigate such conditions and, if the Architect determines that they differ materially and cause an increase or decrease in the Contractor's costs of or time required for performance of any part of the work, will recommend an equitable adjustment in the Contract Sum or Contract Time, or both. If the Architect determines that the conditions at the site are not materially different from those indicated in the Contract Documents and that no change in the terms of the Contract is justified, the Architect shall promptly notify the Owner and Contractor in writing, stating the reasons. ~ crth^cr~arfTd~~patc~ the !lrshitest~ deiermina~iep~,- Change paragraph 3.11 to read as follows: 3.11 The Contractor shall maintain at the site for the Owner, one copy of the Drawings, Specifications, Addenda, Change Orders and other Modifications, in good order and marked currently to indicate field changes and selections made during construction, and er-e-sexy-ef all approved Shop Drawings, MSDS Sheefs, Product Data, Samples and similar required submittals. These shall be available to the Architect and shall be delivered to the Architect for submittal to the Owner upon completion of the Work as a record of the Work as constructed. K. ~hange paragraph 3.13 to read as follows: 13 Th Contractor shall confine operations at the site to areas permitted by applicable laws, ~atu)~~rdinances, codes, rules and regulations, and lawful orders of public authorities and the ntC;ocuments and shall not unreasonably encumber the site with materials or equipment. j he tractor acknowledges that the property on which the Project and Work are ~.lacat~~ay be occupied and in use by the Owner during the execution of the Work. The ~, ct9onf~eCtor shall pertorm and coordinate its work in such a manner that the portions of ~-e erty occupied and in use will not be encumbered or the use intertered with or ter4ti3~d. a ~. L. change paragraph 3.17 to read as follows: 3.17 The Contractor shall pay all royalties and license fees. The Contractor shall defend suits or claims for infringement of patent rights and shall hold the Owner and Architect harmless from loss on account thereof, but shall not be responsible for such defense or loss when a particular design, process or product of a particular manufacturer or manufacturers is required by the Contract Documents, or where the copyright violations are contained in Drawings, Specifications or other documents prepared by the Owner or Architect. However, if the Contractor has reason to believe that the required design, process or product is an infringement of a copyright or patent, the Contractor shall be responsible for such loss unless such information is promptly furnished to the Architect and the Owner in writing. M. Change paragraphs 3.18.1 to read as follows: 3.18.1 To the fullest extent permitted by law, the Contractor shall indemnify, defend and hold harmless the Owner, Architect, Architect's consultants, and agents and employees of any of them from and against claims, damages, losses and expenses, including, but not limited to attorneys' fees, arising out of or resulting from performance of the Work, provided that such claim, damage, loss or expense is attributable to bodily injury, sickness, disease or death, or to injury to or destruction of tangible property ,but only to the extent caused in whole or in part by intentional or negligent acts or omissions of the Contractor, a Subcontractor, anyone directly or indirectly employed by them or anyone for whose acts they SUPPLEMENTARY CONDITIONS DOCUMENT SC-4 may be liable, ~ , .Such obligation shall not be construed to negate, abridge, or reduce other rights or obligations of indemnity that would otherwise exist as to a party or person described in this Paragraph 3.18. Nothing in the foregoing Paragraph 3.18.1 is intended or shall be deemed to constitute an indemnification by the Contractor against the negligence of any of the parties to be otherwise indemnified pursuant to Paragraph 3.18.1. N. Change paragraph 3.18.2 to read as follows: 3.18.2 Contractor is not, and shall not be deemed to be, an agent or employee of the City of Iowa City, Iowa. In claims against any person or entity indemnified under this Section 3.18 by an employee of the Contractor, a Subcontractor, anyone directly or indirectly employed by them or anyone for whose acts they may be liable, the indemnification obligation under Section 3.18.1 shall not be limited by a limitation on amount or type of damages, compensation or benefits payable by or for the Contractor or a Subcontractor under worker's compensation acts, disability benefit acts or other employee benefit acts.N°_- a 1.5 ARTICLE 4 -ARCHITECT DC ~. ~ ~ A. Change paragraph 4.1.2 to read as follows: n""~ ~ 4.1.2 Duties, responsibilities and limitations of authority of the Architect-a~et forth i Contract Documents shall not be restricted, modified or extended without w'~+"~te»co~nt Owner; Gemraster and Architect. Consent shall not be unreasonably withheld~s:'a ~,,~ .. N W B. Change paragraph 4.2.1 to read as follows: 4.2.1 The Architect will provide administration of the Contract as described in the Contract Documents and will be the Owner's representative as provided herein during construction and until the Architect issues the final Certificate for Payment to the Contractor on the Project. The Architect will advise and consult with the Owner. The Architect will have authority to act on behalf of the Owner only to the extent provided in the Contract Documents. C. Change paragraph 4.2.3 to read as follows: 4.2.3 On the basis of the site visits, the Architect will keep the Owner reasonably informed about the progress and quality of the portion of the Work completed, and report to the Owner 1) known deviations from the Contract Documents and from the most recent construction schedule submitted by the Contractor, and 2) defects and deficiencies observed in the Work. The Architect and the Owner will not be responsible for the Contractor's failure to perform the Work in accordance with the requirements of the Contract Documents. The Architect and the Owner will not have control over or charge of and will not be responsible for acts or omissions of the Contractor, Subcontractors, or their agents or employees, or any other persons or entities performing portions of the Work. D. Change paragraphs 4.2.5 through 4.2.6 to read as follows: 4.2.5 Based on the Architect's observations and evaluations of the Contractor's Applications for Payment, the Architect will review and serti#~y recommend to the Owner the amounts due the Contractor and will issue Certificates for Payment in such amounts. 4.2.6 The Architect has authority to reject Work which does not conform to the Contract Documents. Whenever the Architect considers it necessary or advisable for implementation of the intent of the Contract Documents, the Architect will have authority to recommend to the Owner to require additional inspection or testing of the Work in accordance with Subparagraphs 13.5.2 and 13.5.3, whether or not such Work is fabricated, installed or completed. However, neither this authority of the Architect nor a decision made in good faith either to exercise or not to exercise such authority shall give rise to a duty or responsibility of the Architect to the Contractor, Subcontractors, material and equipment suppliers, their agents or employees, or other persons SUPPLEMENTARY CONDITIONS DOCUMENT SC-5 performing portions of the Work. E. Change paragraphs 4.2.10 through 4.2.12 to read as follows: 4.2.10 If the Owner and Architect agree, the Architect will provide one or more project representatives to assist in carrying out the Architect's responsibilities at the site. TAT 4.2.11 The Architect will interpret and make recommendations to the Owner regarding des+de matters concerning performance under and requirements of the Contract Documents on written request of either the Owner or Contractor. The Architect's response to such requests will be made in writing within any time limits agreed upon or otherwise with reasonable promptness. If no agreement is made concerning the time within which recommendations required of the Architect shall be furnished in compliance with this Paragraph 4.2, then the Architect shall furnish such recommendations within such reasonab/e time after the request is made that allow sufficient time in the professional judgment of the Architect for review. 4.2.12 Interpretations and recommendations des+sier~s of the Architect will be consistent with the intent of and reasonably inferable from the Contract Documents and will be in writing or in the form of drawings. When making such interpretations and recommendations desis+ens, the Architect will endeavor to secure faithful performance by both Owner and Contractor, will not show partiality to either and will not be liable for results of interpretations or recommendations desisisas rendered in good faith. 1.6 ARTICLE 5 -SUBCONTRACTORS A. Delete paragraph 5.2.1 and add the following: 5.2.1 The CONTRACTOR shall provide, within 24 hours of the bid opening, a list those ~rsons, firms, companies or other parties to whom it proposes/intends to enter into a su}bconl,ct regarding this project as required on the Bid Form and the Agreement. ~ .cam if no minority business enterprises (MBE) are utilized, the CONTRACTOR ~ ~ ~ shall furnish documentation of all efforts to recruit MBE's. ~ v ~-- ~yanc,~:,~ragraph 5.3 to read as follows: a~3 9-B~ppropriate agreement, written where legally required for validity, the Contractor shall r~uirf3~eh Subcontractor, to the extent of the Work to be performed by the Subcontractor, to . ~ boun~to the Contractor by terms of the Contract Documents, and to assume toward the be3ntractor all the obligations and responsibilities which the Contractor, by these Documents, assumes toward the Owner and Architect. Each subcontract agreement shall preserve and protect the rights of the Owner and Architect under the Contract Documents with respect to the Work to be performed by the Subcontractor so that subcontracting thereof will not prejudice such rights, and shall allow to the Subcontractor, unless specifically provided otherwise in the subcontract agreement, the benefit of all rights, remedies and redress against the Contractor that the Contractor, by the Contract Documents, has against the Owner. Where appropriate, the Contractor shall require each Subcontractor to enter into similar agreements with Sub-subcontractors. The Contractor shall make available to each proposed Subcontractor, prior to the execution of the subcontract agreement, copies of the Contract Documents to which the Subcontractor will be bound, and, upon written request of the Subcontractor, identify to the Subcontractor terms and conditions of the proposed subcontract agreement which may be at variance with the Contract Documents. Subcontractors shall similarly make copies of applicable portions of such documents available to their respective proposed Sub-subcontractors. All warranties provided by the Subcontractors, including all express and implied warranties in the Contract Documents and the agreements between the Contractor and the Subcontractors and all warranties provided by law, shall run to and be for the benefit of the Owner, and the Owner shall have a direct right of action against the Subcontractors for any breach of said warranties. SUPPLEMENTARY CONDITIONS DOCUMENT SC-6 1.7 ARTICLE 6 -CONSTRUCTION BY OWNER OR BY SEPARATE CONTRACTORS A. Delete paragraph 6.1.4 in its entirety. B. Change paragraph 6.2.4 to read as follows: 6.2.4 The Contractor shall promptly remedy damage the Contractor wreaq#ull~ causes to completed or partially completed construction or to property of the Owner or separate contractors as provided in Subparagraph 10.2.5. o ~ ~ ©~ ~ ~ 1.8 ARTICLE 7 -CHANGES IN THE WORK A. Change paragraph 7.2.1 to read as follows: ~ -~N,~ ~ 7.2.1 A Change Order is a written instrument prepared by the Archite~HP~d si ned he Owner and Contractor and approved by the Architect, stating their agre~~i~t up~n all ,~e following: '~ ~ .~ r" .. ~~ B. Add paragraph 7.2.2 as follows: w 7.2.2 A Change Order is conclusively presumed to include all adjustments in Contract Time and Contract Sum necessary to complete the change to the Work and related parts of the Work. C. Add paragraph 7.2.3 as follows: 7.2.3 In all Change Orders or Construction Change Directives, the allowance for Overhead and profit to be included in the total cost to the Owner shall not exceed the following amounts: .1 For the Contractor, for any Work performed directly by the Contractor's employees, not including oversight of such work performed by subcontractor, fifteen percent (15%) of the cost. .2 For the Contractor, for Work performed by his Subcontractor, ten percent (10%) of the amount due the Subcontractor. .3 For each Subcontractor, or Sub-subcontractor involved, for any Work performed by such contractor's own forces, fifteen percent (15%) of the cost. .4 For each Subcontractor, for Work performed by his Sub-subcontractors, five percent (5%) of the amount due the Sub-subcontractor. .5 In order to facilitate checking of quotations for extras or credits, all proposals, except those so minor that their propriety can be seen by inspection, shall be accompanied by a complete itemization of costs including labor, materials and Subcontracts. In no case will a change involving over $200.00 be approved without such itemization. .6 Unless otherwise agreed, costs to which overhead and profit are to be applied shall be those costs listed in Subparagraph 7.3.6. 1.9 ARTICLE 8 -TIME A. Change paragraph 8.2.3 to read as follows: 8.2.3 The Contractor shall proceed expeditiously with adequate forces and shall achieve Substantial Completion within the Contract time. The Contractor shall bear all costs for overtime and all additional expense which may arise in order to achieve Substantial Completion within the Contract Time. B. Add paragraph 8.2.4 to read as follows: 8.2.4 If, upon the recommendation of the Architect, it becomes necessary at times during construction for the Owner to accelerate the work, each Contractor or subcontractor when ordered and directed by the Owner, shall cease work at any point and shall transfer his men to such points and execute such portion of his work as may be required to SUPPLEMENTARY CONDITIONS DOCUMENT SC-7 enable others to properly engage in and carry on their work C. Change paragraph 8.3.1 to read as follows: 8.3.1 If the Contractor is delayed at any time in progress of the Work by an act or neglect of the Owner or Architect, or of an employee of either, or of a separate contractor employed by the Owner, or by changes ordered in the Work, or by labor disputes, fire, unavoidable casualties or other causes beyond the Contractor's control, delay then the Contract Time shall be extended by Change Order for such reasonable time as the Owner, with the advice of the Architect, may determine. Such delays shall not be a basis for damages. An extension of the Contract Time is the Contractor's sole remedy for such delay. D. Delete paragraph 8.3.3 in its entirety. E. Add paragraph 8.4 LIQUIDATED DAMAGES to read as follows: Since the actual monetary value of damages sustained by the Owner as a result of delayed completion of the Work is extremely difficult or impractical to assess, the Owner and Contractor agree as follows: 1. Upon failure of the Contractor to achieve "Substantial Completion" of the Work in compliance with requirements of the Contract Documents: The Contractor shall pay as liquidated damages, and not as a penalty, the sum of amount as listed in the Notice to Bidders (or Instruction to Bidders) for each calendar day that "Substantial Completion" is delayed beyond the date written in the Agreement, ~ subject to adjustments of the Contract Time as provided for in the Contract cv D,~cuments. 1 ~ 2.~`"~e Owner shall give written notice to the Contractor of intent to assess t1- ~~uidated damages pursuant to provisions of this Article. Calculation of the r c~sraount of liquidated damages shall commence on the date the Owner notifies the ,...o cat >--Contractor of this intent. ~ ~~ 0 3vuidated damages assessed in accordance with these provisions are exclusive ~,, Df other monetary damages to which the Owner maybe entitled as a direct result `'"' of the Contractor's failure to achieve final completion of the Work in accordance with requirements of the Contract Documents. These liquidated damages are not intended to be exclusive of Owner's right to terminate this Contract based on Contractors' failure to comply with the terms and provisions of the Contract. 4. Partial performance of the Work of this Contract shall not relieve the Contractor from liability for liquidated damages. 5. Contractor's liability for liquidated damages shall cease upon issuance of Substantial Completion Certificate for the Work of the Contract. 6. Notwithstanding anything in the Contract Documents to the contrary, amounts assessed to the Contractor as liquidated damages maybe deducted by the Owner from any money payable to the Contractor pursuant to this Contract. The Owner shall notify the Contractor in writing of a claim for liquidated damages prior to the date the Owner deducts such sum from money payable to the Contractor. 1.10 ARTICLE 9 -PAYMENTS AND COMPLETION A. Add the following paragraph 9.3.1.3. SUPPLEMENTARY CONDITIONS DOCUMENT SC-8 .3 The first payment application shall be accompanied by Contractor's partial waiver of lien only, for the full amount of the payment. Each subsequent monthly payment application shall be accompanied by the Contractor's partial waiver and by the partial waivers of Subcontractors and Suppliers who were included in the immediately preceding payment application to the extent of that payment. Application for final payment shall be accompanied by final waivers of lien from the Contractor, Subcontractor and Suppliers who have not previously furnished such final waivers. B. Change paragraph 9.4.1 to read as follows: 9.4.1 The Architect will, within seven days after receipt of the Contractor's Application for Payment, either issue to the Owner a Certificate for Payment, with a copy to the Contractor, for such amount as the Architect determines is properly due, or notify the Contractor and Owner in writing of the Architect's reasons for withholding certification in whole or in part as provided in Subparagraph 9.5.1. Nothing herein shall be construed as requiring the Architect to reduce the retainage to be applied to payment applications. All certifications and payments, including those pursuant to a pending claim, shall be tentative and conditional and it shall not be necessary for the Architect to make any statement to this effect. C. Add paragraph 9.4.2.1: 9.4.2.1 The Architect's determination as to the issuance of or withholding of or the amount of payment reflected on Certificates of Payment shall subject the Architect to no liability whatsoever to the Owner, Contractor, Surety, or any other person. D. Change paragraph 9.6.1 to read as follows: 9.6.1 The Owner shall make partial payments to the Contractor within 30 days after the Owner has received a Certificate for Payment from the Architect. To insure proper performance of the Contract, the Owner will retain 5% of each payment amount or such larger amount as will insure that there always remains a sufficient balance to complete the work, such retainage to be held until Fina! Acceptance of Work and shall so notify the Architect. • N O E. Change paragraph 9.8.4 to read as follows: c> ~ When the Work or designated portion thereof is substantially complete, the tec'~ill pre ` e a Certificate of substantial Completion that shall establish the date of Suk~~tial~ompl , shall establish responsibilities of the Owner and contractor for security, ~~terlahce,9,~~,,t, utilities, damage to the Work, and insurance, and shall fix the time within yogi"" ° the~ontrf~dtbr shall finish all items on the list accompanying the Certificate. '~~~~e t c..~ F. 'Add paragraph 9.10.6: 9.10.6 Notwithstanding any provision to the contrary in this Contract, final payment of the retainage due the Contractor will be made not earlier than 31 days from the final acceptance of the work by the Owner, subject to the conditions and in accordance with the provisions of Chapter 573 of the Code of Iowa (2009), as amended. G. Add paragraph 9.10.7: 9.10.7 Warranties required by the Contract Documents, including those stated in the performance and payment bond, shall commence on the date of final, formal acceptance of the work by the City. 1.11 ARTICLE 10 -PROTECTION OF PERSONS AND PROPERTY A. Add paragraph 10.1.1: 1. The Contractor will provide Material Safety Data Sheets (MSDS) for all hazardous SUPPLEMENTARY CONDITIONS DOCUMENT SC-9 chemicals or materials that will be at the job site. The Material Safety Data Sheets will be submitted to the Owner prior to the start of construction and supplemented as necessary throughout the project. This data is being provided for informational purposes only and does not relieve the contractor of any obligations for compliance with applicable OSHA and State laws regarding hazardous chemicals and right-to-know. B. Change paragraph 10.2.4 to read as follows: 1. When use or storage of explosives or other hazardous materials or equipment or unusual methods are necessary for the execution of the Work, the Contractor shall give the Owner reasonable advance notice and shall exercise utmost care and carry on such activities under supervision of properly qualified personnel. C. Add paragraph 10.2.9: 10.2.9 When required by law or for the safety of the Work, the Contractor shall shore up, brace, underpin and protect foundations and other portions of existing structures which are in any way affected by the Work. The Contractor, before commencement of any part of the Work, shall give any notices required to be given to adjoining landowners or other parties. The Owner shall be notified once these notices have been served and before the work is pertormed. 1.12 ARTICLE 11 -INSURANCE AND BONDS A. Change paragraph 11.1.1.5 to read as follows: .5 claims for damages, other than to the Work itself, because of injury to or destruction of tangible property, including explosion, collapse and damage to underground utilities and loss of use resulting therefrom; B. Change paragraph 11.1.2 to read as follows: 11.1.2 The insurance required by Subparagraph 11.1.1 shall be written for not less than limits of liability specified in the Contract Documents or required by law, whichever coverage is greater. overage wbet#-ier shall be written on an occurrence basis and shall be avaintait~d without interruption from the date of commencement of the Work until the date of dial ,~ ent and termination of any coverage required to be maintained after final payment, end, mai respect to the contractor's completed operations coverage, until the expiration of the ~~erio~,~" p~correction of Work or for such other period for maintenance of completed operations J ~c+oveas specified in the Contract Documents. cv ~-c~ ~C. ~ha ~ ragraph 11.1.3 to read as follows: o.1~r~tificates of Insurance acceptable to the Owner shall be filed with the Owner prior to Egmmencement of the, Work and thereafter upon renewal or replacement of each required policy fi insurance. The name, address and phone number of the insurance company and agent must accompany the certificate. The liability limits required hereunder must apply to this Project only. These certificates and the insurance policies required by this Section 11.1 shall contain a provision that coverages afforded under the policies will not be canceled or allowed to expire until at least 30 days' prior written notice has been given to the Owner. An additional certificate evidencing continuation of liability coverage, including coverage for completed operations, shall be submitted upon final Application for Payment as required by Section 9.10.2 and thereafter upon renewal or replacement of such coverage until the expiration of the time required by Section 11.1.2. Information concerning reduction of coverage on account of revised limits or claims paid under the General Aggregate, or both, shall be furnished by the Contractor with reasonable promptness. D. Delete paragraph 11.1.4 in its entirety and add the following paragraphs 11.1.4 through 11.1.14: 11.1.4 Any policy or policies of insurance purchased by the Contractor to satisfy his/her responsibilities under this contract shall include contractual liability coverage, and shall be SUPPLEMENTARY CONDITIONS DOCUMENT SC-10 in the following type and minimum amounts: Type of Coverage Comprehensive General Liability Bodily Injury & Property Damage` Automobile Liability Bodily Injury & Property Damage Excess Liability Employer's Liability Each Accident Each Occurrence Aggregate $1,000,000 $2,000,000 Combined Single Limit $1,000,000 $1,000,000 $1,000,000 N $500,000 0 Each Employee $500,000 p o Policy Limit $500 000 =~~' -t~ , ~ Professiona/Liability(ifapplicable) $1,000,000 $1,000,0,. ~ ~ ~°" Worker's Compensation Insurance as required by Chapter 85, Code of Iowa. ~i,,~., -v C"' Property Damage liability insurance must provide explosion, collapse and undergro~ove~e. - ~--. ~ .. ~: . Comprehensive General Liability using Insurance Services Office CG0001 or equi~Galent, ~' ll include Contractual, Premises & Operations, Products & Completed Operations, Independent Contractors, Personal & Advertising Injury coverages, and Aggregate Limits of Insurance (Per Project) endorsement. Automobile Liability shall include all owned, non-owned and hired autos and also coverage for Contractual Liability. Excess Liability shall provide no less than following form coverage to the primary underlying policies. Workers Compensation shall include the Alternative Employer and Waiver of Subrogation endorsements in favor of the Owner. Professional Liability, if applicable: Tthe Contractor shall procure and maintain, during the life of this Agreement, Professional Errors and Omissions Liability Insurance. The Contractor will notify the Owner if claims made erode the policy limits below those required above. All liability policies above, except for Workers Compensation and Professional Liability, shall include the Owner's Governmental Immunities Endorsement. (See attached]. 11.1.5 The City requires that the Contractor's Insurance carrier be A rated or better by A.M. Best. In addition, the Contractor shall be required to comply with the following provisions with respect to insurance coverage: 11.1.6 The entire amount of Contractor's liability insurance policy coverage limits, identified in the policy and in the Certificate of Insurance, must, under the policy, be available to pay damages for which the insured Contractor becomes liable, or for which the insured assumes liability under the indemnity agreement herein contained, and such coverage amount shall not be subject to reduction or set off by virtue of investigation or defense costs incurred by Contractor's insurer. 11.1.7 The entire amount of the Contractor's liability insurance policy coverage limits shall be payable by the Contractor's insurer, with no deductible to be paid by, or self-insured retention to be attributed to, the Contractor unless this requirement is waived by the City. Contractor's Certificate of Insurance must set forth the nature and amount of any such deductible orself-insured retention. SUPPLEMENTARY CONDITIONS DOCUMENT SC-11 11.1.8 If Contractor's liability insurance coverage is subject to any special exclusions or limitations not common to the type of coverage being provided, such exclusions or limitations shall be noted on the Certificate of Insurance and copies of such shall be attached thereto. 11.1.9 The Contractor shall include the City as additional insured on all policies except workers compensation. The Contractor shall include the Owner (City of Iowa City, including its employees, agents and assigns) as additional insured on all policies, except worker's compensation and professional liability. Such additional insured endorsement(s) shall make the Contractor's liability insurance primary to the Owner's and, furthermore, shall not be contributing with any other insurance or similar protection available to the Owner, whether such available protection be primary, contributing or excess. Owner shall be an Additional Insured with repect to all required aforementioned coverages, which shall be stated on all Certificates of Insurance. Such Certificates shall also state that the Governmental Immunities Endorsement (see attached) apply and said endorsements shall be attached thereto. The Contractor shall require any of its agents and subcontractors who perform work and/or services pursuant to the provisions of this Agreement to purchase and maintain the same types of insurance as are required of the Contractor. 11.1.10 The City prefers that Contractor provide it with "occurrence form" liability insurance coverage. if Contractor can only provide "claims-made" insurance coverage, then the Contractor must comply with the following requirements: A. If the Contractor changes insurance carriers, or if Contractor's insurance coverage is canceled, during the contract period or within two years after City's acceptance of the work, Contractor agrees to immediately notify the City of such event. "~ B. if Contractor's insurance is canceled or is allowed to lapse during said period, cv Contractor shall be required to obtain replacement insurance coverage to fulfill ~ ~ dts obligation hereunder. ~ ~ F~./f, during said period, Contractor voluntarily changes insurance carriers or is .-.~ ~ required to obtain replacement coverage from another carrier, Contractor shall """` ~ ~-,Qeither (1) purchase "tail" coverage from its first carrier effective for a minimum of („~,,. , Q c~~two years after City Council acceptance of the work, or (2) purchase "prior acts" o insurance coverage from its new carrier, covering prior acts during the period of this Contract from and after its inception. D. "Tail" or "prior acts" coverage so provided shall have the same coverage, with the same limits, as the insurance specified in this Contract, and shall not be sub%ect to any further limitations or exclusions, or have a higher deductible or self-insured retention than the insurance which it replaces 11.1.11 The City reserves the right to waive any of the insurance requirements herein provided. The City also reserves the right to reject Contractor's insurance if not in compliance with the requirements herein provided, and on that basis to either award the contract to the next low bidder, or declare a default and seek specific performance or termination, as the case maybe. 11.1.12 In the event that any of the policies of insurance or insurance coverage identified on Contractor's Certificate of Insurance are canceled or modified, or in the event that Contractor incurs liability losses, either due to activities under this Contract, or SUPPLEMENTARY CONDITIONS DOCUMENT SC-12 due to other activities not under this Contract but covered by the same insurance, and such losses exhaust the aggregate limits of Contractor's liability insurance, then in that event the City may in its discretion either suspend Contractor's operations or activities under this Contract, or terminate this Contract, and withhold payment for work pertormed on the Contract. 11.1.13 In the event that any of the policies or insurance coverage identified on Contractor's Certificate of Insurance are canceled or modified, then in that event the City may in its discretion either suspend Contractor's operations or activities under this Contract, or terminate this Contract, and withhold payment for work pertormed on the Contract. N 11.1.14 Contractor shall be responsible for any deductible amounts; eluding but not limited to the owner's deductible on the owner's builder's risk. o ~ ~ ~ ..~-- E. Delete paragraphs 11.3 in its entirety and add paragraphs 11.3 as follows: ~..~ ~ i~`"" 11.3 PROPERTY INSURANCE 4~., "o 11.3.1 OWNER shall purchase and maintain property insurance upon t%~ork at the~e in the amount of the full replacement cost thereof (subject to such ded~'lb% amounts as maybe provided in the Supplementary Conditions or required by Laws~hd Relations). This insurance shall: .1 include the interests of OWNER, CONTRACTOR, Subcontractors, Owner's Engineering Consultants, and any other individuals or entities identified in the Supplementary Conditions, and the officers, directors, partners, employees, agents, and other consultants and subcontractors of each and any of them, each of whom is deemed to have an insurable interest and shall be listed as an additional insured; .2 be written on a Builder's Risk "all-risk" or open peril or special causes of loss policy form that shall at least include insurance for physical loss or damage to the Work, temporary buildings, false work, and materials and equipment in transit, and shall insure against at least the following perils or causes of loss: fire, lightning, extended coverage, theft, vandalism and malicious mischief, earthquake, collapse, debris removal, water damage, and such other perils or causes of loss as may be specifically required by the Supplementary Conditions; .3 include expenses incurred in the repair or replacement of any insured property; .4 include $100,000 for materials and equipment stored at the Site or at another location that was agreed to in writing by OWNER prior to being incorporated in the Work, provided that such materials and equipment have been included in an Application for Payment recommended by OWNER; .5 allow for partial utilization of the Work by OWNER; .6 include testing and startup; and 7 be maintained in effect until final payment is made. .8 Such coverage shall not include coverage for loses or damage caused by the negligent acts or omissions of Contractor or Subcontractors, or for damage to material or equipment while under the control of or stored by Contractor prior to installation or prior to inclusion of such material or equipment in construction. Contractor shall maintain appropriate insurance for such risks or occurrences SUPPLEMENTARY CONDITIONS DOCUMENT SC-13 11.3.2 OWNER shall purchase and maintain such boiler and machinery insurance which shall specifically cover such insured ob%ects or additional property insurance as may be required by Laws and Regulations which will include the interests of OWNER, CONTRACTOR, Subcontractors, OWNER's Engineering Consultants, and any other individuals or entities identified in the Supplementary Conditions, each of whom is deemed to have an insurable interest and shall be listed as an insured or additional insured. 11.3.3 All the policies of insurance (and the certificates or other evidence thereof) required to be purchased and maintained in accordance with paragraph 5.06 will contain a provision or endorsement that the coverage afforded will not be canceled or materially changed or renewal refused until at least 30 days prior written notice has been given to OWNER and CONTRACTOR and to each other additional insured to whom a certificate of insurance has been issued and will contain waiver provisions. 11.3.5 If CONTRACTOR requests in writing that other special insurance be included in the property insurance policies provided under paragraph 5.06, OWNER shall, if possible, include such insurance, and the cost thereof will be charged to CONTRACTOR by appropriate Change Order or Written Amendment. Prior to commencement of the Work at the Site, OWNER shall in writing advise CONTRACTOR whether or not such other insurance has been procured by OWNER. F. Delete section 11.4 in its entirety and add paragraph 11.4 to read as follows: 11.4.1 The Contractor shall furnish a Pertormance Bond and Labor and Material Payment Bond from a surety using the form included in the Contract Documents, each in an amount equal to the Contract Price. Cost of such Bonds shall be included in the base bid. Each alternative bid shall include the additional Bond cost. Contractor shall deliver the required Bonds to the Owner prior to the signing of the Agreement. .1 The Pertormance, Labor and Material Bond shall be executed in conformity with the American Institute of Architect's Document A-312 (1984 Edition), with coverage provided by a surety having a financial rating from A.M. Best of A, V/l or higher. ~Wlnever the Contractor shall be and is declared by the Owner to be in default u~i'derdContract, the Surety and Contractor are each responsible to make full payment t~the.s.~ner for any and all additional services of the Architect as defined in the Owne~Fchitect Agreement which are required as a result of the Contractor's default and i~prog the Owner's right under the agreement with the Contractor to remedy the ~ttraet~'s default or honor the terms of the Performance Bond. Q Vim' .~ Thee Bonds shall be maintained by the Contractor and shall remain in full force a~- effect until final acceptance of the Work by the Owner. The Contractor agrees and will cause the Surety to agree to be bound by each and every provision of all the Contract Documents. .4 The Surety shall give written notice to Owner, within seven (7) days after receipt of a declaration of default, of the Surety's election either to remedy the default or defaults promptly or to perform the work promptly or to pay to Owner the penal sum of the bond, time being of the essence. In said notice of election, the Surety shall indicate the date on which the remedy or pertormance will commence, and it shall then be the duty of the Surety to give prompt notice in writing to Owner immediately upon completion of (a) the remedy and/or correction of each default, (b) the remedy and/or correction of each omitted item of work, (c) the furnishing of each omitted item of work, and (d) the pertormance of the work. The Surety shall not assert solvency of its Principal or its Principal's denial of default as justification for its failure to promptly remedy the default or defaults or pertorm the work. SUPPLEMENTARY CONDITIONS DOCUMENT SC-14 .5 The Principal and Surety further agree as part of this obligation to pay all such damages of any kind to person or property that may result from a failure in any respect to perform and complete the Work including, but not limited to, all repair and replacement costs necessary to rec[ify construction error, architectural and engineering costs and fees, all consultant fees, all testing and laboratory fees, and all legal fees and litigation costs incurred by the Owner. 1.13 .6 The Surety agrees that other than as is provided in the Bond it may not demand of the Owner that the Owner shall (a) perform any thing or act, (b) give any notice, (c) furnish any clerical assistance, (d) render any service, (e) furnish any papers or documents, or (f) take any other action of any nature or description which is not required of the Owner to be done under the Contract Documents. N O 11.4.2 Surety shall be satisfactory to the Owner and shall be authorized to doa"'6usines,~,in the state of Iowa. ~ t'~ ~ _ ~ i I? -~ ~ ~ ARTICLE 13 -MISCELLANEOUS PROVISIONS C'>" ~ .~,~ A. Change paragraph 13.1 to read as follows: ='~~ 13.1 The Contract shall be governed by the laws of the State of Iowa .~- .~„ . ca B. Change paragraph 13.3.1 to read as follows: 13.3.1 Written notice shall be deemed to have been duly served if delivered in person to the individual, to a member of the firm or entity or to an officer of the corporation for which it was intended, or if d°~ sent by registered or certified mail to the last business address known to the party giving notice. C. Change paragraph 13.5.1 to read as follows: 13.5.1 Tests, inspections and approvals of portions of the Work shall be made as required by the Contract Documents and by applicable laws, statutes, ordinances, codes, rules, and regulations or lawful orders of public authorities. Unless otherwise provided, the Contractor shall make arrangements for such tests, inspections and approvals with an independent testing laboratory or entity acceptable to the Owner, or with the appropriate public authority, and shall bear all related costs of tests, inspections and approvals. The Contractor shall give the Architect and Owner timely notice of when and where tests and inspections are to be made so the Architect and Owner may observe such procedures. The Owner shall bear costs of 1) tests, inspections or approvals that do not become requirements until after bids are received or negotiations concluded and 2) tests, inspections or approvals where building codes or applicable laws or regulations prohibit the Owner from delegating their cost to the Contractor. Copies of all reports, data and other documents related to tests, inspections and approvals shall 6e provided to the Architect as soon as practicable. D. Delete paragraphs 13.7. E. Add the following Section 13.8: 13.8 The Contractor shall maintain policies of employment as follows: .1 The Contractor and the Contractor's subcontractors shall not discriminate against any employee or applicant for employment because of race, religion, color, sex, age, disability or national origin or otherwise as may be required by local or state ordinance. The Contractor shall take affirmative action to insure that applicants are employed, and that employees are treated during employment without regard to their race, religion, color, sex, age, disability or national origin or otherwise as may be required by local or state ordinance. Such action shall include, but not be limited to, the following: SUPPLEMENTARY CONDITIONS DOCUMENT SC-15 employment, upgrading, demotion or transfer; recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship. The contractor agrees to post in conspicuous places, available to employees and applicants for employment, notices setting forth the policies ofnon-discrimination. .2 The Contractor and the Contractor's subcontractors shall, in all solicitations or advertisements for employees placed by them or on their behalf, state that all qualified applicants will receive consideration for employment without regard to race, religion, color, sex, age, disability or national origin or otherwise as may be required by local or state ordinance F. Add the following Section 13.9: 13.9 The Contractor shall maintain CONTRACT COMPLIANCE PROGRAM (ANTI DISCRIMINATION REQUIREMENTS) for all contracts of $25,000 or more, the Contractor shall abide by the requirements of the City's Contract Compliance Program, which is included with these Specifications beginning on page CC-1. 1.14 ARTICLE 14 -TERMINATION OR SUSPENSION OF THE CONTRACT A. Add the following paragraph 14.2.1.5: .5 fails or refuses to provide insurance or proof of insurance as required by the Contract Documents. B. Change paragraph 14.2.4 to read as follows: 14.2.4 If the unpaid balance of the Contract Sum exceeds costs of finishing the Work, including compensation for the Architect's services and expenses made necessary thereby, and other damages incurred by the Owner and not expressly waived, such excess shall be paid to the Contractor. If such costs exceed the unpaid balance, the Contractor shall pay the difference to the Owner. The amount to be paid to the Contractor or Owner, as the case may be, shall be certified by the Initial Decision Maker, upon application, and this obligation for payment shall sur~ive termination of the Contract. The Contractor shall bear all testing, engineering, agcpuntin~ and legal expenses made necessary as a result of termination of the C~tracy~„- s~ 1.15 ~ AI~IIC~~- CLAIMS AND DISPUTES c~ t~- C~ngO~~agraphs 15.1.1 through 15.1.3 to read as follows: 1 .1 ~ ' lion. A Claim is a demand or assertion by one of the parties seeking, as a matter of rig, p nt of money, or other similar relief with respect to the administration terms of the C tract ing the performance of the Work. The term "Claim" also includes other disputes a matters in question between the Owner and Contractor arising out of or relating to the Contract. The responsibility to substantiate Claims shall rest with the party making the Claim. Nothing in this Article is intended to limit claims by the Owner re/aced to the performance of or quality of the Work. 15.1.2 Notice of Claims. Claims by either the Owner or Contractor must be initiated by written notice to the other party and to the Initial Decision Maker with a copy sent to the Architect if the Architect is not serving as the Initial Decision Maker. Claims by either party must be initiated within 21 days after occurrence of the event giving rise to such Claim or within 21 days after the claimant first recognizes the condition giving rise to the Claim, whichever is later. An additional Claim relating to the same subject matter made after the initial Claim has been implemented by Change Order will not be considered and is deemed waived by the Contractor. . 15.1.3 Continuing Contract Performance. Pending final resolution of a Claim, except as otherwise agreed in writing or as provided in Section 9.7 and Article 14, the Contractor shall SUPPLEMENTARY CONDITIONS DOCUMENT SC-16 proceed diligently with performance of the Contract and the Owner shall continue to make payments for sums not in dispute in accordance with the Contract Documents. The Architect will prepare Change Orders and issue Certificates for Payment in accordance with the decisions of the Initial Decision Maker. B. Change paragraph 15.2.5 to read as follows: 15.2.5 The Initial Decision Maker will render an initial decision approving or rejecting the claim, or indicating that the Initial Decision Maker is unable to resolve the claim. This initial decision shall 1) be in writing, 2) state the reasons therefore, and 3) notify the parties and the Architect, if the Architect is not serving as the Initial Decision Maker, of any change in the Contract Sum or Contract Time or both. C. Delete paragraphs 15.2.6 and 15.2.6.1 in their entirety. D. Delete Section 15.3 MEDIATION in its entirety. E. Delete Section 15.4 ARBITRATION in its entirety. Add the following paragraph 15.5 to read as follows: 15.5 The Owner and Contractor may exercise such rights or remedies as either may otherwise have under the Contract Documents or by Laws or Regulations in respect of any dispute. Disputes shall be resolved by legal or equitable proceedings in a court of appropriate jurisdiction. Under no circumstances shall binding arbitration be required as to any dispute arising between the parties or under the Contract Documents. END OF DOCUMENT 00800 N O_ O['j d ~L7 ^ f ~ ..~t N r"" ~~ ~ -.J 9 ~ $ `~ ~~~ ~ C . W N W SUPPLEMENTARY CONDITIONS DOCUMENT SC-i7 RESTRICTION ON NON-RESIDENT BIDDING ON NON-FEDERAL-AID PROJECTS PROJECT NAME: TYPE OF WORK: DATE OF LETTING: A resident bidder shall be allowed a preference as against anon-resident bidder from a state or foreign country which gives or requires a preference to bidders from that state or foreign country. That preference is equal to the preference given or required by the state or foreign country in which the non-resident bidder is a resident. "Resident bidder" is defined as a person authorized to transact business in this state and having a place of business within the state, and has conducted business for at least six months prior to the first advertisement for the public improvement. In the case of a corporation, the above requirements apply as well as the requirement that the corporation have at least fifty percent of its common stock owned by residents of this state. This qualification as resident bidder shall be maintained by the bidder and his/her contractors and subcontractors at the work site until the project is completed. I hereby certify that the undersigned is a resident bidder as defined above and will remain such from the start of the project until its completion. COMPANY NAME: CORPORATE OFFICER TITLE: N ° p~ ~ DATE: b_.~ ~ ~' "K" N J -i c J " -'~ r- s -v ~ ~ ~ ~ ; :~ :~; w .. -° °" N W R-1 SECTION 01010 GENERAL REQUIREMENTS AND INFORMATION INDEX PARTI-GENERAL 1.1 Intent 1.2 Interpretation 1.3 Drawings and Specifications 1.4 Standards and Codes 1.5 Materials Tests 1.6 Responsibility of Contractor 1.7 Infornlation for Engineer l.8 Submittal Procedures 1.9 Construction Progress Schedules 1.10 Shop Drawings 1.1 l Incidental Work 1.12 Approval of Materials 1.13 Construction Completion Requirements 1.14 Existing Utilities 1.15 Final Review and Acceptance N a o~ ~ .~ e~ r ~ r~ ~ .~;. w ~~' N C.J PART I -GENERAL 1.1 INTENT A. To set forth requirements of performance, type of equipment or structure desired and standards of materials and construction. B. To describe specifically Work set out in Contract Documents unless otherwise specifically indicated. C. To require performance of complete Work in spite of omission of specific reference to any minor component parts. D. To provide for new materials and equipment unless otherwise included. 1.2 INTERPRETATION A. Report errors or ambiguities in specifications to Engineer as soon as detected. Engineer will answer questions prior to receipt of bids regarding and interpreting intended meaning of specifications by issuing an addendum. After receipt of bids, written correspondence will be issued. 1.3 DRAWINGS AND SPECIFICATIONS A. Engineer will furnish up to three sets of Drawings and Specifications after award of contract. Contractor shall compensate Engineer for printing costs for additional copies beyond the specified three sets. Q. Contractor shall provide one set of Drawings and Specifications for each foreman or superintendent in charge of each crew on job. 1.4 STANDARDS AND CODES A. Perform work in accordance with best present-day installation and construction practices. 1 SECTION 01010 GENERAL REQUIREMENTS AND INFORMATION B. Conform to and test materials in accordance with the latest editions and revisions to the following codes and standards unless specifically noted otherwise: 1. American National Standards Institute (ANSI). 2. American Society for Testing Materials (ASTM). 3. Federal Specifications (FS). 4. Iowa Department of Transportation (IDOT); latest edition of Standard Specifications and addenda. 5. Iowa Occupational Safety and Health Act (IOSHA). 6. Manual of Accident Prevention in Construction by Associated General Contractors of America, Inc. (AGC). 7. National Electrical Manufacturers Association (NEMA). 8. National Electrical Safety Code (NESC). 9. National Institute for Occupational Safety and Health (NIOSH). 10. National Lumber Manufacturer's Association (NLMA). 11. National Safety Council (NSC). 12. Occupational Safety and Health Act of 1970 (Public Law 91-596) (OSHA). 13. Steel Structures Painting Council (SSPC). 14. Underwriters' Laboratories, Inc. (UL). 15. Standards and Codes of the State of Iowa and applicable local standards and ~ codes of the Owner. cv 16~ Other standards and codes which may be applicable to acceptable standards > ~ ~~-~ of the industry for equipment, materials and installation under the contract. ;~' o ~ ~ ; 1 ~ MATE S TESTS „~ A.cv ~ ~ es all materials tests or tests specified hereinafter. B.~ ~r~ploy approved testing laboratory to show that construction materials comply with `~ ~~ifications. ca CN Provide samples of materials required for laboratory tests and pay cost of all tests including transportation charges on samples. D. Incorporate no materials into work until laboratory tests have been furnished, as requested by Engineer, which indicate that materials are in compliance with the Specifications. E. All materials subject to sampling, testing, inspection and rejection at site by Engineer. F. Laboratory tests for materials: 1. No additional testing for verification required unless as directed by Engineer during project. Testing shall be paid by Contractor for those tests indicating non-conformance to test standards specified. 1.6 RESPONSIBIL[TY OF CONTRACTOR A. Protection of his work. B. Protection of all property from injury or loss resulting from his operations. C. Replace or repair objects sustaining any such damage, injury or loss to satisfaction of Owner and Engineer. 2 SECTION 01010 GENERAL REQUIREMENTS AND INFORMATION D. Accept full responsibility for all construction means, methods, sequences, techniques, proceedings, property and personal safety on the project site, including the same for all subcontractors. E. Cooperate with Owner, Engineer and representatives of utilities in locating underground utility lines and structures. F. Keep cleanup current with construction operations. G. Comply with all federal, State of Iowa and City laws and ordinances. 1.7 INFORMATION FOR ENGINEER A. After execution of contract, submit following information and drawings for Engineer's approval if specifically requested. Total number of approved copies required for distribution: Three (3) plus copies required by Contractor. 1. Manufacturer's specifications and catalog data for all materials, appurtenances and other special items. 2. List of Subcontractors, if any, to which the prime contractor proposes to N sublet a portion of the work. ° 3. Such other information as Engineer may request. ®~ a B. Provide two copies of following information, as requested by Enr: ~ 1. Shipping papers for all materials. ~_"~~„~ ~' 2. Materials test re orts ~~ p ~ ~ -v ~<< c.,.~ 1.8 SUBMITTAL PROCEDURES ~_~`" ~ ~' A. Date all transmittal forms. Re-submittals to have original submitt~'"date ~h an appended date. B. Identify project, contractor, subcontractor or supplier; pertinent drawing sheet and detail number(s), and specification sections number, as appropriate. C. Apply Contractor's stamp or equal dated, signed or initialled, certifying that review, verification of products required, field dimensions, adjacent construction work, and coordination of information, is in accordance with the requirements of the Work and Contract Documents. D. Provide space for Contractor and Engineer review stamps. E. Revise and resubmit submittals as required, identify all changes made since previous submittal. 1.9 CONSTRUCTION PROGRESS SCHEDULES A. Submit initial progress schedule in duplicate at Pre-Construction Meeting to Engineer for review. B. Revise and resubmit as required. C. Submit any revised schedules with each application for payment, identifying changes since previous version. E. Indicate estimated percentage of completion for each item of Work at each submission. F. Indicate critical submittal dates required for shop drawings, product data, samples, and product delivery dates. SECTION 01010 GENERAL REQUIREMENTS AND INFORMATION 1.10 SHOP DRAWINGS A. Intent of Engineer's approval: To assist Contractor in interpreting specifications and drawings. B. Contractor's Responsibility: To check drawings prior to submission for coordination and conformance with contract documents; do not submit without checking. C. Approval does not relieve Contractor of responsibility for errors in shop drawings and will not relieve him of any responsibility stated under the Contract. D. Prior to submission of shop drawings and catalog data to Engineer, affix Contractor's stamp with signature of responsible person to show that material submitted has been checked and approved. E. If the material proposed varies in detail from the drawings or illustrations furnished, or if it varies from any of the requirements specified herein, such variations shall be noted by the manufacturer/supplier. 1.11 INCIDENTAL WORK Any incidental work not specifically mentioned in the specifications or shown on the plans but obviously necessary for the proper completion of the work shall be considered as being a part of and included in the Contract and shall be executed in the proper manner. The Contractor shall not be entitled to extra or additional compensation for the same. 1.12 APPROVAL OF MATERIALS A. Materials shall be new and shall be designed for the function and service specified herein. No equipment or materials shall be used in the project except that which has been approved by the Engineer. The contractor shall submit to the Engineer such test results, shop drawings, manufacturer's specifications, data and other information ~ which may be required for determining approval or disapproval, sufficiently in adce of shipment of the equipment to provide time for determining compliance ~~t~the specifications and drawings prior to shipment. Final approval of ~ ~'tance of material will be made only after such material is installed and has met ~... ~~Iecified tests and requirements. B. ~ 1~ ials of a specific make may be named in the specifications in certain instances, (~a~,-z- ier to set out specific features desired or required. However, other materials of o equ~quality, which meet the functional requirements will be considered. C. ° If the material proposed varies in detail from the drawings or illustrations furnished, or if it varies from any of the requirements specified herein, such variations shall be noted by the manufacturer/supplier. D. Upon submission of sufficient data from which a determination can be made, the Engineer will examine such data and issue, in writing, a list of approved materials covered by data submitted. A list of approved materials will be issued by addendum to those to whom plans and specifications have been issued, two (2) days prior to the bid date. E. It is specifically provided that approval of materials under the procedures outlined above is a general approval only and that it in no way constitutes final approval of such material, nor waives any requirement of these specifications, nor relieves the Contractor or Manufacturer of any degree of responsibility for compliance with specific requirements of other portions of these contract documents. SECTION 01010 GENERAL REQUIREMENTS AND INFORMATION Final approval for all materials installed in the project will be given only upon submission of complete detailed shop drawings and data as required by other paragraphs of these specifications. F. The various manufacturers shall be experienced in the design and construction of the type of materials they propose to furnish. No consideration will be given to materials from manufacturers that do not have an equivalent record of performance for similar materials in successful operation. 1.13 CONSTRUCTION SCHEDULE AND COMPLETION REQUIREMENTS A. This project shall have a completion schedule as follows: Substantially complete - October 31, 2008 B. Any time extension requested by the Contractor shall be provided to Consultant and Owner within a reasonable time period, not in excess of 20 calendar days, after the event that leads to the time request. Any request for extension due to abnormal inclement weather shall have written documentation attached with it. Without such documentation, the request shall automatically be rejected. C. Refer to General Specifications for Construction for related matters to tip extension. ® ° D. If the Contractor fails to complete the project within the agreed ~~Co~ract or any extension thereof, the Contractor shall be responsible for ~da~ges $250 per day. --¢rr.,~. `~ :"~ ~ -v 1.14 EXISTING UTILITIES `~~ ~ A. The exact location and elevation of all public utilities shall be deftrnine~y the Contractor, prior to excavation Contractor shall notify UTILITY COM>P~NIES 48 HOURS IN ADVANCE so they may locate their utility for the contractor. It shall be the duty of the Contractor to ascertain all utilities. Existing underground utilities are not indicated on the drawings. The Owner or Engineer accepts no responsibility for improper locations or failure to show utility locations on the drawings. The Contractor shall be responsible to locate exact locations of utility crossings before any work that may come into contact with existing utilities. B. Contractor is fully responsible for repairing damage to utilities and services due to his work, which are not in direct conflict with the roof system installation or were not verified visually where feasible by the Contractor. Repair for damages to Utilities/Service during construction are at no expense to the Owner. 1.15 FINAL REVIEW AND ACCEPTANCE A. Notify Engineer when installation is considered complete and ready for final review. B. Owner will accept work and make final payment to Contractor: 1. When the Engineer has certified that the project has reviewed the work of the Contractor and stated that the work is complete and incompliance with the Drawings and Specifications. 2. When Contractor has furnished the Engineer with required closeout documents specified herein. END OF SECTION 01010 SECTION 01039 PROJECT MEETINGS INDEX PART I -GENERAL I.1 Pre-Bid Meeting 1.2 Pre-Construction Conference 1.3 Progress Meetings a 1.4 Pre-Installation Conference a a e? v PART II -PRODUCTS ~ ~~ C 3 -£: ~ N ~ Not Used -=a c: " PART III -EXECUTION ~~; w ~ Not Used ;~=. c PART I -GENERAL 1.1 PRE-BID MEETING A. Pre-bid meeting scheduled as noted in the Instructions To Bidders. B. Roofing contractors are requested to be at the meeting. Other sub-contractors, material manufacturers and suppliers are welcome to attend. C. Agenda 1. General review of Contract Documents and project 2. Scheduling issues 3. Critical dates 4. Field review of building and site 5. Questions and comments 1.2 PRE-CONSTRUCTION CONFERENCE A. Engineer will schedule a conference after Notice To Proceed to Contractor. B. Attendance required: Owner, Engineer, Contractor, Contractor's foreman for the project, sub-contractor(s). C. Agenda 1. Distribution of copies of Contract Documents 2. List of sub-contractors, progress schedule, schedule of values, any other items as requested by Engineer or Owner 3. Designation of personnel representing all parties involved 4. Discussion for procedures and processing field decisions, application for payments, Change Orders, and closeout documents 5. Scheduling 6. Use of utilities and premises by Contractor 7. Owner's requirements 8. Temporary utilities 9. Security and cleaning procedures 10. Testing requirements and procedures 1 1. Record documents 12. Shop drawing and submittal reviews SECTION 01039 PROJECT MEETINGS 13. Completion date and request for time 14. List of documents for Project Closeout 15. Scheduling of observation by Engineer 16. Substantial and final inspection and acceptance 17. Any other items as required 1.3 PROGRESS MEETINGS A. The Engineer has the option to schedule and administer meetings from start of construction to the point where the roof is watertight and flashed in at intervals as required. B. The Engineer shall make arrangements for meetings, preside at meetings, record minutes, distribute copies of recorded minutes to participants. C. Attendance required: Job foreman, Owner, Engineer at minimum. Major sub- contractors and material suppliers that are affected by critical agenda items are also required. D. Agenda 1. Review minutes of previous meeting 2. Review progress of project 3. Problems observed or foreseen 4. Field decisions made or that need to be made 5. Review of submittals, schedule and status of submittals 6. Review of off site fabrication and delivery schedule 7. Review progress schedule and revisions needed 8. Coordination issues 9. Review of quality and construction standards 10. Effect of any proposed changes on schedule and coordination 1 1. Other issues related to the Project 1.4 PRE-INSTALLATION CONFERENCE A. Apre-installation shall be scheduled with the Engineer prior to work. PART II -PRODUCTS Not used PART III -EXECUTION Not used .~~, N ~' ` END OF SECTION 01039 ~~ ~~ ~ ~ - cL ~ ~ ~ ~- N }*- tJ ~..~..s ~ f s ~ i~r~ ~ v O o s 0 c~.i 2 SECTION 01045 CUTTING AND PATCH[NG INDEX PART I -GENERAL 1.1 Requirements N 1.2 Submittals ° PART II -PRODUCTS p~ ~° 2.1 Materials c?-`•= ~ ~""- ~~ PART III -EXECUTION "~~`' 3.1 Inspection ° ~ ~~ a 3.2 Preparation ~°"' N w 3.3 Performance PART I -GENERAL 1.1 REQUIREMENTS A. Contractor shall be responsible for all cutting, fitting and patching, required to complete the Work or to: 1. Make its several parts fit together properly. 2. Uncover portions of the Work to provide for installation of ill-timed work. 3. Remove and replace defective work. 4. Remove and replace work not conforming to requirements of Contract Documents. 5. Remove samples of installed work as specified for testing. 6. Provide routine penetrations ofnon-structural surfaces for installation of piping and electrical conduit. 7. Make connections to existing structures, utilities or equipment. 1.2 SUBMITTALS A. Submit written request in advance of cutting or alteration which 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. B. Request shall include: 1. Identification of Project. 2. Description of affected work. 3. The necessity for cutting, alteration or excavation. 4. Effect on work of any separate contractor, or on structural or weatherproof integrity of project. 5. Description of proposed work: a. Scope of cutting, patching, alteration, or excavation. b. Trades who will execute the work. c. Products proposed to be used. SECTION 01045 CUTTING AND PATCHING d. Extent of refinishing to be done. 6. Alternatives to cutting and patching. PART II -PRODUCTS 2.1 MATERIALS A. Comply with specifications and standards for each specific material involved. PART [II -EXECUTION 3.1 INSPECTION A. Inspect existing conditions of Project, including elements subject to damage or to movement during cutting and patching. B. After uncovering work, inspect conditions affecting installation of Products, or performance of work. C. Report unsatisfactory or questionable conditions to Engineer in writing; do not proceed with work until Engineer has provided further instructions. 3.2 PREPARATION A. Provide adequate temporary support as necessary to assure structural value or integrity of affected portion of Work. B. Provide devices and methods to protect other portions of Project from damage. C. Provide protection from elements for that portion of the Project which may be exposed by cutting and patching work, and maintain excavations free from water. 3.3 PERFORMANCE A. Execute cutting and demolition by methods which will prevent damage to other work, and will provide proper surfaces to receive installation of repairs. B. Execute excavating and backfilling methods which will prevent settlement or damage to other work. C. Execute fitting and adjustment of products to provide a finished installation to comply with specified products, functions, tolerances and finishes. D. Restore work which has been cut or removed; install new products to provide complete Work in accord with requirements of Contract Documents. E. Fit work airtight to pipes, sleeves, ducts, conduit and other penetrations through ,~-- surfaces. F. N Reish entire surfaces as necessary to provide an even finish to match adjacent C'M -"~ ~hes: ~ ~~'- For continuous surfaces, refinish to nearest intersection. r.. 2?°. ~' For an assembly, refinish entire unit. N i "' L7 ate-- v ~ END OF SECTION 01045 ss p -.-. 4 N SECTION 02000 SITE WORK INDEX PART 1 -GENERAL 1.1 Demolition 1.2 Protection 1.3 Site Repair 1.4 Clean-up and Damage Repair N O o ~ ~ ~~~ ~' --4 ~ ~- , --t c~ " t-"' ~~ ~ ,~ ~. PART 1 -GENERAL ~'°~ ~' 1.1 DEMOLITION ~ w A. This section includes removal and disposal of the existing building roofing material and other material as required. 1.2 PROTECTION A. Protection shall be provided for, but not necessarily limited to, the following: 1. Lawn area and adjacent structures. 2. Building walls, windows, etc. 3. Building equipment. 4. Building interior, including contents. B. Protection shall be defined as the minimum requirements necessary to ensure that when the project is completed, the Owner's property will be left in the same condition as it was when the project started. 1.3 SITE REPAIR A. Repair or replace any damaged curbs, sidewalks, rutted yard areas, shrubs, trees, sprinkler system, etc. B. Restore areas and items to their original condition prior to construction. 1.4 CLEAN-UP AND DAMAGE REPAIR A. Any existing items, structures, or areas damaged during the course of the construction shall be repaired and restored to a condition equal to or better than it was prior to commencement of work. END OF SECTION 02000 SECTION 04500 MASONRY RESTORATION PART 1 -GENERAL 1.1 SECTION INCLUDES A. Re-pointing for Masonry Walls o B. Removal and re lacement of Brick Units ° ~ C. Cleaning of & replacement of stone ~ ~' --a ~ ~ D. Water Repellent Application n--~ ~ E. Miscellaneous masonry repairs =t~ 1.2 QUA LITY ASSURANCE c~ :~' _.-.~_: ~ w A. Restorer: Company with five years experience in masonry r~orati~. w 1.3 DELIVERY, STORAGE, AND HANDLING A. Deliver products to site ensuring no damage to materials. B. Store and protect products for adequate protection from weather. 1.-1 ENVIRONMENTAL REQUIREMENTS A. Do not lay masonry, repoint, caulk, wash down or wet surfaces when temperature may drop below 40 degrees F within twenty-four hours. B, Re-pointing should be performed when ambient air temperature is between 40° and 90° F. C. In very hot weather it is important that enough water is maintained in the mortar to ensure proper curing and minimize shrinkage cracking. This may require periodically wetting the wall during the curing process. 1.5 WARRANTY A. All work shall be guaranteed against materials and workmanship for a period of two years from the date of completion. PART 2 -PRODUCTS 2.1 MATERIALS A. Portland Cement -All Portland cement shall conform to ASTM D 150. B. Hydrated Lime -All lime shall be hydrated Type S lime conforming to ASTM C207. C. Sand -Sand shall conform with ASTM C144, except that Che grading shall comply with the following limits: SIEVE SIZE PERCENT PASSING 4 100 g 95-100 16 60-100 30 35-70 50 15-35 100 2- I S 200 0-2 SECTION 04500 MASONRY RESTORATION D. Admixtures - No air entrained admixtures nor cement material admixtures shall be used in the mortar. No antifreeze compounds or other substances shall be used in the mortar to lower the freezing point. Calcium chloride or admixtures containing calcium chloride shall not be used in mortar where reinforcement, metal ties or anchors are embedded. E. Water -Water shall be clean and free of deleterious amounts of acid, alkalis or organic materials. 2.2 MORTAR MIXTURE A. The mortar shall be as specified in ASTM C-270. The mortar type and proportions of Portland cement, lime, and sand, respectively are shown below: B. Mortar shall be type N and be proportioned by volume as follows: 1 part Portland cement 1 part Type S hydrated lime 6 parts sand The Portland cement shall conform to ASTM C-150 for Type 1, nonstaining cement and having no air entrainment. C. The lime shall be hydrated lime confornling to ASTM C-207, Type S. D. The sand shall conform to ASTM C-144. E. All mortar used for repairs shall be prehydrated as follows: 1. Thoroughly mix all ingredients dry. 2. Mix again adding only enough water to produce a damp unworkable mix which will retain its form when pressed into a ball. 3. After keeping the mortar in a dampened condition for minimum `/2 hour, add sufficient water to bring the mortar to its proper ,•._, consistency. ~ 4. The final mixture should, however, be somewhat drier than `r' P. ~ conventional masonry mortar. ~. %,~"~Vlortars that have stiffened because of evaporation of water from the ~ ~,,,, ~Nnortar shall be retempered by adding the water as frequently as needed to _ cv ~--t~restore the required consistency. Mortars shall be used in place in final ~ ~~osition within 2-1 /2 hours after initial mixing. ~. voColor and texture of new mortar shall match existing mortar as much as o` possible. N 2.3 FACE BRICK A. New brick to match sizes noted on plan. B. New brick to meet requirements of ASTM C216, Grade SW, Type FBA. SECTION 04500 MASONRY RESTORATION 2.4 ANAMOSA DIMENSIONAL STONE CAPS A. Physical Properties ASTM C- ASTM C- ASTM C97 ASTM C-170 99 880 Absorption, Bulk Specific Gravity Compressive Modulus Flexural and Density Strength of Rupture Stren th Average Average Bulk Average Average, Average, Absorption Specific Density, ' Average, psi psi psi /o Gravit Ibs/ft 7.5 2.15 133.8 10,550 1,140 930 2.5 MISCELLANEOUS MATERIALS A. Masonry Cleaner 1. Masonry cleaner shall be "Sure Clean 101" or "Sure Clean 600" manufactured by PROCESS SOLVENT CO. or as recomme~ed by manufacturer for appropriate masonry units. o ~' 3~ ~ B. Epoxy Grout ~ ~ N ed by BASF or approvecl-~tiva'[[~ent. NC Adhesive Gel manufactu 1 r . a. Two-component, 100 /o solids, moisture-tolerat~~'t~ttgh~ strength high-modulus epoxy paste. ~^~. c.~ b. Meets ASTM C 881 ,Type I, II, IV,V, Grade ~ rv Class B and C ~'' c. Physical Properties PROPERTY VALUE color Gray Mix Ratio, by volume I to l (Part A to Part B) Pot life, min, at 77 ° F( 25 ° C) 60-90 Consistency Nonsag gel Test Data PROPERTY RESULTS TEST METHODS Hardness, Shore D ASTM D 2240 24 hours 80 48 hours 82 120 hours 85 7 days 85 Bond Strength, psi ASTM C 882 (hardened concrete to hardened concrete) 2 days dry cure 2,400 14 days moist cure 3,300 SECTION 04500 MASONRY RESTORATION Compressive Strength, psi 7 days, 73 °F (23 °C), 50% rh I I ,600 ASTM D 695 Compressive Modulus, Psi 3.6 x 10 to the 5`~' ASTM D 695 Tensile strength, 3,900 ASTM D 638 Psi Tensile elongation, % 1.2 ASTM E 638 Water absorption, % 0.2 ASTM D 570 7 day cure, 24 hr immersion C. Water Repellant 1. Enviroseal ®G manufactured by BASF or approved equivalent. a. A clear, breathable, penetrating, water based siliconate water repellant sealer b. Properties -Composition Enviroseal ®G contains water and siliconate Typical Properties Property Value Total Solids and active 7 r- Ingredients by weight,% cv ~ >! ! ~ ~ ® Specific Gravity, g/cc 1.0 ~ rD. u~imestone Cleaner •..~ ~ ~ ~. Sure Klean® 942 Limestone and Marble Cleaner manufactured by ~.., ~ ~~ PROCESS SOLVENT CO. or approved equal. 0 0 PAR') -EXECUTION 3.1 GENERAL A. All work accomplished under this section will be completed in accordance with good workmanship practices of the respective trades. B. Beginning of installation means acceptance of existing surfaces and conditions. 3.2 PREPARATION A. Protect elements surrounding the work from damage or disfiguration. B. IMPORTANT: Seal off window areas and other surfaces not receiving work of this Section to protect from damage from dust and material used during construction. C. Protect roof membrane and flashings from damage. Contractor shall be responsible for any roof damage and will be required to make repairs SECTION 04500 MASONRY RESTORATION using a qualified roofing contractor acceptable to the Owner's representative. D. Dampen clean joints with water before re-pointing. E. Fill vertical joints first, then horizontal joints. Apply mortar in thin `/4" layers that are allowed to become "thumbprint" hard before placing the next layer. F. Do not overfill joints where mortar hides the edges of the brick. 3.3 REBUILDING A. Cut out damaged and deteriorated masonry with care in a manner to prevent damage to any adjacent remaining materials. B. Support structure as necessary in advance of cutting out units. C. Cut away loose or unsound adjoining masonry or mortar to provide firm and solid bearing for new work. D. Provide veneer anchors for the exterior brick veneer at maximum 1 ~; o.c. vertical and 3'-0" o.c. horizontal. At no point shall any onegneer ~chor ~ E support more than 4 square feet of veneer surface. .~;n :.. nchors shall be fastened as recommended by the mct~r to V . F. ~ eneer a the backup walls. --3~"' 'J Build-in masonry work to match and align with existing, witl:~j~ptsd coursing true and level, faces plumb and in tine. Build-in allm~~ accessories, and fittings. ',~ ;,~ G~ 3.4 REPOINTING A. Cut out loose or disintegrated mortar in joints to a 3/4 inch depth minimum and until solid mortar is encountered. Remove mortar to a uniform depth from all joints in the area being re-pointed. B. Utilize power tools only after test cuts determine no damage to masonry units will result. Thickness of blades for electric grinders shall be no more than half the thickness of the joint being cleaned. Mortar adjacent to masonry should be removed by hand methods. C. Do not damage masonry units. D. When cutting is complete, remove dust and loose material by brushing or with water jet. E. Press mortar into the joint in three successive layers, installing each new layer once the previous layer has set so no deformation occurs due to the thumb pressure. F. Provide moist curing if dry weather to assure hydration and good bond. 3.5 MOVING CRACK AND CONSTRUCTION JO[NT REPAIR PROCEDURE A. Preparation: 1. Route all random cracks to a depth of/4 inch and width of 3/8 inch. 2. Blow clean with compressed air. SECTION 04500 MASONRY RESTORATION 3. If deterioration exceeds the dimensions indicated above, remove all unsound brick and rebuild the joints or cracks to the dimensions indicated above. B. Installation: 1. Fill all cracks and joints with sealant in a manner recommended by the manufacturer of the sealant used on the job. Use a primer material prior to installing the sealant if recommended by the manufacturer of the sealant. Color of sealant shall match color of new mortar. 3.6 BRICK INSTALLATION A. Face brick shall be laid in common running bond. B. All masonry units shall be cut using power saw. C. Masonry joints shall be uniform in size, 3/8 inch in width. 1. Joints shall be cut flush, tooled slightly concave using wide radius tooling iron. 2. Exercise caution in tooling technique and time of tooling so that joints have uniform appearance. 3.7 STRUCTURAL EPOXY GEL A. Mixing The mix ratio is I to 1 (Part A to Pail B). Z. Mix each component separately before mixing together. 3. Combine 1 Part A (resin) with 1 Part B (hardener) in a separate, suitably sized, clean container. Mix with aslow-speed drill (400 - 600 rpm) and a Jiffy paddle for approximately 3 minutes until the mixed materials are uniform in color. r-~ 3. Mix only enough material that can be applied within the pot life. (see ~ he technical Data section). ~~ ~ ~pEpoxy Mortar ci ~ } Cut the edges of the area being repaired to 90 degree angles to ~}-eliminate featheredging. env }-c~. Prime the prepared substrate with neat NC Adhesive Get using a ~ mush or roller. ~, a" V o Add approximately 4 to 5 pails by loose volume of 20/40 grade, o clean, dry sand to 1 part by volume of mixed NC Adhesive Gel. Mix `~c~ a uniform, homogenous, lump-free consistency. Mix only a quantity of material that can be placed within the pot life. 4. While the prime coat is still tacky, apply and compact the mixture and finish with a steel trowel. Allow to cure. 5. Precondition material to 65 to 85° F (18 to 29° C) before using. 6. Do not thin NC Adhesive Get; thinning with solvents will prevent proper curing. 7. Minimum surface and ambient temperature is 40 ° F (4° C). C. Clean Up I . Remove NC Adhesive Gel using xylene or mineral spirits. Cured material must be removed mechanically. SECTION 04500 MASONRY RESTORATION 3.8 WATER REPELLENT APPLICATION A. Test Application I . A test application is recommended to determine coverage rate, water repellence, and appearance. Tests should be conducted in unobtrusive locations where conditions are representative of the overall project, and under weather conditions similar to those expected during full-scale surface preparation and application. Test areas should dry thoroughly before inspection. The test areas can be used to demonstrate the appearance and performance of the planned installation and to determine the coverage rate and procedures for application. Allow 7 days for test verification. Q. Surface Preparation 1. All surfaces. must be structurally sound, clean, fully cured (28 days), and free of all dust, dirt, bitumens, efflorescence, oil, pollution deposits, all curing, forming, and parting compounds, and all other foreign matter. New stone should age a minimum of 1 year before sealing. ~, 2. Complete all caulking, pointing, or restoration work_before° application and allow to cure. If application must pre s~eh work, carefully avoid application of water repellent~~int~ices..~.,. Contamination may cause sealant adhesion problems ~N_„t ~"° 3. For blemish-free or stain-free results, especially on l~)colo~red o ,;' white surfaces, surface cleanliness is critical. c~ ~ ~ 4. Surface must be dry and free of frost. After rainfall, a#tevv s>~ace a .~.., N to dry 2-3 days or longer to avoid a hazing effect. ~ ~ C. Application 1. Apply when surface and air temperatures are above 40° F (4° C) and below 90° F (32° C). 2. Apply directly from the container using a good quality brush, roller, or low-pressure sprayer. Brushes or rollers used for application must be saturated with the water repellent to ensure that adequate material is applied. 3. When water repellants are applied with low-pressure spray, the sprayer should be adjusted to achieve a wet stream; the liquid should not be atomized. Low-pressure sprayers, brooms, rollers, and squeegees are commonly used for small installations. For large installations, low-pressure spray bars can be used to ensure a uniform rate of application. Daily applications should begin and end at pre-determined breakpoints; excessive overlapping should be avoided. 4. For vertical substrates saturate the surface from the bottom up, obtaining a 6-12" rundown. Vertical surfaces should be saturated from the bottom up, creating arun-down below the contact point. Runs or drips that do not penetrate should be brushed out. SECTION 04500 MASONRY RESTORATION If a second "wet-on-wet" saturating application is recommended, the initial treatment should penetrate for five to 15 minutes, and the application repeated as described above. 5. Apply to horizontal surfaces in a uniform manner in sufficient quantity to completely wet out the substrate. A single application is often recommended for horizontal surfaces. 6. Care should be taken to treat in 1 coat prior to drying. Water repellent will repel additional applications. 7. Protect incidental glass, metal, and plastic building components, including polystyrene headboard and fiberglass. If overspray occurs, remove immediately, preferably with soapy water. Do not allow the material to dry. 8. To prevent damage to nearby shrubbery and landscaping, cover or protect with drop cloth. 9. Do not apply during inclement weather or if rain is expected within 8 hours. 10. Do not use on previously painted surfaces. 11. Make certain the most current versions of product data sheet and MSDS are being used; call manufacturer's technical service to verify the most current version. D. Clean Up 1. Clean all tools and equipment directly after use with soap and water. C. Spills/Storage 1. Use mild acid solution (acetic acid) to neutralize spills. Clean up spills using sand or other inert materials. Keep spills out of sewers and bodies of water. Material is non-combustible. For further information and handling instructions read the appropriate Manufacturer's System Products Material Safety Data Sheet. Refer to Material Safety Data Sheet (MSDS) for further information. 3.9 l ..~~ CLEANING A. Cleaning of existin limestone sh 11 1 B. c--- c~ a. r- N f3G a N g a use conventions water rinses, detergents or chemical cleaners. Low pressure water and non-metallic brushes shall be used for scrubbing of stone. As work proceeds and on completion, remove excess mortar, droppings, smears, stains, efflorescence, or other unsightly excess resulting from the work of this selection. lean surrounding surfaces. ~,.- ~=-- ~-;y END OF SECTION 04500 mot...,' ~.. v t- d v© SECTION 06100 ROUGH CARPENTRY INDEX PART I -GENERAL 1.1 SCOPE OF THIS SECTION 1.2 SUBMITTALS ca 3 PRODUCT DELIVERY, STORAGE, AND HANDLING 1 .~ cw -~~ . ~~ ~ ~ ~ PART [I -PRODUCTS -=ae a 1 MATERIALS 2 ~ ~ r'} -ta . 2.2 GRADING _ ~ ~' -. rk ~. ~ ,~ 2.3 TREATMENT -~ ra PART III -EXECUTION 3.1 INSTALLATION 3.2 FIELD QUALITY CONTROL PART t -GENERAL 1.1 SCOPE OF THIS SECTION A. Wood blocking, furring, grounds, curbs, nailers and other rough wood items. B. Exterior plywood and rough plywood used in concealed or semi-concealed areas. C. Rough hardware. 1.2 SUBMITTALS A. Certification as requested by Engineer: 1. Preservative treated wood: Submit certification that moisture content was reduced to 10% maximum, after treatment. 2. Fire-retardant treatment: Submit certification by treating plant that materials comply with governing ordinances and will not bleed through finished surfaces. 1.3 PRODUCT DELIVERY, STORAGE, AND HANDLING A. Immediately upon delivery to job site, place materials in area protected from weather. B. Store materials above ground and cover. C. Do not store seasoned materials in wet or damp portions of building. D. Protect sheet materials from corners breaking and damaging surfaces, while unloading. PART II -PRODUCTS 2.1 MATERIALS A. Rough Hardware: 1. Anchor bolts shall be steel complete with nuts and washers. 2. Lag bolts and miscellaneous bolts and screws shall be type, size and finish best suited for intended use. SECTION 06100 ROUGH CARPENTRY 3. Expansion shields shall be type and size best suited for intended use. 4. Nails and staples shall be size and type best suited for the purpose, in accordance with Fed Spec FF-N-105 when applicable to type used. Recommend nailer head to be 3/16" diameter, minimum. 5. Roofing nails for wood milers shall be 11 gauge, barbed, zinc-coated nails with ~/16 to 1-inch diameter heads. Nails shall be long enough to penetrate into the bottom wood nailer at least 1 '/4 inch. B. Wood: 1. Blocking, grounds, nailing strips, sleepers, cant strips, milers, roof opening curbs, and other non-stress graded members shall conform to the "National Grading Rule for Dimension Lumber" established in conformance with Section 10, Product Standard PS 20. 2. Wood blocking in contact with exterior concrete, exposed exterior wood, exterior masonry, or wood embedded in concrete shall be lumber treated with pressure preservative meeting AWPB LP-2. 2.2 GRADING A. Moisture content shall not exceed 18%. Materials with a nominal thickness of 3" or less shall be kiln dried. Lumber shall be new S4S unless noted otherwise, sound, seasoned and free from warp that cannot be corrected in process of nailing or bridging. B. Grade and trademark shall be required on each piece of lumber or on each bundle in bundled stock, unless shipment is accompanied by certificate of inspection issued by grading organization. 2.3 TREATMENT A. Blocking used on the exterior of the building, including all new blocking within the roofing system, shall be not be pressure treated wood. PART III -EXECUTION 3.1 INSTALLATION A. General: ~ 1. Members shall be closely fitted with minimum space, accurately set to ~`~ required lines and levels and rigidly secured in place. ~ ~~-? No wood material shall be left exposed to the elements after installation for a ,,,,,~~ ° more than 5 days. Such material shall be removed and replaced with new at ~-. ---~ B. N ~ = the Contractors' own cost. od of Fastening: ~..~ o Fasten carpentry items to building construction to provide a secure, o -' permanent installation. Use spacings and sizes of bolts screws, and nails ~ which exceed the strength of members being fastened. Failure due to over-stressing must occur in the members before occurring in the fastenings. SECTION 06100 ROUGH CARPENTRY 2. Fastenings shall be as follows: a. Nailing shall be as required to assemble and secure wood constnac- tion. b. Bolts anchoring wood nailers to concrete block walls shall be spaced 4 feet apart. At outside building corners bolts shall be maximum 2 feet apart, 8 feet each way from the corner. c. Nailer installed parallel to ribs of steel deck: Attach nailer to each roof joist with a 3/4" diameter bolt or secure nailer with 2 rows of No. 10 (5 mn1) galvanized sheet metal screws at 24 inches on center, using a 5/8 inch outside diameter washer under the heads. d. Nailer installed at right angle to ribs of steel deck: Attach nailer 2 rows of No. 10 (5 mm) galvanized sheet metal screws at 24 inches on center. e. Fascia and top nailers to other wood members shall be fastened at 24 inches, two rows, on center, staggered. 8 feet from each outside corner spacing shall be maximum of 12 inches on center. Embed nails a minimum 1 '/4" into bottom nailer. f. Members of multiple board configuration shall have each layer nailed individually and have interlocked (dovetailed) corners. 3.2 FIELU QUALITY CONTROL A. Selection of Lumber Pieces 1. Select individual pieces so that knots and obvious defects will not interfere with placing bolts or proper nailing or making proper connections. 2. Cut out and discard all defects, which will render a piece unable to serve its intended function. 3. Lumber may be rejected by the Engineer, whether or not it has been installed; for excessive warp, twist, bow, crook, mildew, fungus, or mold, as well as for improper cutting and fitting. B. Cutting aild Fitting 1. All necessary cutting and fitting of wood construction for mechanical, electrical, and other trades shall be done by workers experienced in the carpentry trade. 2. Make all necessary repairs to wood construction after the completion of N work by other trades. ° o ° ~-'' ~• END OF SECTION 06100 ~~ ~ c~ ~ ~ ~- -=~ c~ ~ ~~ ~ r° -~ ~ f ~,,~ N .~ SECTION 07220 ROOF AND DECK INSULATION INDEX PART 1 -GENERAL 1.1 Section Includes 1.2 References 1.3 System Description 1.4 Submittals 1.5 Delivery, Storage, and Handling a PART 2 -PRODUCTS ~~ 0 ~v 2.1 Insulation Materials ~'-"~ c~ ~ ~ ~ '~°°' 2.2 Fasteners ~ f--, ~~ "`~ ~ -,rr ~ PART 3- EXECUTION ~~_ 3.1 Inspection of Surfaces °" 3.2 Installation .~ PART 1 -GENERAL 1.1 SECTION INCLUDES A. Rigid Board Insulation B. Installation 1.2 REFERENCES A. ASTM International 1. ASTM C472 Standard Test Methods for Physical Testing of Gypsum, Gypsum Plasters and Gypsum Concrete. 2. ASTM C473 Standard Test Methods for Physical Testing of Gypsum Panel Products. 3. ASTM C518 Standard Test Method for Steady-State Thermal Transmission Properties by Means of the Heat Flow Meter Apparatus. 4. ASTM C840 Standard Specification for Application and Finishing of Gypsum Board. 5. ASTM C 1177 Standard Specification for Glass Mat Gypsum Substrate for Use as Sheathing. 6. ASTM E96 Standard Test Methods for Water Vapor Transmission of Materials. 1.3 SYSTEM DESCRIPTION A Base Bid - 1. Existing insulation system on both levels consists of a ``/z" fiberboard with a base sheet attached to the existing wood sheathing (structurally sloped). Remove all insulation and base sheet, install new `/a" thick Dens-Deck and mechanically fasten to wood deck. 1.4 SUBMITTALS A. As requested by Engineer, provide manufacturer's specification data for insulation and mechanical fasteners. SECTION 07220 ROOF AND DECK INSULATION B. Provide layout pattern for mechanical fasteners for the top layer of insulation that is fastened, if requested by Engineer. C. Provide a sample of each insulation type, if requested by Engineer. D. Provide one sample of each type of mechanical fastener and plate, if requested by Engineer. 1.5 DELIVERY, STORAGE, AND HANDLING A. Store all insulation materials in a manner to protect them from the wind, sun, and moisture damage prior to and during installation. Any insulation that has been exposed to any moisture shall be removed from the project site. B. Keep materials enclosed in a watertight, yet ventilated enclosure (i.e., tarpaulins). C. Store materials off of the ground on pallets or other suitable means. Any warped or broken insulation boards shall be removed from the site. D. Deliver materials to job site in manufacturer's original wrapping marked with name of manufacturer and density of insulation. E. Materials stored on the roof shall be placed so as not to impede or disturb existing drainage flow. PART 2 -PRODUCTS 2.1 INSULATION MATERIALS A. Gypsum-based coverboard 1. Acceptable Manufacturers a. G-P Gypsum Corp. b. Pre-Approved equal 2. Requirements a. Compostion: Glass mat faced gypsum with non-asphaltic, highly filled heat cured coating on one side. (Dens-Deck) b. '/4" thickness: 4'x 8' size. ~. 3. Physical Properties ~ crz ~ o a. Flame spread and smoke developed - 0 -ASTM E84. N b i oncom ust ble per ASTM E 136 ~ ~ ~~:. b. Weight: 1.1 psf. r.. ~>~' c. Surfacing: Fiberglass mat. ~ ~Q d. Flexural Strength, Parallel (ASTM C473): 40 lbf, minimum. ~ v© e. Flute Span (ASTM E661): 2-5/8 inches. o -- f. Permeance (ASTM E96): Not more than 50 perms. g. R-Value (ASTM C518): Not less than 0.28. h. Water Absorption (ASTM C 1 177): Less than ] 0 percent of weight. 2.2 FASTENERS A. Wood Deck 1. Acceptable Manufacturers a. Sarnafill Approved 2. Requirements 2 SECTION 07220 ROOF AND DECK [NSULATION a. Plates shall be a minimum three inches in diameter and composed of galvanized steel. b. Fastener and plate shall meet the requirements of FM Standard 4470 passing the SPRIU Corrosion Test Procedures - Kesternich DIN-50018 with 15% red rust allowable. c. Fastener and plate shall be approved within applicable FM tested roof system. B. Wood Components 1. Use Factory Mutual approved fasteners and fastening pattern to adhere wood blocking and Hailers. PART 3 -EXECUTION 3.1 INSPECTION OF SURFACES A. Examine surfaces for adequate anchorage, foreign materials, moisture and other conditions which would adversely affect the roofing application and performance. B. The roofing contractor shall be responsible for preparing substra~to in~ll insulation. Any conditions which require revision of Contract ~~~rnex~s sha brought to Engineer's or Owner's attention for resolution. ~'' -~ ~ ..~.. `~-~ ~ ~-' =.t c~ 3.2 INSTALLATION ~~ -v A. Roof Insulation ~~ ~' 1. Insulation shall be laid in parallel courses with all joints'gger~l betw~n .. ~ courses. .~- 2. Insulation shall be neatly fitted to all roof penetrations, projections and Hailers with no gaps greater than 1/4-inch. Tapered insulation shall be installed around roof drains in such a way as to provide adequate slope for runoff into drain. Under no circumstances will the membrane be left unsupported in an area greater than 1/4-inch. 3. When more than one layer of insulation is used, joints shall be staggered where possible with relation to the layer beneath. Each layer shall be fully attached to the roof deck as described in the Contract Documents. 4. No more insulation shall be placed on the surface to receive roof membrane than can be covered with roofing membrane before the end of the day's work or before the onset of inclement weather. 5. Insulation shall be dry when installed and protected from weather during application Any insulation exposed to weather including polyisocyanurate, after delivery to the site will be required to be removed form the proiect site and not used on the proiect Testing of the insulation shall be done at no additional expense of Engineer or Owner to verify insulation is acceptable for use on theproject All materials which become wet or warped, shall be removed from the site and replaced with new dry materials. 6. Provide insulation saddles at walls, curbs and other penetrations where described per the Contract Documents. B. Attachment With Mechanical Fasteners SECTION 07220 ROOF AND DECK INSULATION 1. Approved insulation board shall be fully attached to the deck with an approved mechanical fastening system. At a minimum, the amount of fasteners shall be in accordance with manufacturer's recommendation for FM I-60 approved system. A fastening pattern of lower intensity can be approved upon submittal of insulation and fastener data prior to receipt of bids. Submittals for this need to be to Engineer a minimum of 6 days prior to bid for consideration. 2. Filler pieces of insulation require at least two fasteners if size of insulation is less than four square feet. 3. Spacing pattern of fasteners shall be as per manufacturer's recommendations to meet the FM requirements. Placement of the center of any fastener from edge of insulation board shall be a minimum of four (4) inches and a maximum of six (6) inches. 4. Minimum penetration into deck shall be as recommended by the fastener and insulation manufacturer. There is a one-inch (1/2") minimum for wood, decks where not otherwise specified by the manufacturer. Do not over drive or under drive fastener. Install fastener so is properly seated in the plate. Any fastener not properly seated shall be removed and replaced. END OF SECTION 07220 r N ~r_„ r~ ~~ ~ LL ~ ~'= `° .~ r ~ c ~ ~~ _ °" ~ Q „~ c.~ ~ © o 0 N SECTION 07541 MECHANICALLY FASTENED THERMOPLASTIC MEMBRANE ROOFING INDEX PARTI-GENERAL I . I SCOPE 1.2 REFERENCES 1.3 SYSTEM DESCRIPTION 1.4 QUALITY ASSURANCE 1.5 SUBMITTALS 1.6 PRODUCT HANDLING, STORAGE, AND DELIVERY l .7 JOB CONDITIONS 1.8 WARRANTIES PART II -PRODUCTS 2.1 THERMOPLASTIC MEMBRANE 2.2 FLASHING MATERIALS 2.3 FLASHING ADHESIVE o 2.4 RELATED MATERIALS o . za ~~ PART III -EXECUTION ~'"' ~ ~ ~ "~° 3.1 PRE-CONSTRt1CTION MEETING ~ -i 2 3 INSPECTION OF SURFACES rC~ -~ . 3.3 APPLICATION -GENERAL c:~ ~` :' ~ 3.4 SEQUENCING/SCHEDULING f`" ` ~ `•'~' 3.3 MEMBRANE INSTALLATION zr"-- 3.6 HOT AIR WELDING OF SEAM OVERLAPS 3.7 MEMBRANE FLASHINGS 3.8 WALKWAY INSTALLATION 3.9 TEMPORARY WATER CUTOFFS 3.10 FINAL INSPECTION PART 1 -GENERAL 1.1 SCOPE A. THERMOPLASTIC SHEET ROOFING B. FLASHING MATERIAL C. OTHER COMPONENTS AS RF,QUIRF,D 1.2 REFERENCES A. ASTM D4434-96 (or latest revision) -Standard for Polyviny l Chloride S heet Roofing 1.3 SYSTEM DESCRIPTION A. BASE BID -Polyester reinforced single ply 60 mil PVC sheet mechanically fastened -20 year warranty SECTION 07541 MECHANICALLY FASTENED THERMOPLASTIC MEMBRANE ROOFING 1.4 QUALITY ASSURANCE A. The roofing system shall be applied only by a Roofing Contractor authorized by the membrane manufacturer prior to bid. B. Upon completion of the installation and the delivery to Membrane manufacturer by the Applicator of a certification that all work has been done in strict accordance with the contract specifications and Membrane manufacturer's requirements, an inspection shall be made by a Technical Representative of Membrane manufacturer to review the installed roof system. C. There shall be no deviation made from the Project Specification or the approved shop drawings without prior written approval by the Owner, the Engineer and Membrane manufacturer. D. All work pertaining to the installation of Membrane manufacturer membrane and flashings shall only be completed by Applicator personnel trained and authorized by Membrane manufacturer in those procedures. E. Contractor shall coordinate construction activities with Engineer so a representative can be on-site during critical phases of construction. Contractor shall notify Engineer and Owner 24 hours before installation starts. Coordination of schedule shall be discussed in the first week of construction and during the construction process with the foreman and the Engineer's representative. F. Amount of patches due to Contractor's improper protection or application on new membrane shall be less than 15% of total roof area. If atches total that ercenta Je. Contractor shall remove or overlay with new membrane at his own expense 1._5 SUBMITTALS A. The following items are required to be submitted to Owner or Engineer prior to com mencement of construction. 1. Sheet layout, splice locations, and types of splices 2. Water cutoff method for end of day construction 3. Construction schedule 4. Manufacturer approval of Contractor for 20 year warranty. B. Contractor shall submit the following items if specifically requested by Engineer or Owner c~ . op Drawings: c~ ~~ Indicate the following: ate. ~ e,' 1. Locations sizes, and types of penetrations ~y 2. Outline of roof and dimensions manufacturer's Product Data Sheets: ~°' ~ ~ ~ '_;,~ Showing complete details of the system - ~z ~ Material characteristics 0 ~, c" - Test data "' d. Installation recommendations 3. Certificates: Submit manufacturer's Certificate of Compliance 4. Manufacturer's Instructions: furnish manufacturer's printed instructions for installation of membrane and insulation, including procedures and materials for flashing, splicing, and bonding. 5. Membrane manufacturer's written approval that the roofing contractor is an authorized applicator of its products. 6. Membrane manufacturer's written approval that the technical specifications and plans are in accordance with their published specifications and details. i. Samples: Pv1en-~brane material; Minimum size; 6" x 6" sample SECTION 07541 MECHANICALLY FASTENED THERMOPLASTIC MEMBRANE ROOFING C. Copies of all field site visits and inspections by manufacturer's representative. D. All submittals shall be subject to Engineer's and/or Owner's review. Review of any submittal shall be for compliance only and does not denote specific approval. E. Send project information to PVC supplier to assure obtaining 20-year warranty prior to bidding. All insulation and components required for construction shall be approved by PVC manufacturer. F. Material Safety Data Sheets (MSDS) 1.6 PRODUCT DELIVERY, STORAGE AND HANDLING A. All products delivered to the job site shall be in the original unopened containers or wrappings bearing all seals and approvals. B. Handle all materials to prevent damage. Place all materials on pallets and fully protect from moisture. C. Membrane rolls shall be stored lying down on pallets and fully protected from the weather with clean canvas tarpaulins. Unvented polyethylene tarpaulins are not accepted due to the accumulation of moisture beneath the tarpaulin in certain weather conditions that may affect the ease of membrane weldability. D. As a general rule all adhesives shall be stored at temperatures between 40° F (5° C) and 80° F (27° C). Read instructions contained on adhesive canister for specific storage insti~tions. E. All flammable materials shall be stored in a cool, dry area away from sp an~openmes. Follow precautions outlined on containers or supplied by material manufacl~re,~/s~lier.~ F. All materials which are determined to be damaged by the Owner's Repres~l"~tivt~r M~tiTbrane manufacturer are to be removed from the job site and replaced at no cost to~Ow_naer. 1.7 JOB CONDITIONS =4a~. A. Membrane manufacturer materials may be installed under certain adverse ather~Dnditions but only after consultation with Membrane manufacturer, as installation time and system integrity may be affected. B. Only as much of the new roofing as can be made weathertight each day, including all flashing and detail work, shall be installed. All seams shall be cleaned and heat welded before leaving the job site that day. C. All work shall be scheduled and executed without exposing the interior building areas to the effects of inclement weather. The existing building and its contents shall be protected against all risks. D. All surfaces to receive new insulation, membrane or flashings shall be dry. Should surface moisture occur, the Applicator shall provide the necessary equipment to dry the surface prior to application. E. All new and temporary construction, including equipment and accessories, shall be secured in such a manner as to preclude wind blow-off and subsequent roof or equipment damage. F. Uninterrupted waterstops shall be installed at the end of each day's work and shall be completely removed before proceeding with the next day's work. Waterstops shall not emit dangerous or unsafe fumes and shall not remain in contact with the finished roof as the installation progresses. Contaminated membrane shall be replaced at no cost to the Owner. G. The Applicator is cautioned that certain Membrane manufacturer membranes are incompatible with asphalt, coal tar, heavy oils, roofing cements, creosote and some preservative materials. Such materials shall not remain in contact with Membrane manufacturer membranes. The Applicator shall consult Membrane manufacturer regarding compatibility, precautions and recommendations. SECT[ON 07541 MECHANICALLY FASTENED THERMOPLASTIC MEMBRANE ROOFING H. Arrange work sequence to avoid use of newly constructed roofing as a walking surface or for equipment movement and storage. Where such access is absolutely required, the Applicator shall provide all necessary protection and barriers to segregate the work area and to prevent damage to adjacent areas. A substantial protection layer consisting of plywood over felt or plywood over insulation board shall be provided for all new and existing roof areas that receive rooftop traffic during construction. I. Prior to and during application, all dirt, debris and dust shall be removed from surfaces by vacuuming, sweeping, blowing with compressed air and/or similar methods. J. The Applicator shall follow all safety regulations as required by OSHA and any other applicable authority having jurisdiction. K. All roofing, insulation, flashings and metal work removed during construction shall be immediately taken off site to a legal dumping area authorized to receive such materials. Hazardous materials, such as materials containing asbestos, are to be removed and disposed of in strict accordance with applicable City, State and Federal requirements. L. All new roofing waste material (i.e., scrap roof membrane, empty cans of adhesive) shall be immediately removed from the site by the Applicator and properly transported to a legal dumping area authorized to receive such material. M. The Applicator shall take precautions that storage and/or application of materials and/or equipment does not overload the roof deck or building structure. N. Installation of the membrane over coal tar pitch or a resaturated roof requires special consideration to protect the Membrane manufacturer membrane from volatile fumes and materials. Consult Membrane manufacturer for precautions prior to bid. O. Flammable adhesives and deck primers shall not be stored and not be used in the vicinity of open flames, sparks and excessive heat. P. All rooftop contamination that is anticipated or that is occurring shall be reported to Membrane manufacturer to determine the corrective steps to be taken. Q. The Applicator shall verify that all roof drain lines are functioning correctly (not clogged or blocked) before starting work. Applicator shall report any such blockages in writing (letter copy to Membrane manufacturer) to the Owner's Representative for corrective action prior to installation of the Membrane manufacturer roof system. R. Applicator shall immediately stop work if any unusual or concealed condition is discovered and shall its mediaS~ly notify Owner of such condition in writing for correction at the Owner's x~ens~let~t'~py to Membrane manufacturer). S. e cl~ui~luding both interior and exterior building areas that have been affected by structionall be completed to the Owner's satisfaction. T. .T]~ Ap~ica~cshall conduct fastener pullout tests in accordance with the latest revision of the ~"~~P_RI/A~SI~.a~~ner Pullout Standard to help verify condition of deck substrate and to confirm ecte~ul~o alues. U. The membrane shall not be installed under the following conditions without consulting Membrane manufacturer Technical for precautionary steps: 1. The roof assembly permits interior air to pressurize the membrane underside. 2. Any exterior wall has 10% or more of the surface area comprised of opening doors or windows. 3. The wall/deck intersection permits air entry into the wall flashing area. V. Precautions shall be taken when using adhesives at or near rooftop vents or air intakes. Adhesive odors could enter the building. Coordinate the operation of vents and air intakes in such a manner as to avoid the intake of adhesive odor while ventilating the building. Keep lids on unused cans at all times. `J`v'. Protective wear sl-iali be word when using solvents or adhesives or as required by job conditions. SECTION 07541 MECHANICALLY FASTENED THERMOPLASTIC MEMBRANE ROOFING 1.8 WARRANTIES A. The Contractor shall provide Owner with a written warranty guaranteeing all roofing work including membrane, flashing, counter-flashing and associated work required by the Contract Documents to be water tight for a period of two years from date of final acceptance of construction. Language in the guarantee shall be acceptable to Owner prior to acceptance. Guarantee shall include all materials and workmanship required to repair any leaks that develop due to defects in material or workmanship. B. The PVC membrane manufacturer shall issue a 20-year system warranty. PART 2 -PRODUCTS 2.1 THERMO-PLASTIC MEMBRANE A. BASE BID -Membrane manufacturer polyester reinforced membrane with a lacquer coating -Sarnafil 5327. 1. Membrane shall conform to ASTM D4434-96 (or latest revision), "Standard for Polyvinyl Chloride Sheet Roofing". Classification: Type III. Sarnafil S327-15, 60 mil, thermoplastic membrane with polyester reinforcement. 2. Membrane manufacturer is to certify that the polymer thickness is of the polymer thickness specified. Certification is to be signed by the membrane manufacturer's quality control manager. 3. Color of Membrane -Energy Smart (white), initial reflectivity of 0.83, initial emissivity 0.90, solar reflective index (SRI) of>104. 4. Typical Physical Properties ASTM Minimum Test Method ASTM Parameters Requirement Overall Thickness, min., inches (mm) D638 0.060 (1.14) ,.,, Tensile Strength, min., psi (MPa) D638 1500 (10.4) a Elongation at Break, min. (machine x D638 250% / 230% o~ .~ transverse) Seam strength*, min. (% of tensile strength) D638 75 ~ ~ ~ ~°'° ~c7Na Retention of Properties After Heat Aging D3045 - ;;G -~ Tensile Strength, min., (% of D638 90 ~ ~ `' ' original) " ~? M1 ~.~ Elongation, min., (% of original) D638 90 N „~ Tearing Resistance, min., lbf (N) D1004 10 (45.0) Low Temperature Bend, -40° F (-40° C) D2136 Pass Accelerated Weathering Test (Xenon Arc) D2565 5,000 Hours Cracking (7x magnification) - None Discoloration (by observation) - Negligible Crazing (7 x magnification) - None Linear Dimensional Change D1204 0.10 Weight Change After Immersion in Water D570 ~ 3.0% Static Puncture Resistance, 33 lbf(1~ kg) D5602 Pass Dynamic Puncture Resistance, 7.3 ft-lbf (10 D5635 Pass J) SECTION 07541 MECHANICALLY FASTENED THERMOPLASTIC MEMBRANE ROOFING 2.2 FLASHING MATERIALS A. Wall/Curb Flashing Sarnafil G410 Membrane - A fiberglass reinforced membrane adhered to approved substrate using manufacturer's adhesive. Consult Product Data Sheets for adhesive options and additional information. 2.3 FLASHING ADHESIVE: A solvent-based reactivating-type adhesive used to attach the membrane to the substrate, either horizontally or vertically. Consult Product Data Sheets for additional information. Application rates are as follows: Due to an increase in viscosity when outdoor temperatures during installation are below 40° F (5° C), add '/z gal/100 ftZ (0.2 1/mz) to rate for estimating purposes. Do not install when air temperature is within 5° F of dew point. Solvent evaporation time increases significantly when temperatures drop. Ensure first layer of adhesive is fully dry before second layer is applied to the back of the membrane for proper reactivation. Use awater-filled, foam-covered lawn roller to consistently and evenly press the membrane into the adhesive layer. 2.4 RELATED MATERIALS A. Fasteners 1. Sarnaplate -Used with various Sarnafasteners to attach insulation boards to roof deck. Sarnaplate is a 3 inch square or round, 26 gauge stamping of SAE 1010 steel with an AZ 55 Galvalume coating. Consult Product Data Sheet for additional information. 2. Sarnafastener # 12 - A # 12 corrosion-resistant fastener used with Sarnaplates to attach insulation boards to wood roof decks. Sarnafastener # 12 has a modified buttress thread, a shank diameter of approximately 0.168 inch and a thread diameter of approximately 0.214 inch. The driving head has a diameter of approximately 0.435 inch with a #3 Phillips recess for positive engagement. Consult Product Data Sheet for additional information. '~. Sarnaplate-Preassembled -Combination of a 3 inch round plate and a #12 fastener ,,~ ~ ~~~sed to attach insulation boards to wood roof decks. Sarnaplate-Preassembled ~ ~~onsists of a 3 inch round, 26 gauge stamping of SAE 1010 steel with an AZ 55 °' ~~alvalume coating and Sarnafastener #12 with modified buttress thread. The ~ ~ ~~ tener shank diameter is approximately 0.168 inch and the thread c°i. ~-diameter is approximately 0.214 inch. Consult Product Data Sheet for additional •~ ~~formation. o . 'Sarnadisc 2-3/8" - A 2-3/8 in. diameter high strength plate used with a `" Sarnafastener to attach the roof membrane to wood roof decks. B. Traffic pads -Sarnatred - A polyester reinforced, 0.096 inch (96 mil), weldable membrane with surface embossment. Used as a protection layer from rooftop traffic. Sarnatred is supplied in rolls of 39.3 inches wide and 32.8 feet long. Consult Product Data Sheet for additional information and installation. Provide in light gray color. PART 3- EXECUTION 3.1 PRE-CONSTRUCTION MEETING A. Prior to the start of roofing work, a meeting will be held at the job site for the purpose of reviewing materials, methods, coordination of schedule and procedures to facilitate proper and timely construction of the roofing system. B. A responsible representative from each of the following organizations shall be in attendance: SECTION 07541 MECHANICALLY FASTENED THERMOPLASTIC MEMBRANE ROOFING Roofing contractor (as a minimum, the field foreman assigned to the job). VJ Engineering Owner, as available 3.2 INSPECTION OF SURFACES A. Examine surfaces for adequate anchorage, foreign materials, moisture, and other conditions which would adversely affect the rooting application and performance. B. The roofing contractor shall be responsible for preparing existing surfaces receive insulation, rooting, and flashing. Any deviation from Contract Do~nents~hall he,~brought ` ~ `~ to the attention of Engineer or Owner for resolution. = ~ ~ ~' N J 3.3 APP A LICATION -GENERAL =+~ accordance with the accepted rooting manufacturer's curre~'itt~spe i i ations ll i I t . n ns a and recommended details by the manufacturer during the time of bird=~ C~r~tract ..~...~' Documents. If there is a discrepancy between the two, the more strident o~-l e two shalt apply, unless otherwise directed and accepted by Engineer. •~ B. Roof surfaces shall be thoroughly dry before application of roofing. Clean and sweep all construction areas daily. C. Inspection of the roofing shall be made by a responsible representative of the roofing manufacturer during application and after completion. D. Roofing insulation shall be dry when installed and shall be protected from the weather during installation. All materials which become wet shall be removed and replaced with new dry materials that meet specifications. E. When application of roofing is begun, the total roofing system in the area where insulation and /or tearoff is performed shall be covered and watertight before the contractor's crew leaves the area for the day and before any moisture can enter into the completed roof assembly. F. Install temporary water cutoffs at the completion of each day's work and remove temporary materials upon resumption of the work. Any leaks and damage due to insufficient water cutoffs, accidents or neglect by Contractor shall be repaired and compensated for by the Contractor at no cost to the Owner. G. Application workmen shall wear soft rubber-soled shoes for all work where they may be walking on the in-place roofing membrane. Precautions shall be taken to protect the membrane from puncture. H. If materials are stored on the roof, the materials will be stored on pallets off of the existing roof. Materials shall be stored so no damage occurs to the existing roof. I. Special care will be taken to prevent distress on the building structure when storing and handling materials on the roof. J. Any materials stored on the roof shall be so situated that the existing drainage flow is not impeded or disturbed. 3.4 SEQUENCING/SCHEDULING A. Notify the Owner and Engineer 24 hours before the first day of construction. B. Coordinate with E~ineer during construction so that the Engineer or his representative can schedule to be at project to observe first day installation of insulation membrane, flashin~s and typical installations after the first day. C. Contact Engineer when construction is substantially complete for review SECTION 07541 MECHANICALLY FASTENED 3.5 THERMOPLASTIC MEMBRANE ROOF[NG MEMBRANE [NSTALLAT[ON A. General 1. Membrane materials, splicing, perimeter attachment, bonding, flashing, molded pipe flashing, temporary water cutoffs and other related work shall be installed in accordance with the manufacturer's printed instructions and reviewed shop drawings. B. Membrane Placement 1. The surface of the insulation or substrate shall be inspected prior to installation of the roof membrane. The substrate shall be clean, dry, free from debris and smooth with no surface roughness or contamination. Broken, delaminated, wet or damaged insulation boards shall be removed and replaced. 2. Sarnafil 5327 membrane is to be attached with Sarnafasteners according to Sika Sarnafil's and Factory Mutual's requirements. 3. Membrane overlaps shall be shingled with the flow of water where possible. 4. Tack welding of 5327 full or half-width rolls for purposes of temporary restraint during installation is not permitted. Consult Sika Sarnafil's Technical Department for further information. C. Perimeter and Corner Areas 1. Over the properly installed and prepared substrate surface, 5327 half- width rolls are to be installed either parallel or perpendicular to the entire perimeter edge according to FM guidelines. The number of adjacent half= rolls will be determined by building height and width and other conditions according to FM guidelines and Sika Sarnafil Technical. Sarnafasteners and Sarnadiscs are installed along the edge of the membrane on the fastening line at a spacing determined by Sika Sarnafil and the Owner's Representative/Designer. Sarnadisc 2-3/8" is held back 5/8" from the outer edge of the membrane. The adjacent half-roll is positioned to r- overlap the fastened edge of the first half-roll by 5-1 /2 inches for ~ ~t Sarnadisc in accordance with the overlap lines marked on its edge. The 5- 1 /2 inch (140 mm) overlap wi 11 allow the top membrane to extend 2-1 /2 ~ ~~. inches (63 mm) past the Sarnadisc for heat-welding. Fasteners shall clamp ~ ~}-- the 5327 membrane tightly to the substrate. In corner areas where N >-v perimeter half-rolls intersect, add rows of Sarnafasteners and Sarnadiscs ~-- over the to the half-rolls and weld a (5327) coverstrip above them for ~'~"~ vo watertightness. See Manufacturer's Detail Drawings. N r a. Perimeter area is defined as the outer boundary of the roof. If the roof is broken into different levels, each roof area shall be treated as an individual roof with its outer boundary being treated as a perimeter. 2. Hot-air weld overlaps according to Sika Sarnafil's requirements. Seam test cuts shall be taken at least 3 times per day. D. Interior Area 1. Over the properly installed and prepared substrate surface, 5327 full-width rolls are to be installed perpendicular to the wood plank or wood panels. Sarnafasteners and Sarnadiscs are installed along the edge of the membrane on the fastening line at a spacing determined by Sika Sarnafil and the Owner's Representative/Designer. SECT[ON 07541 MECHANICALLY FASTENED THERMOPLASTIC MEMBRANE ROOFING Sarnadisc 2-3/8" is held back 5/8" from the outer edge of the membrane. The adjacent full-roll is positioned to overlap the fastened edge of the first full-roll by 5-1/2 inches for Sarnadisc in accordance with the overlap lines marked on its edge. The 5-1/2 inch overlap will allow the top membrane to extend 2-1/2 inches past the Sarnadisc for heat-welding. Fasteners shall clamp the S327 membrane tightly to the substrate. See Manufacturer's Detail Drawings. 2. Hot-air weld overlaps according to Sika Sarnafil's recommendations. Seam test cuts shall be taken at least 3 times per day. E. Securement Around Rooftop Penetrations 1. Around all perimeters, at the base of walls, drains, curbs, vent pipes, or any other roof penetrations, Sarnafasteners and Sarnadiscs shall be installed according to perimeter rate of attachment. Fasteners shall be installed according to the manufacturer's instructions. Fast~+ers shall be installed using the fastener manufacturer's recomme~ed tca~ue-sensitive fastening tools with depth locators. Fasteners shall ~~ tl~ Sarri membrane tightly to the substrate. ~...~ cv "°' 2. Sarnafil membrane flashings shall extend 2-1/2 inch~~ast~e Sa ladisc and be hot-air welded to the Sarnafil deck membran~~~;~~ -v ~ ~-"a w 'ate 3.6 HOT-AIR WELDING OF SEAM OVERLAPS ?'~°• A. General 1. All seams shall be hot-air welded. Seam overlaps should be 5-1/2 inches wide for Sarnadisc when automatic machine-welding and 4 inches wide when hand-welding, except for certain details. 2. Welding equipment shall be provided by or approved by Sika Sarnafil. All mechanics intending to use the equipment shall have successfully completed a training course provided by a Sika Sarnafil Technical Representative prior to welding. 3. All membrane to be welded shall be clean and dry. B. Hand-Welding 1. Hand-welded seams shall be completed in two stages. Hot-air welding equipment shall be allowed to warm up for at least one minute prior to welding. 2. The back edge of the seam shall be welded with a narrow but continuous weld to prevent loss of hot air during the final welding. 3. The nozzle shall be inserted into the seam at a 45 degree angle to the edge of the membrane. Once the proper welding temperature has been reached and the membrane begins to "flow," the hand roller is positioned perpendicular to the nozzle and rolled lightly. For straight seams, the 1-1 /2 inch wide nozzle is recommended for use. For corners and compound connections, the 3/4 inch wide nozzle shall be used. C. Machine Welding 1. Machine welded seams are achieved by the use of Sika Sarnafil's automatic welding equipment. When using this equipment, Sika Sarnafil's instructions shall be followed and local codes for electric supply, grounding and over current protection observed. Dedicated circuit house power or a dedicated portable generator is recommended. No other equipment shall be operated simultaneously off the generator. 2. Metal tracks may be used over the deck membrane and under the machine welder to ri~itiimize or eliminate wrt°iiikles. SECTION 07541 MECHANICALLY FASTENED THERMOPLASTIC MEMBRANE ROOFING D. Quality Control of Welded Seams 1. The Applicator shall check all welded seams for continuity using a rounded screwdriver. Visible evidence that welding is proceeding correctly is smoke during the welding operation, shiny membrane surfaces, and an uninterrupted flow of dark grey material from the underside of the top membrane. On-site evaluation of welded seams shall be made daily by the Applicator at locations as directed by the Owner's Representative or Sika Sarnafil's representative. One inch wide cross-section samples of welded seams shall be taken at least three times a day. Correct welds display failure from shearing of the membrane prior to separation of the weld. Each test cut shall be patched by the Applicator at no extra cost to the Owner. 3.7 MEMBRANE FLASHINGS A. All flashings shall be installed concurrently with the roof membrane as the job progresses. No temporary flashings shall be allowed without the prior written approval of the Owner's Representative and Sika Sarnafil. Approval shall only be for specific locations on specific dates. If any water is allowed to enter under the newly completed roofing, the affected area shall be removed and replaced at the Applicator's expense. Flashing shall be adhered to compatible, dry, smooth, and solvent-resistant surfaces. Use caution to ensure adhesive fumes are not drawn into the building. B. Sarnacol Adhesive for Membrane Flashings 1. Over the properly installed and prepared flashing substrate, Sarnacol adhesive shall be applied according to instructions found on the Product Data Sheet. The Sarnacol adhesive shall be applied in smooth, even coats with no gaps, globs or similar inconsistencies. Only an area which can be completely covered in the same day's operations shall be flashed. The bonded sheet shall be pressed firmly in place with a hand roller. 2. No adhesive shall be applied in seam areas that are to be welded. All panels of membrane shall be applied in the same manner, overlapping the edges of the ~"' panels as required by welding techniques. ~. ~~ika Sarnafil's requirements and recommendations and the specifications shall be ~ ~ mellowed. All material submittals shall have been accepted by Sika Sarnafil prior (,~ ~'- ~~ installation. ~ ~ ~~Jhere flashings do not extend a minimum of 8 inches above roofin level --~ ~ ~ Drovide acceptance in writing by the Sika Sarnafil Technical De artment. ~,., °,,,~ c;~~9t11 flashing membranes shall be consistently adhered to substrates. All interior end exterior corners and miters shall be cut and hot-air welded into place. No h+ bitumen shall be in contact with the Sarnafil membrane. 6. All flashing membranes shall be mechanically fastened along the counter-flashed top edge with Sarnastop at 6-8 inches on center. 7. Sarnafil flashings shall be terminated according to Sika Sarnafil recommended details. 3.8 WALKWAY INSTALLATION Sarnatred Walkway Roofing membrane to receive Sarnatred Walkway shall be clean and dry. Place chalk lines on deck sheet to indicate location of Walkway. Apply a continuous coat of Sarnacol 2170 adhesive to the deck sheet and the back of Walkway in accordance with Sika Sarnafil's technical requirements and press SECTION 07541 MECHANICALLY FASTENED THERMOPLASTIC MEMBRANE ROOFING Walkway into place with awater-filled, foam-covered lawn roller. Clean the deck membrane in areas to be welded. Hot-air weld the entire perimeter of the Walkway to the Sarnafil deck sheet. Check all welds with a rounded screwdriver. Re-weld any inconsistencies. Important: Check all existing deck membrane seams that are to be covered by Walkway with rounded screwdriver and reweld any inconsistencies before Walkway installation. 3.9 TEMPORARY WATER CUTOFFS A. Water cutoffs shall be installed to prevent water from flowing beneath the completed roof assembly during inclement weather. B. The roof membrane shall be extended at least 2 feet over the last row of insulation (where applicable) and a continuous layer of water tight sealant applied onto the substrate a minimum of 10 inches from the membrane edge. Mating surfaces must be smooth, clean, and free from any loose foreign material. C. Firmly embed roof membrane into sealant and provide continuous pressure over the length of the cutoff by using sufficient ballast. D. Where applicable, use asphaltic bitumen and strip of roof membrane for tie-off. E. Water cutoff is suggested as follows: 1. Using asphalt roofing cement, apply water cutoffs consisting of two strips of waterproof sheet material at exposed edges of the completed insulation and roofing membrane. Extend the first strip of sheeting 6 inches on top of the applied felts. The second strip shall lap the first strip by 3 inches on each side. Apply the strips to the roof deck, applied felts, and to each other. 2. Withhold roofing cement from the edges of the insulation. 3. When the application of the insulation and roofing system is resumed, cut the strips of sheet material along the vertical edges of the insulation, exposing the edges of the insulation, and remove the cutoff sheets and materials from the deck flutes. 4. Other methods for temporary seal shall be submitted to Engineer. 3.10 FINAL INSPECTION A. Upon completion of the installation, an inspection shall be made by a field technical representative of the membrane manufacturer for issuance of a warranty. Engineer shall be notified 48 hours in advance if possible of the final inspection time for his schedule. Upon completion of the inspection, the Contractor shall submit to the Engineer a written report of the field technical representative's findings. B. Engineer shall also provide a punch list of items that relate to the project. The punch list should be completed within 20 days (weather allowing) after the Contractor receives all punch lists. END OF SECTION 07.541 N Q E:~ ° ~ a~ ^-~ --~ '~ r- '~ °'~ i"r~ ~°'y CJ '~~' .. .- N .~ SECTION 07600 FLASHING AND SHEET METAL INDEX PART I -GENERAL 1.1 DESCRIPTION OF WORK 1.2 SUBMITTALS 1.3 GUARANTEE PART [I -PRODUCTS 2.1 SHEET ME'CAL 2.2 FASTENERS PART I[[ -EXECUTION 3.1 INSPECTION 3.2 PREPARATION 3.3 INSTALLATION 3.4 SHOP OR FIELD FABRICATED METAL 3.5 COPING AND EXPANSION JOINTS 3.6 GRAVEL STOPS, FASCIA, COUNTER-FLASHING 3.7 WORKMANSHIP 3.8 REPAIRING 39 CLEANING N ~~ y, ~, ~ ~.. cam-: ~ ~.~ e.^t -- ~: ~.t E~~ ~ ~ t .. N PART 1-GENERAL 1.1 DESCRIPTION OF WORK A. The types and extent of flashing and sheet metal work includes but is not limited to: 1. Roof edge and counter flashing. 2. Roof penetrations. 3. Gutters and downspouts. 4. Coping Cap 1.2 SUBMITTALS A. Shop Drawings (As requested): 1. Submit shop drawings as requested by Engineer or Owner for gravel stops, gutters and downspouts, and counter flashing. 2. Drawings to show joints, types and locations of fasteners and special shapes. B. Samples (As requested): 1. Show pattern, finish, color and thickness of materials not receiving paint. C. Manufacturer's literature for pre-finished materials, if requested by Engineer. 1.3 GUARANTEE A. Contractor shall guarantee new materials and workmanship against defects or leaks for two years starting on the date of final acceptance by Owner. SECTION 07600 FLASHING AND SHEET METAL B. New pre-finished metal shall have a 20-year warranty against chalking, fading, and rusting. C. Submit all warranties at time of project closeout. PART 2- PRODUCTS 2.1 SHEET METAL A. Galvanized Iron: 1. Flat type min. 1 Ib. per square foot. 2. FS QQ-S-775A, Class 4 rating. B. Prefinished Galvanized Metal: 1. Galvanized 24 ga. with Kynar 500 coating 2. Acceptable Manufacturers a. Vincent Metals - "Colorklad" b. Peterson Aluminum Co. - "Pac-Clad" c. Firestone. - "Una-Clad" d. Approved Equivalent 3. Properties a. Finish face shall have a removable material film for protection during shipping and fabrication and installation. b. Color to match existing color. Provide color sample for new joint caps prior to manufacture. 4. Warranty a. Manufacturer shall provide a written 20 year labor and materials, non-prorated warranty covering chalking, fade, and film integrity. b. Material shall not show a color change greater than 5 NBS color units per ASTM D-2244 or chalking in excess of 8 units per `~' ASTM D-659. If either occurs, during the 20 year period, material cV ~~ c~ ~ shall be replaced under terms of the warranty. 2.~ FA'~I'E~~ S ~ A. ~ I~~~eads and screws for continuous hook strips to be minimum of 3/16 inch. "" B. ~ I~~hers shall be corrosion resistant steel or treated for corrosion resistance. ~-- C. a F~ers for exterior side of metal coping shall be No. 10 (5 mm) galvanized o screws. D. "" All exposed fasteners shall be neoprene washered. PART 3- EXECUTION 3.1 INSPECTION A. Verify that substrates are smooth and clean to the extent needed for sheet metal work. B. Verify that reglets, nails, cants, and blocking to receive sheet metal are installed and free of concrete and dirt. 2 SECTION 07600 FLASHING AND SHEET METAL C. Do not start sheet metal work until conditions are satisfactory for installation. 3.2 PREPARATION A. Before installing sheet metal, verify shapes and dimensions of surface to be covered. N 3.3 INSTALLATION _ A. General: ~ ~ 1. Install work watertight, without waves, warps, buckles,~ni~ strew distortion, allowing for expansion and contraction. ~-.af J ~~- 2. Hem exposed edges. ~ r~-~- 3. Angle bottom edges or exposed vertical surfaces to form- s. 4. Fabricate all items in maximum lengths specified ., pew ind> standards. Joints shall be held to a minimum. No sectian of vide sheet metal shall be longer than 10 feet. ~~ B. Install sealant at joint locations by applying minimum 1/4 inch diameter bead, centered on full length of joint. C. Install flashing and sheet metal to comply with Architectural Sheet Metal Manual, Sheet Metal and Air Conditioning Contractor's National Association, Inc. As a maximum, the following fastening requirements with approved fasteners will be met l . Metal flanges at top of wall perimeter a. Attach at 3" on center staggered b. Minimum width 3 3/4°, maximum 4 i/4°, recessed I/2° from interior nailer edge 2. Exterior wall continuous clip: 24" on center, length of clip not to exceed 12 feet. a. Fasten clip to the bottom piece of wood blocking. Do not fasten into joints of wood blocking. Minimum distance for vertical leg of clip to be 3". b. Clip shall be minimum one gauge heavier than fascia or cap. c. Bottom edge of clip shall extend a minimum of 1-1 /2 inches below bottom edge of blocking or surface that clip is attached to. Minimum length of bent clip leg shall be s/8". Maximum angle from the vertical face to be 30°. 3. Metal sections for exterior wall fascia and gravel stops should be secured on the flange with two nails through slotted holes for expansion and contraction. Nail heads should be somewhat larger than the slotted holes. 4. New counter-flashing attached to existing through wall counterflashing: 18" on center. 5. Surface mounted counter-flashing: 24 on center 6. Expansion joint cap and coping caps: 24" on center (for interior side of copings). 3 SECTION 07600 FLASHING AND SHEET METAL 7. Decrease distance to meet FM I-60 or per FM Loss Prevention Data Sheet 1-49 design requirements or to prevent any gaps on top edge of metal. D. Fastener Installation 1. Screws shall penetrate substrate a minimum of 1 inch. 2. Nails shall penetrate substrate a minimum of 1-1 /4 inch. F. Pre-finished Metal Installation 1. All metal corners shall be lapped a minimum of 3 inches with adjoining faces connected and set in sealant. 2. Use touch up paint and fasteners that match color of metal. 3. Remove pre-finished coating by mechanical method if soldering required 4. Fabricate and install with strippable film in place. 5. Remove strippable film immediately after installation complete. Extended exposure of film to sunlight may damage pre-finished coating. 3.4 SHOP OR FIELD FABRICATED METAL A. Fabrication shall be in accordance with SMACNA and acceptable sheet metal practice. B. All accessories or other items essential to the completeness of the normal sheet metal installation, whether specifically specified or not, shall be provided and installed as required. 3.5 COPING AND EXPANSION JOINT CAPS A. Provide positive drainage from all coping caps i~lstalled. B. Joints for metal coping shall utilize a minimum of 4" lap between sections. Place sealant approximately 1 inch from the edges of each metal section. Allow for expansion and contraction of the metal. 3.6 GRAVEL STOPS, FASCIA, COUNTER-FLASHING A. See the drawings for particular requirements. B. Install gravel stops and fascia sections with 1/4" opening between sections. Install 6" cover-plate formed to the profile of the metal. Place sealant approximately 1 inch from the edges of each metal section. Nail the plate through the opening between the sections and loose lock the plate to the exterior wall side to the drip edge. D. Counter-flashing sections shall be lapped a minimum of 2 inches. 3.7 WORKMANSHIP A. r- Work shall be accurately formed to sizes, shapes and dimensions indicated and Ndetail~d. ~'All~les and lines shall be in true alignment. ~ Al~~rk shall be straight, sharp and erected plumb and level in proper plane r„, wit bulges or waves. ~... N %~- c:a oc --.~ Q v~ o O o "" 4 N SECTION 07600 FLASHING AND SHEET METAL 3.8 REPAIRING A. Repair or replace any damaged work due to construction operation with new work. B. Any installation deemed as poor workmanship shall be removed and replaced or corrected to satisfaction of Owner and Engineer. 3.9 CLEANING A. Leave work clean and tree of stains, scraps and debris. B. Any construction materials that are on any new or existing exposed sheet metal shall be removed or the metal removed and replaced. END OF SECTION 07600 N G:9 ~ O ~ ~ 1 ---i~~ .-.. ~ ~~ "U ~q 1 ~ ' _ r~~ -•-, ~ t~ - --:.~•~ W Y ~" N 5 SECTION 07900 SEALANTS INDEX PARTI-GENERAL l .l WORK OF THIS SECTION 1.2 REFERENCE 1.3 SUBMITTALS 1.4 DELIVERY AND STORAGE 1.5 WARRANTY N ~' PART I[ -PRODUCTS ~~ 0 ~ 2.1 MATERIAL c-~-•: ~ ~"'° --; ~ ~ PART III -EXECUTION ` ~'~ ~ 3.1 APPLICATION ° :~-~_ U? .- N .~" PARTI-GENERAL 1.1 WORK OF THIS SECTION A. Sealants 1.2 REFERENCE A. ASTM C920 Standard Specification for El astomeric Joint Sealants B. ASTM C1193 Standard Guide for Use of El astomeric Joint Sealants 1.3 SUBMITTALS A. Samples, if requested by Engineer: 1. Submit samples of full range of colors of each type sealant for selection. B. Product data, if requested by Engineer: 1. Submit manufacturer's descriptive literature for each material. C. Location identification, as requested by Engineer: 1. Submit list of locations for each type of material 1.4 DELIVERY & STORAGE A. Deliver materials to job site in the manufacturer's original containers. Containers shall contain following information 1. Name of supplier and material 2. Specification number or formula, lot number 3. Instructions for mixing, application, curing time and storage 4. Shelf life B. Store and install backer and sealant tape to prevent deformation of the material. SECTION 07900 SEALANTS 1.5 WARRANTY A. Contractor shall provide a two year maintenance warranty on all labor and materials furnished under this specification. The warranty will be delivered to the Owner prior to time of project close out. Warranty work performed during two year period shall be at no cost to Owner or Engineer. B. Defective work covered by the warranty shall include 1. Moisture infiltration through sealant 2. Hardening and cracking of sealant 3. Crumbling, melting or shrinkage of sealant 4. Excess flow or staining of adjacent building components PART II -PRODUCTS 2.1 MATERIAL A. Polyurethane, One-Component Sealant (typical exterior use for roof related flashing): 1. Sealant shall meet or exceed the requirements of ASTM C920. 2. Approved manufacturers: a. Mameco " Vulkem" b. SONNEBORN "NP 1 " c. Approved equivalent 3. Properties :Withstand movement to 25% extension and 25% compression. Gun-grade, non-sagging B. Primer : As recommended by sealant manufacturer. C. Color : Submit color selection to Owner and Consultant for verification of color. PART III -EXECUTION 3.1 APPLICATION A. General: Follow requirements of ASTM C 1193 1. No sealant shall be applied on damp, wet or frosty surfaces. Apply only when temperature is between 40°F and 80°F. r- 2. Where the possibility of primer or sealant staining of adjacent areas or cv ~-~° ~~,~.° materials exists, joints shall be masked prior to application. Masking tape `~ ~' ~° shall not be removed before joints have been tooled and initial cure of ate.. ~,= sealant has taken place. Work stained due to failure of proper masking *... ter" precautions will not be accepted. N C.3 ~..o.B• ~ C~~g: ~mc 1.U~ Painted surfaces: Follow manufacturers recommended cleaning procedures o ° prior to primer or sealant application. N 2. Metals, unpainted: a. Galvanized steel: Clean and degrease with xylene or toluene. C. Back-up Material 1. Verify the compatibility of back-up material with sealant before installation. 2. Use back-up material `/~" wider than width of joint so that sufficient pressure is exerted by material to provide substantial resistance to displacement. 2 SECTION 07900 SEALANTS D. Release Agent I. Provide release agent or bond-breaker strip in joint to be sealed on top of back-up material to prevent adhesion of sealant to the back-up material per manufacturer's recommendations. E. Sealant Application: 1. Apply materials in accordance with the manufacturer's recommendations. Take care to produce beads of proper width and depth; to tool as recommended by the manufacturer, and to immediately remove surplus sealant. 2. Apply materials only within manufacturer's specified application life period. If inspection indicates that application life is expired or if the prescribed application period has elapsed, remainder of sealant shall be discarded. 3. On all metal laps, embed laps fully into sealant F. Sealant applications include but are not limited to the following: 1. Expansion and control joint covers (interior and exterior) 2. Counter flashing joints 3. Joints for metal edge 4. All open joints or holes to seal building from the weather 5. All exposed fasteners. G. Clean Up: Any adjacent surface to sealant material that is smeared or has excess material on, shall be cleaned by the Contractor at no additional cost to the Owner. END OF SECTION 07900 N C~ i~ _ ~" ~ ~ ~. rV J ~ ~ g -yry C...) .-- ~' N 3 NOTICE OF PUBLIC HEARING ON PLANS, SPECIFICATIONS, FORM OF CONTRACT AND ESTIMATED COST FOR SENIOR CENTER BUILDING ENVELOPE ROOF REPAIRS MEMBRANE REPLACEMENT PROJECT IN THE CITY OF IOWA CITY, IOWA TO ALL TAXPAYERS OF THE CITY OF IOWA CITY, IOWA, AND TO OTHER INTERESTED PERSONS: Public notice is hereby given that the City Council of the City of Iowa City, Iowa, will conduct a public hearing on plans, specifications, form of contract and estimated cost for the construction of the Senior Center Building Envelope Roof Repairs Membrane Replacement Project in said City at 7:00 p.m. on the 10"' day of May, 2010, said meeting to be held in the Emma J. Harvat Hall in City Hall in said City, or if said meeting is cancelled, at the next meeting of the City Council thereafter as posted by the City Clerk. Said plans, specifications, form of contract and estimated cost are now on file in the office of the City Clerk in City Hall in Iowa City, Iowa, and may be inspected by any interested persons. Any interested persons may appear at said meeting of the City Council for the purpose of making objections to and comments concerning said plans, specifications, contract or the cost of making said improvement. This notice is given by order of the City Council of the City of Iowa City, Iowa and as provided by law. MARIAN K. KARR, CITY CLERK pweng \nph\SeniorCenterRoof.doc 4/10 t'r~ 5e 6 Prepared by: Kumi Morris, Engineering Division, 410 E. Washington St., Iowa City, IA 52240, (319)356-5044 RESOLUTION NO. ~ n-i 2h RESOLUTION SETTING A PUBLIC HEARING ON MAY 10, 2010 ON PLANS, SPECIFICATIONS, FORM OF CONTRACT, AND ESTIMATE OF COST FOR THE CONSTRUCTION OF THE SENIOR CENTER BUILDING ENVELOPE ROOF REPAIRS AND MEMBRANE REPLACEMENT PROJECT, DIRECTING CITY CLERK TO PUBLISH NOTICE OF SAID HEARING, AND DIRECTING THE CITY ENGINEER TO PLACE SAID PLANS ON FILE FOR PUBLIC INSPECTION. BE IT RESOLVED BY THE COUNCIL OF THE CITY OF IOWA CITY, IOWA: That a public hearing on the plans, specifications, form of contract, and estimate of cost for the construction of the above-mentioned project is to be held on the 10th day of May, 2010, at 7:00 p.m. in the Emma J. Harvat Hall, City Hall, Iowa City, Iowa, or if said meeting is cancelled, at the next meeting of the City Council thereafter as posted by the City Clerk. That the City Clerk is hereby authorized and directed to publish notice of the public hearing for the above-named project in a newspaper published at least once weekly and having a general circulation in the City, not less than four (4) nor more than twenty (20) days before said hearing. 3. That the copy of the plans, specifications, form of contract, and estimate of cost for the construction of the above-named project is hereby ordered placed on file by the City Engineer in the office of the City Clerk for public inspection. Passed and approved this 27th day of April , 2010 ~^~ ~Q~` MAYOR ATTEST: CIT ~ELERK Approved by City Attorney's Office ~~zd ~io pwengYes~SeniorCenterRoof-setph. doc 4/10 Resolution No. 10-126 Page 2 It was moved by Champion and seconded by Wilburn the Resolution be adopted, and upon roll call there were: AYES: NAYS: ABSENT: x ~_ ~_ ~_ _~_ .~._ x Bailey Champion Dickens Hayek Mims Wilburn Wright wpdata/glossary/resolution-ic.doc ~- ~ 05-10-10 1 `~'~ 12 b Prepared by: Kumi Morris, Public Works, 410 E. Washington St., Iowa City, IA 52240 (319) 356-5044 RESOLUTION NO. 10-263 RESOLUTION APPROVING PLANS, SPECIFICATIONS, FORM OF CON- TRACT, AND ESTIMATE OF COST FOR THE CONSTRUCTION OF THE SENIOR CENTER BUILDING ENVELOPE ROOF REPAIRS AND MEMBRANE REPLACEMENT PROJECT, ESTABLISHING AMOUNT OF BID SECURITY TO ACCOMPANY EACH BID, DIRECTING CITY CLERK TO PUBLISH NOTICE TO BIDDERS, AND FIXING TIME AND PLACE FOR RECEIPT OF BIDS. WHEREAS, notice of public hearing on the plans, specifications, form of contract and estimate of cost for the above-named project was published as required by law, and the hearing thereon held. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF IOWA CITY, IOWA THAT: 1. The plans, specifications, form of contract and estimate of cost for the above-named project are hereby approved. 2. The amount of bid security to accompany each bid for the construction of the above- named project shall be in the amount of 10% (ten percent) of bid payable to Treasurer, City of Iowa City, Iowa. 3. The City Clerk is hereby authorized and directed to publish notice, not less than 4 and not more than 45 days before the date for filing the bids, for the receipt of bids for the construction of the above-named project in a newspaper published at least once weekly and having a general circulation in the city. 4. Sealed bids for the above-named project are to be received by the City of Iowa City, Iowa, at the Office of the City Clerk, at the City Hall, before 2:00 p.m. on the 10th day of June, 2010. At that time, the bids will be opened by the City Engineer or his designee, and thereupon referred to the City Council of the City of Iowa City, Iowa, for action upon said bids at its next regular meetin~, to be held at the Emma J. Harvat Hall, City Hall, Iowa City, Iowa, at 7:00 p.m. on the 15t day of June, 2010, or at a special meeting called for that purpose. Passed and approved this 10th day of May , 20 10 !~- ~'Cl MAYOR Approved by ATTEST: ~ ~~`' CITY ERK City Attorney's Office c~ Z-gl~o pweng\res/SeniorCtrRoof-appp&s.doc 4/10 Resolution No. 10-263 Page 2 It was moved by Mims and seconded by wr~,ght -the Resolution be adopted, and upon roll call there were: AYES: x ~_ ~_ x x x x wpdata/glossarylresolution-ic. doc NAYS: ABSENT: Bailey Champion Dickens Hayek Mims Wilburn Wright Printer's Fee $ I~•i ~t CERTIFICATE OF PUBLICATION STATE OF IOWA, JOHNSON COUNTY, SS: THE IOWA CITY PRE55-CITIZEN FED. ID # 42-0330670 I, R06~E(~ ~i.J LtK'rZ being duly sworn, say that I am the legal clerk of the IOWA CITY PRESS-CITIZEN, a newspaper published in said county, and that a notice, a printed copy of which is hereto attached, was published in said paper 1 ,time(s), on the following date(s): M ~~ 3 . ~.oto Legal CI k Subscribed and savor o before me this ~-.~ day of A.D. 20 ff tary Public ,~.++~ LINDA KROTZ ~~ Commission Number 73281 My Commission Expires °"" , ~,ianuary 27, 2011 OFFICIAL PUBLICATION NOTICE OF PUBLIC HEARING ON PLANS, SPECIFICATIONS, FORM OF CONTRACT AND ESTI- MATED COST FOR SENIOR CEN- TER BUILDING ENVELOPE ROOF REPAIRS MEMBRANE REPLACEMENT PROJECT IN THE CITY OF IOWA CITY, IOWA TO ALL TAXPAYERS OF THE CITY OF IOWA CITY, IOWA, AND TO OTHER INTERESTED PERSONS: Public notice is hereby given that the City Council of the City of Iowa City, Iowa, will conduct a public hearing on plans, specifications, form of contract and estimated cost for the construction of the Senior Center Building Envelope Roof Repairs Membrane Replacement Project in said City at 7:00 p.m. on the 10th day of May, 2010, said meeting to be held in the Emma J. Harvat Hall in City Hall in said City, or if said meeting is cancelled, at the next meeting of the City Council thereafter as posted by the City Clerk. Said plans, specifications, form of contract and estimated cost are now on file in the office of the City Clerk in City Hall in Iowa City, Iowa, and may be inspected by any inter- ested persons. Any interested persons may appear at said meeting of the City Council for the purpose of making objec- tions to and comments concerning said plans, specifica-tions, contract or the cost of making said improve- ment. This notice is given by order of the City Council of the City of Iowa City, Iowa and as provided by law. MARIAN K. KARR, CITY CLERK 80385 May 3, 2010 Printer's Fee $ lion' , (,o ~ CERTIFICATE OF PUBLICATION ST,~TE OF IOWA, t: `` -JOHNSON COUNTY, SS: T~3E IOWA CITY PRESS-CITIZEN FED. ID # 42-0330670 I, ~ n CrE2 St,cJ T' Z.. ~iai~Be~i~, being duly sworn, say that I am, the legal~'clerk of the IOWA CITY PRE55-CITIZEN, a newspaper published in said• county, and that a notice, ~a printed copy of which is hereto attached, was published in said ~. paper ~ ` .time(s), o~n the following date(s): ,44a~~~ ~ n -D Legal Cl Subscribed and sworn efore me this ~~ day of A.D. 20 l0 Public ~pi.cd LINDA KROTZ o ~ Commission Number 732619 ~' ' •~ My.Commission Expires ~- Janua 27,2011 OFFICIAL PUBLICATION NOTICE TO BIDDERS SENIOR CENTER BUILDING ENVELOPE ROOF REPAIRS MEMBRANE REPLACEMENT PROJECT Sealed proposals will be received by the City Clerk of the City of Iowa City, Iowa, until 2:00 P.M. on the 10th day of June, 2010. Sealed pro- posals will be opened immedi-ately thereafter by the City Engineer or designee. Bids sub-miffed by fax machine shall not be deemed a "sealed bid" for purposes of this Project. Proposals received after this deadline will be returned to the bidder unopened. Proposals will be acted upon by the City Council at a meeting to be held in the Emma J. Harvat Hall at 7:00 P.M. on the 15th day of June, 2010, or at a special meeting called for that purpose. The Project will involve the follow- ing: Removing and replacing roof mem- brane on the Senior Center. The work will also involve masonry repairs and cleaning coping caps, balustrades and brick masonry on parapet walls. The project will require the provision and installa- tion of new roof deck insulation and 60 mil adhered PVC membrane. The contractor will be responsible for providing support for associated plumbing and electrical work. A pre-bid meeting will be held on the 25th of May at 10:30 a.m. in Room 208 at the Senior Center located at 28 South Linn Street. Ramp parking is available to the north of the facility, and limited metered parking is available neigh- boring the building. All work is to be done in strict com- pliance with the plans and specifi- cations prepared by VJ Engineering, of Coralville, Iowa, which have heretofore been approved by the City Council, and are on file for public examination in the Office of the City Clerk. Each proposal shall be completed on a form furnished by the City and must be accompanied in a sealed envelope, separate from the one containing the proposal, by a bid bond executed by a corporation authorized to contract as a surety in the State of Iowa, in the sum of 10% of the bid. The bid security shall be made payable to the TREASURER OF THE CITY OF IOWA CITY, IOWA, and shall be forfeited to the City of Iowa City in the event the successful bidder fails to enter into a contract within ten (10) calendar days of the City Council's award of the contract and post bond satisfac- tory to the City ensuring the faithful performance of the contract and mainte-Hance of said Project, if required, pursuant to the provisions of this notice and the other contract documents. Bid bonds of the lowest two or more bidders may be retained for a period of not to exceed fifteen(16~ bafeintleP~~deys-:- fiollovving award of the contract, or until rejection is made. Other bid bonds will be returned after the can- vass and tabulation of bids is com- pleted and reported to the City Council. The successful bidder will be required to furnish a bond in en amount equal to one hundred per- cent (100 %) of the contract price, said bond to be issued by a respon- sible surety approved by the City, and shall guarantee the prompt payment of all materials and labor, and also protect and save harmless the City from all claims and dam- ages of any kind caused directly or indirectly by the operation of the contract, and shall also guarantee the maintenance of the improve- ment for a period of two (2) year(s) from and after its completion and formal acceptance by the City The following limitations shall apply to this Project: Specified Start Date: June 21, 2010 End Date: October 29, 2010 Liquidated Damages: $250.00 per day The plans, specifications and pro- posed contract documents may be examined at the office of the City Clerk. Copies of said plans and specifications and form of proposal blanks may be secured at the Office of VJ Engineering, 2570 Holiday Road, Coralville, Iowa, 319-338- 4939, by bona fide bidders. A $30.00 non-refundable fee is required for each set of plans and specifications provided to bidders or other interested persons. The fee shall be in the form of a check, made payable to VJ Engineering. Prospective bidders are advised that the City of Iowa City desires to employ minority contractors and subcontractors on City projects. A listing of minority contractors can be obtained from the Iowa Department of Economic Development at (515) 242-4721 and the Iowa Department of Transportation Contracts Office at (515) 239-1422. Bidders shall list on the Form of Proposal the names of persons, firms, companies or other parties with whom the bidder intends to subcontract. This list shall include the type of work and approximate subcontract amount(s). The Contractor awarded the con- tract shall submit a list on the Form of Agreement of the proposed sub- contractors, together with quanti- ties, unit prices and extended dollar amounts. By virtue of statutory authority, preference must be given to prod- ucts and provisions grown and coal produced within the State of Iowa, and to Iowa domestic labor, to the extent lawfully required under Iowa Statutes. The Iowa reciprocal resi- dent bidder preference law applies to this Project. The City reserves the right to reject any or all proposals, and also reserves the right to waive techni- calities and irregularities. Published upon order of the City Council of Iowa City, Iowa. MARIAN K. KARR, CITY CLERK 80418 May 14, 2010 ~~Q~ Prepared by: Kumi Morris, Engineering Division, 410 E. Washington St., Iowa City, IA 52240 (319)356-5044 RESOLUTION NO. 10-32 t RESOLUTION AWARDING CONTRACT AND AUTHORIZING THE MAYOR TO SIGN AND THE CITY CLERK TO ATTEST A CONTRACT FOR CONSTRUCTION OF THE SENIOR CENTER BUILDING ENVELOPE ROOF REPAIRS AND MEMBRANE REPLACEMENT PROJECT 2010. WHEREAS, Jim Giese Commercial Roofing, Inc. of Dubuque, Iowa has submitted the lowest responsible bid of $122,800.00 for construction of the above-named project. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF IOWA CITY, IOWA, THAT: 1. The contract for the construction of the above-named project is hereby awarded to Jim Giese, Commercial Roofing, Inc., subject to the condition that awardee secure adequate performance and payment bond, insurance certificates, and contract compliance program statements. 2. The Mayor is hereby authorized to sign and the City Clerk to attest the contract for construction of the above-named project, subject to the condition that awardee secure adequate performance and payment bond, insurance certificates, and contract compliance program statements. 3. The Senior Center Coordinator is authorized to execute change orders as they may become necessary in the construction of the above-named project. Passed and approved this ~ 5th day of June , 2010 /~.- .~1 MAYOR ATTEST: gtG,~iirJ - L CITY ERK It was moved by Mims adopted, and upon roll call there were: AYES: X ~_ X x X x ~~3~ Approved by ~~ "~~/0 City Attorney's Office and seconded by Champion the Resolution be NAYS: ABSENT: Bailey Champion Dickens Hayek Mims Wilburn Wright pweng\res\Sen io rCtrR oof-awrdcon. doc 6/10 ~raJ 5f 4 Prepared by: Kumi Morris, 410 E. Washington St., Iowa City, IA 52240 (319) 356-5044 RESOLUTION NO. 11-7 RESOLUTION ACCEPTING THE WORK FOR THE SENIOR CENTER BUILDING ENVELOPE REPAIRS AND ROOF MEMBRANE REPLACEMENT PROJECT WHEREAS, the Engineering Division has recommended that the work for construction of the Senior Center Building envelope repairs and roof membrane replacement project, as included in a contract between the City of Iowa City and Jim Giese Commercial Roofing, Inc. of Dubuque, Iowa, be accepted; and WHEREAS, the Engineer's Report and the performance and payment bond have.been filed in the City Clerk's office; and WHEREAS, the final contract price is $139,403. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF IOWA CITY, IOWA, THAT said improvements are hereby accepted by the City of Iowa City, Iowa. Passed and approved this loth day of January , 20~_ /J~~it Sct MAYOR Approved by ATTEST: K - ~~~ ~ ua-rwvcs~ ~ CITY CLERK City Attorney's Office ~ ~ ~/o It was moved by .champion and seconded by Mime the Resolution be adopted, and upon roll call there were: AYES: NAYS: ABSENT: _~_ x X ~- x x Bailey Champion Dickens Hayek Mims Wilburn X Wright Pweng/reslsrctr env-roof-acptwork.doc 12/10 Page 1 of 1 Marian Karr From: Kumi Morris Sent: Thursday, January 20, 2011 3:08 PM To: Marian Karr Subject: Senior Center Building Envelope Roof Repairs and Membrane Replacement Project Attachments: Performance bond SC Building Envelope Roof Repairs Jim Giese Commercial Roofing.pdf; Transmittal and fully signed agreement with Jim Giese Roofing for SC Roof July 2010.pdf; Warranty Documents for Senior Center Building Envelope Roof Repairs and Membrane Replacement Project 12 31 2010.pdf Marian, Attached are the documents for the project that was recently accepted by City Council on January 20, 2011. Thanks, Kumi Kumi Morris Architectural Services Coordinator Engineering Division, City of Iowa City 319.356.5044 319.356.5007 fax kumi-morris@iowa-cites 1 /20/2011 .. p~E'~~'~f~NIANCE AiND .PAYMENT $OND Jim Giese Coir~rnerciat:Roofing, Inc: ("Contractor"), of"10410 5ilverwood Drive, 17ubuque, Iowa 52003, as Principal; hereinafter called the Contracforand Merchants Bonding Company (inserf:ff~e:le;~al: fide isf:the: Surety}. 2100 Fleur Drive, Des Moines, IA 50321-1 1 58 ; _as surety, hereinat#er ~al)e..cl _.. the 5ur,.ety, are helr~ :arid :tti-ml~+ ~atmd. unto tlaeCity iif -le~r~ ~iEy, fovea; .~~ ~obli~ee; heresmafte'r called ie_~.wnef,, in_the armottrit~cif. one hundred and twenty two thousand, e~ht hundred.Doilars (~ 1? ,f;00.00 ) .for th'e payment for v-thich Contractor and Surr~ `hereby bind #hernselves, xhefr heirs:, executors, admiriistrators, ~uceessors and assigns, joiner ~- ~,. anct 5everaily': ~ ~ Z ~ ~~ ~ ~ ~ ~1~VHEREAa, ~Contraotot~fi~"s., as if :lurie; l6!' ~; 2U10 ieritarad ;intp a ~~. o ~ Z .(da~e~ w ai.• written ~Agreerrrent wifh ,Ovitridi" for: terilrsr Caritef Builitirlg Ftvefape Raof Repairs acid Membra~ Replacement :F'raject; 'and. UVMERI=FIS, the Agreernerit requires. execution of this Pe~formarrce and Payment Bond, to be combfeted by C~o'ritracfor, ;in accoraaiice with plans aril speci~cati'or§ .pre.pared bjr' ' UJ' ~naineerina , whic)~-Agreem...ent is byr Feferen.~. made ~ part ~sreo~,~:~nd ohs agreed-#~~cari uvork is f~ereafterr~eferrecl't~---asth~'Rraject; .. _,: IVOW; '7"H~Ft~.FfJRE~; THE t/~G.N~ITIQNS 'C?F ~'Ht~ ~B!<.IGP+TfaN :~r~ aucfi: ll~at; t~ Contractor sl7allpromptly' ancf ~~fafthfully~per`orm said a4~reamerit; tHen the obligation of Mils bond shall be:null arld`vnfd;-othe~rv~'i5~ i# sfialf remain in full'force and effect.until satisfaEtory completion . of'tlie Project. A. `The Surety hereby waives :notice. of ariy ;alteration sir extension of #irne made by the ::Owner.. B. Illlhariever Contractor s#iall..be, anel ls: declared by :Owner to '~, ir) ~rJefalilt uncfe,r the Agreement, the fawner Navin, g ~parFormed' Otuvner s obllgafions tlaereuneter, the 5urefjf may :'promptly remedy the default, or:shall promptly: 1. Coriapiete the Project in accordance with the #erms anti conditions of the Agreement; or ~. Obtain ~a :f~id or :bids; fii~ submission to. Owner for completing the- .Protect- in _... , accurcta,nc~•:'civith.th>r rtetiti's;and oon~itiQns of'~the ~greemerit; dnd upori.~detr~rrriitia= Lion .bji°~C3vririef i~na ~Si#r~ty of ~fhe lowest; respon~fb% bidder; aFrange for ~ contract ... .. .. _ • between :such b~d~ler`and Oiiv3ler; Arid nia3~e availafile; as work progkesses (even though there may be a default or a succession of defaults under the Agreement or subsequent contracts of completion arranged under this paragraph), sufficient fiwnds~ tQ °~~y the cost of cvm.ptetott; -less the belance of the ~orttract:Price, but not $xceedirig: the amaiant set faith iri tl~e ~Frst'paragrapn iefecifi:~ Th'e te~rri '~islance .of . _ _.._ the Coritrect ~C~~'-r' :as: used in this paragraph, shall mea:ri the total :amount payable by +Owr?ex`to: Canfractor under fhe Agreement, :together with any addenda endFar eme[tdrpe~rts thereto, less the amount properly paid by twuner to Contractor: C. T>~e Gonttactor and Contractor's Surety :shall fie. ol;ligate# to keep :the improi+ernants :... , ere from. ttre ;d~fe af`formal co~tared bpi this :bpnti iri ~oQd repa~rfv~ ~s per>.oci :bf ;one (1} ~ :.:....._~ .:.. ` . , ' ~ : . ~cde{ifance ~of-the. ir~Pivvei'nents: Cjr~the~ Duvriei~:: :D.: No i`ght ~f ;ac~ori: sheT[ ~~enae'to :or for the use of`~any person,. oolporation pr third party other than 'the: Owner named herein. or the heirs, executors; adrrtinlstrators or successors of Owner. IT IS~A_FURT'H~R t/ONDIT,IC7N OF THl.S Ul3L{~ATIDFV ghat the... rir}cipal an;_ ure=y,, in .accordance w~h- proraisions .of :Ghaptei• 57'3, ~Gode of .I.owa, s11:a11 p.ay'to al! persons,, firms flr coTporafons having. aontraots; dlrse~_y with the: Rri~ir~ipal, ;irrctading eny ;of l~;rincipal's subo~ontrac- .. tars, ali clair`rts dine them for laliar ~pertori~iied or m'atetials ftirriished in thee. pe€farriance of the ,P~greement for wYrose benefit this,bond is;.gven. The:pra~risians of chapter 573, Ca`da of IQwa, are ;a partof fhis bond to t;he same extent as if it were expcessiy set Qut herein. S`i~~NED ANR ;~.F=PiL~D THIS . 2nd ~A'Y ~?F u ., 2l3~_. lN'TH~:RRE'SENCE ~F: ~~Q~ „ UVitness 1 VV[tness o.. A N .~4 N W ° ©~ a w a ~'~ ~ ~ c•.+ m Giese Co~im~i'al_Roofing Inc ~h?S%Qrel~`~" . ~4 ~:~ Title) Attorney-in-Fact 500 Iowa St. _ (Street} Dubu ue IA 520A1 ,. ... 563-556-5441 Ext. 1416 . ~ ::(Phone). MERCHANT BONDING COMPANY POWER OF ATTORNEY Know Afl Persons By These Presents, that the MERCHANTS BONDING COMPANY (MUTUAL), a corporation duly organized under the laws of the State of Iowa, and having its principal office in the City of Des Moines, County of Polk, State of Iowa, hath made, constituted and appointed, and does by these presents make, constitute and appoint Diana K Hedrick '- of Dubuque and State of and authority hereby wnferred in its name, place and stead and all bonds, undertakings, recognizances or other written instrument shall not exceed the amount of: ~' Z ~ Z n a It"V IOR'A its true and lawful Attorr~ ~~q~' Fa4~ wit ~e ver to sign, execute, acknowledge and deliver7h bed as ny obligations in the nature thereof, subject to tit~NFnitai~ that an ch i N ONE MILLION (SI,000,000.00) DOLLARS and to bind the MERCHANTS BONDING COMPANY {MUTUAL) thereby as fully and to the same extent as ff such bon undertaking was signed by the duly authorized officers of the MERCHANTS BONDING COMPANY (MUTUAL), and all the acts of said Attorney-in-Fact, pursuant to the authority herein given, are hereby ratified and confirmed. This Power-of-Attorney is made and executed pursuant to and by authority of the following Amended Substituted and Restated By- laws adopted by the Board of Directors of the MERCHANTS BONDING COMPANY (MUTUAL) on November t6, 2002. ARTICLE II, SECTION 8 -The Chairman of the Board or President or any Vice President or Secretary shall have power and authority to appoint Attorneys-in-Fact, and to authorize them to execute on behalf of the Company, and attach the Seal of the Company thereto, bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof. ARTICLE II, SECTION 9 -The signature of any authorized officer and the Seal of the Company may be affixed by facsimile to any Power of Attorney or Certification thereof authorizing the execution and delivery of any bond, undertaking, recognizance, or other suretyship obligations of the Company, and such signature and seal when so used shall have the same force and effect as though manually fixed. In Witness Whereof, MERCHANTS BONDING COMPANY (MUTUAL) has posed these presents to be signed by its President and its corporate seal to be hereto affixed, this 28th day of July 2009 STATE OF IOWA COUNTY OF POLK ss. .•---•. . ~~\N~ . C0~•• ~O •o~POR. ~o,~. -o- '~~ ~:3• d' 1933 • e' y • •Cli. '.vd~~.. ~ .. •l~a.: MERCHANTS BONDING COMPANY (MUTUAL} By ~~ President On this 28th day of July ~ 2009 .before me appeared Larry Taylor, to me personally known, who being by me duly sworn did say that he is President of the MERCHANTS BONDING COMPANY (MUTUAL), the corporation desuibed in the foregoing instrument, and that the Seat affuced to the said instrument is the Corporate Seal of the said Corporation and that the said instrument was signed and sealed in behalf of said Corporation by authority of its Board of Directors. In Testimony Whereof, I have hereunto set my hand and affixed my Official Seal at the City of Des Moines, Iowa, the day and year first above written. • CINDY SMYTH Cry. ~f Nurti~er'173~1t ~i 'I~ v 6+ Notary Publk, Potk County, Iowa STATE OF IOWA COUNTY OF POLK ss. t, William Warner, Jr., Secretary of the MERCHANTS BONDING COMPANY (MUTUAL), do hereby certify that the above and foregoing is a true and correct copy of the POWER-OF-ATTORNEY executed by said MERCHANTS BONDING COMPANY (MUTUAL), which is still in full force and e[fed and has not been amended or revoked. In Witness Whereof, I have hereunto set my hand and affixed the seal of the Company on this 2nd day of July 2010 , . • • • • • • A• ;~o.oRPOy •.9' :ry-.'2 -o- d~ y 1933 ~ c: • ~~1r. .~od~~ ,L~a. . POA 0005 (1109) ~` ~iC^Gc/ Gs~I,~Z~U'/ Secretary TRANSMITTAL LETTER -z.,s..~_.__ CITY OF IOWA CITY 410 E. Washington Street Iowa City, IA 52240 - PROJECT: Senior Center Building Envelope Roof Repairs and Membrane Replacement Project TO: Ms.Mary Swanson and Mr. Mike Cota Jim Giese Commercial Roofing, Inc. 4 Lincoln Avenue Eldridge, IA 52248 ATTN: Ms.Mary Swanson and Mr. Mike Cota: WE TRANSMIT: (X) herewith ( )under separate cover via ( ) in accordance with your request FOR YOUR: { )approval ( }review & comment ( )use THE FOLLOWING: ( ) drawingslplans ( )specifications ( )change order w 0 ... o Z ~ L Z o~ n 1'V ~ ~O Q~ ~ ~ ~ ~ ~ Q lp .} J _ E~ (X) distribution to parties {X) record { )other ( )shop drawing prints ( )shop drawing reproducibles ( )product literature/samples ( )field instructions (X) agreement (X) other see below COPIES DATE SENT DESCRIPTION 1 Jul 22, 2010 Construction Agreement 1 Jul 22, 2010 Iowa Sales Tax Exemption Certificates Remarks: Ms.Mary Swanson and Mr. Mike Cota: I have attached a copy of the construction agreement signed by all parties and the Iowa Sales Tax Exemption Certificates. We look forward to working with you. Respectfully, Kumi Morris E-mail copy To: 1. Linda Kopping, Senior Center 2. Craig Buhman, Senior Center 3. Corbin Bailey, Senior Center 4. Darrell Smith, VJ Engineering { )information (X) signature & return Transmittal Date: July 22, 2010 Contract Date: June 15, 2010 Resolution No.: 10-321 awarding contract 6/l S/10 Giese Commercial Roofing fully signed Agreement 07 20 FORM OF AGREEMENT THIS AGREEMENT is made and entered into by and between the City of Iowa City, Iowa {"City"), and Jim Giese Commercial Roofing, Inc. ("Contractor"}, of 10410 Silverwood Drive, Dubuque, Iowa 52003. Whereas the City has prepared certain plans, specifications, proposal and bid documents dated the 27~' of April, 2010, for the Senior Center Building Envelope Roof Repairs and Membrane Replacement Project {"Project"), and Whereat, said plans, specifications, proposal and bid documents accurately and fully describe the terms and conditions upon which the Contractor is willing to perform the Project. NOW, THEREFORE, IT IS AGREED: 1. The City hereby accepts the attached proposal and bid documents of the Contractor for the Project, and for the sums fisted therein. 2. This Agreement consists of the following component parts which are incorporated herein by reference: a. Addenda Number{s) 1, b. "General Conditions of the Contract for Construction" AIA DOC A201-2007, as amended; c. Plans; ~ ~ ~ r~ ~r d. Specifications and Supplementary Conditions; ~ o ~ `~ N e. Notice to Bidders; ~ ' o f. Note to Bidders; g. Performance and Payment Bond; h. Restriction on Non-Resident Bidding on Non-Federal-Aid Projects; i. Contract Compliance Program (Anti-Discrimination Requirements); j. Proposal and Bid Documents; and k. This Instrument. The above components are deemed complementary and should be read together. In the event of a discrepancy or inconsistency, the more specific provision shall prevail. 3. The names of subcontractors approved by City, together with quantities, unit prices, and extended dollar amounts, are as follows (or shown on an attachment): (SEE ATTACHMENT A ) 4. Payments are to be made to the Contractor in accordance with the Supplementary Conditions. 5. The Project base bid submitted by form of proposal is in the amount of: ...... '~` +Df~~~`I1r~i~c~rei~~-~_:lc+ir _~,~ai~d~i~ii~~r~~~~u~'~~z00: ~:u ~d't~riii~~'~i~.t~`~'t~~~i~~~i~~isrlff ~~sr~'o~f_~on~~a~ifi_~# ~ - ~a~~~irs;~~'-~~~$~pj 6. DATED this 15~' day of June, 2010. [DATE BASED ON FORMAL COUNCIL MEETING AWARDING CONTRACT BY RESOLUTION NUMBER:10-321] C~ By (Title) Mayor ATTEST: ~"1 ~ ~~~ ~~~~ m. Q N ~ N ~ o G~ 4 ~ ~ ~U w z ~~ wy,lw Q M -' ATTEST: ~c~y----~-j 9~/. Q~CZ-~ ITltle) Arrn~~ntant (Company Official) Approved By: City Attorney's Office (Title) President FORM OF PROPOSAL SENIOR CENTER BUILDING ENVELOPE ROOF REPAIRS AND MEMBRANE REPLACEMENT PROJECT CITY OF IOWA CITY Name of Bidder: Jim Giese Commercial Roofin Inc. Address of Bidder= 10410 Silverwood Drive 0 .r BIDS RECEIVED BEFORE: 2:00 PM local time on June 10, 20'10 ~- s v s ~~ Z ~ z TO: City Clerk ~~ ~' City of Iowa City ~ ~ o ~ ~ City Nall w ~ z 410 East Washington Street Iowa City, Iowa 52240 ._ In response to your request for bids, and in compliance with the Procurement and Contracting Requirements, the undersigned proposes to furnish all labor, materials and equipment, all supervision, coordination, and all related incidentals necessary to perform the work to complete SENIOR CENTER BUILDING ENVELOPE ROOF REPAIRS AND MEMBRANE REPLACEMENT PROJECT in strict accordance with the Project Manual and the Drawings dated April 27, 2010 including Addenda numbered 1 and ,inclusive, prepared by VJ Engineering, for the Base Bid Lump Sum of BASE BID: Descri tion Total A. Remove existing single-ply membrane and insulation board on low slope roof areas Lump Sum $ 5, 090.00 B. Install new single-ply membrane and insulation board on low slope roof areas Lump Sum $ 69.300.00 C. Remove ~ replace wet insulation west of Clerstory 20 square feet 10.00ls.f $ 200.00 D. Re-tuckpoint brick masonry joints Lump Sum $, 7, 480.00 E. Remove and replace existing 3 5/g" x 2 %." bricks 176 each 23.00 /each $_ 4, 048.00 F. Remove and replace existing 8" x 2'/z" bricks 101 each 23.00 /each $ 2, 32310 G. Remove and replace existing 7" x 2 %," bricks 2 each ~ 3.00 leach $ 46.00 H. Perform all other masonry and other repair work specified. Lump Sum $.,.,,33,098.40 Firm: Jim Giese mmercial Roofin , Inc. Signature: Printed Name: ' ke ota Titie: General Manager Address: 10410 Silverwood Drive Dubuqu?. IA 52003 Phone: 563--285-7602 Contact: Mike Cota - mcotaC~iimaieseroofina.com e Z H n t,.. ~~ ~ r N _~ ~~ o d ° Z ' W h ~~ Jim Giese Commercial Roofing Inc. 10410 Silverwood Drive Dubuque, IA 52003 City of Iowa City Project Senior Center Building Envelope Roof Repairs and Membrane Replacemeirt Project Attachment A Subcontractors Rushton Sheet Metal Shcet Metal work $5701 TNT Tuclcpointing Brickwork $43902 w _ ~ Z H _ C.. n ~.~ ~ r ~~ ~ ~ ~K o ~ 0 r„ ~` -~ Z «. FORM OF PROPOSAL SENIOR CENTER BUILDING ENVELOPE ROOF REPAIRS AND MEMBRANE REPLACEMENT PROJECT CITY OF IOWA CITY Name of Bidder: aim Giese Commercia]. Roofing, Inc. _ _ Address of Bidder. 10410 .Silverwood Drive ~- .r BIDS RECEIVED BEFORE: 2:00 PM local time on June 10, 2010 ~:~ c r a D TO: City Clerk ~ ~'~ ° d -° City of Iowa City City Hall 4.10 East Washington Street Iowa City, Iowa 52240 In response to your request for bids, and in compliance with the Procurement and Contracting Requirements, the undersigned proposes to furnish all labor, materials and equipment, all supervision, coordination, and all related incidentals necessary to perform the work to complete SENIOR CENTER BUILDING ENVELOPE ROOF REPAIRS AND MEMBRANE REPLACEMENT PROJECT in strict accordance with the Project Manual and the Drawings dated April 27, 20'10 including Addenda numbered 1 and ,inclusive, prepared by VJ Engineering, for the Base Bid Lump Sum of BASE BID: Description Total A. Remove existing single-ply membrane and insulation board on low slope roof areas Lump Sum $ 5, 090.00 B. Install new single-ply membrane and insulation board on low slope roof areas Lump Sum $ 69.300.00 C. Remove & replace wet insulation west of Clerstory 20 square feet 10.00/s.f $ 200.00 D. Re-tuckpoint brick masonry joints Lump Sum $ 7 , 480.00 E. Remove and replace existing 3 5/$' x 2 %4" bricks 176 each 23.00/each $_ 4, 048. QO F. Remove and replace existing $° x 2'/:" bricks 101 each 23.00/each $ 2.323.00 G. Remove and replace existing 7" x 2'/." bricks 2 each 23.00 leach $ 4fi . 00 H. Pertorm all other masonry and other repair work specified. Lump Sum $ 33.098.00 Firm: ~7im Giese mmercial Roofin Tnc. Signature: Printed Name: Mike ota Tile: General Manager Address: 10410 Silverwood. Drive Dubuque. IA 52003 Phone: 563-285-7602 Contact: Mike Cota - mcotaG i imaieseroof ing. com „;.', ~;:. *y D ea ~ ~ C ,~ ~~ l O ~ . Z /r lj H ~' ~ V ..0 L vj engineering 1700 42na street ne, suite n cedar rapids, Iowa 52402 ph: 319-447-2222 fax: 319-447-2229 ~ z ~ ~ December 13, 2010 ~ ~ ~ o ~ o City of Iowa City ~ K N Attn: Kumi Moms »`~ 410 E. Washington ~` Engineering Dept. Iowa Ciry, IA 52240 RE: Senior Center Building Envelope Roof Repairs and Membrane Replacement Project Dear Kumi; Attached are two signed originals of Pay Application #3 with the final retainage being requested. Also attached is the paperwork and warranties required for final payment. This includes the following: 20 year PVC manufacturer's Warranty 2 year roofing contractor's warranty 20 year metal manufacturer's color-fade warranty 2 year sheet metal sub-contractor's warranty for sheet metal and sealant materials, workmanship and labor 2 year sealant manufacturer's warranty i will be forwarding a record drawing set and CD to you shortly along with our final invoice for the project. Please process payment of $7,b14 to the Contractor as soon as the 30 day period is over. Sincerely, ~~~ Darrel L. Smith, PE, RRC . ~ .~ O r v, ~1 ,,, j' m Giese ~prrisnerc.~~l . Roof.~.ng~ ~.nc. Jim Giese Commercial Roofing, Inc. 10410 Silverwood Drive 4 Lincoln Avenue Dubuque, IA 52003 Eldridge, IA 52748 Office: 563-556-0646 Office: 563-285-7602 Fax: 563-583-7003 Fax: 563-285-7604 To: VJ En ineerin 1700 42nd Street NE -Suite N Cedar Rapids, IA 52402 WE ARE SEMDfNG YOU: 'V COPIES DATE NO. 1 12/8/2010 1605-250210.01 DESCRIPTION Sika Samafil Ori final Warran - 20 r 1 12/8/2010 JGCR Contractors Warran - 2 r 1 12/8/2010 PFW#08590 Firestone Sheet Metal Warran - 20 r 1 12/8!2010 Rushton Sheet Metal Contractors Warran - 2 r 1 12/8/2010 8014604 TNT Tuck ointin Warran - 2 r FOR APPROVAL FOR YOUR USE XX AS REQUESTED (~] LETTER OF TRANSMITAL DATE: December 08, 210 ArrsNTior~: Darrell Smith Re: Senior Center ,~ D 1~ N ...: ,.. ~.. ~~ o c.. +~ N ~a~! o P:~ p SIGNED: ~,.~.~ NOTES: !f enclosures ale not as noted, kfndty notify us of once. Sika Sarnafil Wald Clua FaMtty and Watvpiooflny 11!15/2010 Mike Cota Jim Giese Commercial Roofing 10410 Silvenvood Drive Dubuque,lA 52003 Project Name: Iowa City Senior Center Envelope -Upper &. Lower Roofs Address: 28 South Linn Street Iowa City, IA 52240 Warranty Number: 0000001605-250210.1 Roof Area(s): Upper Rooi Lower Roof Dear Mike Cote: Enclosed is the original and a duplicate copy of the warranty for the above referenced facility. Please forward the Original Warranty, Owners Guide, Maintenance Checklist, Caution Sign, and the Warranty Folder to the building owner and keep the duplicate for your records. Instruct the building owner to keep the original for their records. If you have any questions, please do not hesitate to call me Very truly yours, Michelle Cavacas Sika Sarnafil Warranty Issuance Supervisor Enclosures siw. e~.na ~ wvisbn or enu eaoe,rie~ • teta w.n 159m 91nK aNa 303, Lacbport, a aw~t TN.: (B75) 838J898, Faz: (81 S) 83&1772, wrw.dlucwp.wm Paec 1 of 1 Sarnafi/® _ \ , b .. '\ .. Z w n 1+~ \ _ ~ ~ ~ ~ ~' ~ ' O f { ~,/ ~ N em. ' M ~~ ~~ Sika Sarnafil Rand Cass RooMg end N2YrProelMg 20 Year System Warranty Warranty Serial No.: 0000001805-250210.1 SIKH SARNAFIL ROOFING WARRANTY FOR COMMERCIAL BUILDING Building Ovtmer. City of Iowa City Engirieering DepaArtteM Building Name: Iowa Cily Senlar Center Envelope -Upper & Lower Roofli Budding Address: 28 South Linn Street Iowa r;lty, IA 52240 Applicator: Jim Giese Commercial Rtyoflrtg,.10410 Silverwood Drive, Dubuque, IA 62003 Teiaphone: (563) 556.0646 Dale of Substantial Comple0on: 9/23/2010 Date of Inspection: 9/23/2(110 By: Gary Lengle BuiWing/Area Name: LI er Roof - Used As: LIBRARY/ARCHIVE Arse Warrmlted: 8,928 aq. tt: BuildinglArea Name: Lower Roof Used As: LIBRARY/ARCHIVE Area Warrertfed: 1x499 aq. ft. Sika Semetll warrants to the owner of the buddirg described sows COwner"1, that subject to the terms, condi0ons, and IimhaOOns stated herein, Sika Sarnafll wl~tlorredpaigr leeks originating from the Samafll Roofing Membrane, Sametherm Insulation a Sika Sarnafll Roofing (hvenryaj years commencing wiat the date W~f~melsnspectio~nlol the ktatallat~ion of tl he RS odng M~emobr~ane~flng Applicator for a period of 20 TERNS, CONDITIONS,LONRATIONS 1.Owner shall rrotlfy Sike BernMl on IM ffrot buaNeN daY Immedletely folkrxkp me dtcwery of earls leak In IM Roofing Syanm entl oonflrtn h wTNinp wkhin one week. - ' 2. If on 9Nu eemsm'e inpadbn, Sika SernaM denmenN Ihet tlw INk n caused by ^ defect In SamaNs Rooflnp Membrw, Sertremerm InaUMDOn or Aooessory provided by 8tlu Samefll n Ule Appgcetor for tMS bdklirp or from a dared b the okra 8amefll AumorWtl Applkenfs workmanship applied to tlwl SanwN Membrene, except N prwbad m thsfolkwdng paragraph throe (~ Owner's romediq srM Slke 9amaflYs Ilaolllry shah M Ilmintl b Sika SemeRs ropair of the RooMq Membans, Semelherm Intuledon or Aeensory. 3. TMa wemny does not appy and maybe null end void M any of me following occur. (a) The Roofing Membrane, SemetMrm Inaulatlan or AteeNOry la damaged by a natural dnamer Irldudln0. but net Ilydnd to, eartlpuake, Iightrarg, hall, rrtrldsnrm In exrra of lq mph (97 kmlli), hurrlune, or tomatlo, or: (b) TM Roofkrg Membrene, 6amatherm Inadetian x Aoceasory Is damaged by any ecl of negligence, eccltlanL or mituN indutlinp. but rqt Iknited b, wndelbm, Nang objects, cNtl deobedlsncs, or ant of war, or. (c) A dsfldent pro-mtlstlng condMon tt puipment la causing wwr entry, or. (d) Metal work w omx acceeNriee or squlPmem h ued b 1M Boding and oases baW, or: (e) Thera era erry aMratlans or ropain made on or tlvouph 1M completed roof, x objects each N but not Ihnited n flxluroa, eQUlpmenl, or wuduros era plecetl on pr aheched to Me mmpleted roof without flrot obnining wdaen wNOraatlon Mom Sika Bement, ar: p) Fewro by me Owner or hie Meese n uN roasonable oars In malnnbkg me roof N desalbed In the Owner's Guide proweed wkh iNs wamanry, induding met d Nannn and caulking, or: (p) Loes of Inteydry o1 tM bulWinO emslope and, or suuctun kxludlrq, tad rrol Iknind n psrllal or wmplete loss of roof tlecking, well airing, wlMOws, tloon or otMr anwlope componsnn ar from roof damage by wMd blown objsda, or. (h) Contlsnsatbn acamunnt H 1M root easambly due, n Inoonect dNign x due n • retludbn M Me wpor bannr e8sctlwrroas, or: (8 A eigmflNnt dunpe N iM Ne of the building by me Ownx or his bash expected by 91ka 9arrom to artsd the RooMg Membrene as onglnafly Imnllad, or: g) TM RcoOng Membrane ie damaged by oaaeminetee and/or splNs, or. - lb Defldent tlNign append n IM Roofing Mem6rone such as membrane eonnd wim Incompallbls manrlels andmr wbstrotea, or. p) 7M Ovmer fella b compry wflh every tens and condHbn send Mroln. 4. During ma period of this vnrranry, Slke Samwl, Its agenn end empk,yeea, shall Mva bee access n tiro roof during reaunr buslneN boon. a. should the Rpoflnp MsmbroN ba congaleQ the cost of sxpwun.ol me Roofing Membrane br Durpoeea of Sika Semafll'a Inwatlgetlon end/ar repeY, such as removal rid nPleumenl d arty paving or owrbxden, shall be me owner's roePornlEillry. 8. Slke Samsm sMN haw no oblymbn under mie w.rnnry umN all InwioN for materials, Inanllffilon, end NMcaa Mw been Detd nr b lull. 7. 81ka SernaflYs nlNre m any tlme n enforce any of ma farina or condtlons entw herein shall not be canetntetl n be a waiver of such provblon. 9. This werrenry b extended Nbly and Nilualvely b tM owner d the Building at the time tM SamaM RooMp Sysnm Is Installed. It doss not extend nor le k otllenvlta NNgNEb or tnnefareble b any omx Dariy unbx approved In edwncs and M writkp by Sika 9amefll and the coats to process 1M Irenafar ant n rasped entl repak the 3Nra Samefll Roofing Sytnm, N necepery, w pakf for by IYw original owner. ' e. Ths Owner and BIW SamePo heroby sgrse that arty and ell damn (wntrecnal, sntutory, common law or omerwW), tlleputN, or salts mat m erry way. dradly or Indndly, arise out of a ratan n fhb Wanenty, or els alleged broach tMreof. or n any mntrecn beMNn tlr owner end Sika 8amafll, or me dlsged broach IMnof, or b IM dNign, rrrnmdedun, sale, dlNribulbn, Ylanllellon, and/or mapsdion of Ihs Slka Sernafll RooMp Syenm, eheN flrot bs wbmltted n noohlndnp medetlon bebn a nwtrel madnnr Minty Nlecud by the partlN ar, In the abNnee o! eprosman4 es dNignatetl by the American ArNbatlon Aswelmbn. In me absence of raeolutlon by medlaflon, ell sudh eleims atoll be settled by arbitretlon by Uls Amedun Arbllrotbn lusodetbn In NmNence wim the Corretruclbn mduatry ArbBretlon Rubs. My such mstllmlon enNx erberetbn shall nke place In Boalon, MNaselwNln. Thh Werrenry, and any claims, dapuns or awls between Ws partles heron shall M governed by, and construed end eMOrced In eaortlanca with, Uw laws o(Ihe Cammwnwekh of Ma.aedwNtn. 10. THN WARRANTY IS GIVEN N Llel OF ALL 0711F1t WARRANTIES, E7~REa3 OR MPDEO, INCWDINO ANY WARRANTY OF M9tCHANTABILRY OR FRNEBB FOR A PARTICULAR PURPOSE THERE ARE NO WARRANTEE THAT EXTEND BlYOND TXE DlSCRIPnON ON THC FACE HEREOF. THE REM®IES aTATED NEREN ARE SXCWSNE REMEDIES AND 811fA tNARNAFIL SHALL NOT BE RESPONSIBLE OR LIABLE FOR ANY INDWECT, CON~OUENTULL OR NCpFMAL DAMAGES INCWDINa THE PRP9ENCE OF MOLDS, FLNOL BACTERUI, SPORES, MYCOTOXINB OR THE L.NfE RIRINER LO88 OF ANY IQND Wf1AT80EVER, INCWDINO BUT NOT LIMITED TO, DAMAGE TO THE BUILDING ON yYHICH 71E COMPONENTS OF ROOF ARE ttflU,4TlD, OANAOE TO TIR COIYTEHTS THEREOF, LOSS OF USE OF THE MIEDINe OR ANY COWONEM PART THEREOF, OR DANA (~ TO ANY OTHER PROPERTY OR PERiW NS. ~ ~~' NO REPRESENTATIVE OF SIXA SARNAFIL HAS AUTHORITY TO MAID ANY RFPRESENTATION3 OR PROMISES IXCEPT A9 STATED HEREN. ~ _ Issued By: Brian halm ~ This Warranty Is Effective From: 9Y13/2010 CY~Fa-~, Atdhadzed Signeture:z ~ Through: 8/23/1030 Title: Senior President Date: 11/15/2010 - r ® Slke 6amafll, A Divbion a(Sllu Corporation, 100 Dan Road, Canon, MA 02021 Sarno fi/® Td.: 800.451-2802, Fex: 781-828-5358, www.elkaeorp.com \- L. D 1~ Z L„~ r 0 tn7n{ 6vF~111 O \,/ r ~~ Z 0 w `ire Page 1 of 1 woof i~g ~u~xau~ee .. •~fjerta~ James J_ Giese of Jim Giese Commerical Roofing, Inc. hprcin called "Contractor" has completed application of the fallowing rooj.• .~ i~onei•:_____ Cit of Iowa City Engineering Department X..__..~__.~~._.._.,_. Address of Owner: 410 E. Washington St. r Iowa City IA. 5224_0_« N Type end Name of I3uitclinK: Tows City Senior Center Envelope - Up~oer & Lotrner Roofs Location:.._28 South Linn Streetr Iowa City, IA 52240 Area of ItooE: Tipper Roof - 6929 sf /Lower Roof - 1499 sf Date of Completion; 9/23/2010 Date Guarantee ~fjeerR6, at the inceptionejsuchwork,ConlractoragreedcoouaranteefheajoresRidrooj/uralirnitedperiodandsubjvct[o the conditions herein set forth; _~Olv, '~Lheiefoie, Contractorhereby Guarantees,subject to the conditions kereinset forth, that during a period ojTwo yeas from the date ojeamptetian of saidroaj it wiff, at if_. ou~n cost. and expense, make or cause to be made such repairs to xaid roojresulting solely from faults or defects in materials or workmanship applied by or tllros{eh Contractor as !nay be necessary to maintain xaid roof in watertight condition. 't'his guarantee is made subject to the following conditions: 1. Specifically excluded from this guarantee is any and a1f damage to said roof, the building or contents caused by the acts or omissions of other trades or contractors; lightning, windstorm, hailstorm, flood, earthquake or other unusuaf phenomena of the ele-nants; foundation settlement; failure or cracking of the roof deck; defects or failure of material used as a roof base over which the roof is applied; faulty construction of parapet walls, copings, chimneyr•, skylights, vents, 4upporta, or other parts of the building; vapor condensation bencnth the roof; penotrotions for pitch boxes; water leakage due to erosion and porosity of mortar and brick: dry rot; stoppage of roof drains and gutters; penetration of the roofing from beneath by rising nails; inadequate drainage, slops, or other conditions beyond the control of Contractor which cause ponding ar Ktsndin6 of water: termites or other insects; rodents orother animals; orfire. Ifthe roof is damaged byreason of any of the foregoing, this guarantee shall thereupon become null and void for the balance of the guarantee period unless such damage is repaired by Contractor at the expense of the party requesting such repairs. 2. Contractor ie not liable for consequential dnrongos to the building or contents resulting from any defects in said roof, including, hui without limitation, any intern+ption of business e:cperienced by Owner or occupants of tine building. 3. This guarantee shall became null and void unless the Contractor is promptly notified in writing of any alleged defect in nteterials or workmanship and provided an opportunity w inspect end, if required by the terms of this Guarantee, to repair the roof. 4. No work hail be done on said roof, including, but without limitation, work in connection with flues, vents, drains, Sign braces. railings, platforms or other equipment fastened to or set on the roof, end no ropairs or alteration: shall be made to said roof, unless Contractor shall first be notified in writing, shall be given the opportunity to make the necessary roofing application recominandations with respect thereto, end such recommendations are complied with. Failure to observe this condition shall render this gttarnntee null and void. Contractor shall be paid for time and material, expended in making recommendation, n,• repairs occasioned by the wot'k o[ ot}+ers on said roof. S. This guarantee shat! become null and void if the roof is used nc a promenade or work deck or is sprayed or flooded. unless such use was originally specified and the specification is noted in paregxaph 9, below. 6. 'T'his guarantee shall not be or become effective unless and until Contractor has been paid in full for sold roof ir, accordance with the agreement pursuant to which such roof was applied. 7. This guarantee shell accrue only w the benefit of the original Owner named above. It is not transferable to any other person, except with the prior written consent of Contractor. t3. Phis guarantee is in lieu of ell other guarantees or warranties, express or implied. ALL IMPLIED GUARANTEES AND WARRANTIES, AIVD SPEGIFICAI.LY THE IMPLIED WARRANTIES OF MERCHANTA)311LITY AND FITNESS FOR A PARTICULAR PURPOSE, ARE EXPRESSLY 1r:XCY,UDED Al`'D DISCLAIMED. 9. Additional conditions or exclusions: `.. ~7 W/TNF_:SS WHEREOF, this instrument has been duly crccuted this 23rd day of ~~ !Mf ~,~ Jim Giese CaRtattercial Roofing, Inc. .-.. N ~ ~ fly Mike Cota_~ General Manager _ `y 0 >~~proved Guarantee h'omf No. 1987A. Midwest Ruoting Cuntnretorr A+IOeincior., ins d CUB ~~'' $~•n~fnC quail/uG ioolin`~ cnnlnirlnn Pn ,,..~ Aitl' • ~AN~,+~tV L'OLUNADO • 161tN015 • MhIANA • IUWA • KANSAS • KENTUCKY • 61lCHlCAN • MINNESOTA rT ~tiSOQAI~ MONTANA • NlrariASKA • NEti+' biF%ICO . NOk7'M U.~KO'I'A ONfO • OKI.AH~71.tA ~ w Q ~ UTH UAtCOTA • TCNNf•.SeF.R • 'rSXA~ • U'CAfl ^ WItitONSIN • WYOMING TOTAL P. al Sike Sarnafil wafd rn.. ReoRng std w.raryrooma 20 Year System Warranty Warranty Serial No.: 0000001005.250210.1 - SIKH SARNAFIL ROOFING WARRANTY FOR COMMERCIAL BUILDING Building Owner. City of Iowa City Engineering Departmatt Buil~ng Name: Iowa (]ly Senior Center Envebpe -Upper & Lower RIwiS Building Address: 28 South Linn Street Iowa City, IA 52240 Applicator. Jlm Giese Commercial Roofing,.10410 Silverwtwd Drive, Dubuque, IA 52003 Telephone: (563) 556-0648 Dale of Substantial Completion: 0113/2010 Dab of Insptlcgart: 9/23@010 By: Gary Langley Building/Area Name: ,U~per Root Used As: LIBRARY/ARCHVE Area Wartanted: 6 829 sq. ft: BuildinglArea Name: Lt%ver ROOF Used As: LIBRARY/ARCHIVE Area W>3rren1tK1: 1499 sq. ft. Sika Semafll wertanls to the owner of the buildktg deatxbed atwve (('Owner"), that aubJad to the forms, condfiona, and IimhaOona stated herein, 31ka Samafil wits re Ir leeks originating from the Samafil Roofing Membrane Samathatm Inaulatbn a Sika Sarne0l Roofing AcceasoHes Installetl ec in to Sika Serne}N's Techrvcel InsWetbrm by a Sika Same~il Authorized Roofing Appllcatw for a period of 20 (twenty) years commendng with the date of final Inspactbn of the ktstallation Of the Roofing Membrena. ., TERMS, CONDITIONS, UYRATIONS 1.Ownar ahe5 notlfy SNro 3amafll on the Ant buNnoss day Immetllately folbwlrg Me dlewwry of uch Isek N the Rooflrp System and wnflrm h vrtXing wXMn one week. 2. U w Sika Samafil'a IrrepeNlan, Sika Sarnefll ddermbes thst the leek n caused by a defeU In SarndN'a Rcoting Membrere, Samathertn Insutatlon « Acceuory provided by Sika SameXl b Ma ApplbNOr for Mle bWMing er from a danN In the Slta Sarnafll AWhorizad Appliabrs werkmenshlD applied to lMt earna0l Membrone, except se DroNded b the following paragraph Mree (3) Owners remergea and Sika SarnaM's IlaMliry shall be limited k Stlro SamsXl's ropair of the RooMg Membrena, BernaMerm Inaulstlw or Acesawry. ' 9. TAIs werronry does not aDWY and rosy be null aralvold X any of the blbwing owur. (a) TMs Rwgnp Membranre, 3arnalMrm Inauntlon or Accessory Is damaged by a natures disesnr IncIW ing, but rat Iimind to, earthquake, IghtNng, hail, wlntlsbrm In axoeec of 80 mph (g7 kMh), hurrbane, or tomedo, or. (b) TM Roolirp Membrena, Samadlerm Insulatlon or Awosory la damaged by any aU of neglgenw, eccldeN, or mlewe Including, bW not IlmXed ro, wrMaXem.lallup objeUa, dull dWbednnrx. «eN of war, ar. (c) A defltlenl pn~xlsdng condXbn or equlprtaM Is ceueinp went entry, «: (d) Metal work or a1Mr aocNSOdea «squlpmant n used In Ma Rwflrrp end reuses leaks, or. \ (e) There an my elnrotlons or ropalre rtwda on «ihrough the compNtad root, «ob)egte such u bW not Ibnlnd n RxMros, aqulpmanL or strunuras are ' placed on or ettacMd to the oompnnd roof wIMOW Xrot obtaining carmen wlhoriiatloh from SE.a Semalll, or: ' (Q Failure by the Owns « hn lessee to use rsasonabn tan in malnntdrp M tool sa tleserMStl In Ma Owners Guide provided wIM this wertenry, Ncl Wing Mat of seelenn end uulMrlg, «: ' (g) Loss of Intepnry of Ma bWlEing emrebpa and, or stnlcturo bUUdbg. aW not IlmXed to partlal or wmpbn bee of roW Mckinp, well siding, windows. doom s other emebpe wmpweros or Trom roof damage by wind Mown obJ.cn, or. (h) Contlansatlon accumulates N the roof ucemDly due k bwtreU design or due ro a reduUlw in Me vap« barter eRSUNeneu, or. Q) A slgnilbent dlanps In Me use of the bathing by the Owns or Ms Nsua ezpaUad by &Ka SameXl to eRaU Ma Rooflrg Membrena ea originally Q) TM Rwflng Membrena n damaged by wnnminans andlor splln, or. p) Da8Uen1 design apptled to the Rooflnp Membrerro such as membrene wnndl wXh 4rcompaUUls mandan and/or substrotes, or: p) The Owns ro0a b wmDry aMh wsry term ant wnditlon stead Mrob. 4. During IM pado0 of fhb wamnry, Sika SameXl, Xs sparse and amployaas, shill Awe free access n the roof during reguW buelneec Iauro. ' 5.3houkl th Rwfmg Membrane be concealed, ihs cast of ezposuro.of tlr Rwflng Memtwne Tor purposes of Sika SarnaM'a mvastlgaWn snN« nDak, cacti `~ a removal and repncsmsm of any paving or overburden, shat be the Owners rapomlbllry. e. SUca Samefll atoll haw w oblgaXen under this vnrtenry until at invokes br mmenan, InsnXalbn, antl ssvbas haw Deere paid for h NI. 7. Sike Scream's (allure et arty time to enforce sY of the refine or wndltlone stated herotl shaX not be wmtrued to be a weMr of such provlslw. _ e. Thb warronry r extended wky ant sxiWewely a the owner oT the aulldbg at Me tkne the SarnaN Roollrq system n irenallad. It does not extent nor le X dherwhe assignable «tronahnble to any omer party unless approved b atlvana and in wilting by Stlu 6ameM end Me wan to prooeaa tla transfer an4 to InspaU end ropalr Me Bike Samafll Rooflrg System, N neweury, eu geld for by Ma odglnal mover. , 3. The Owner and Slka Samefll hseby agree Ms any ant al claims (wntrackral, arotubry, wmmon law or olMrwlse). dlapuna, or sufla that b any way, dirocly s Indirectly, arise out of or elan b tole Wertanty, « iM singed breach Mereof, or to any wntraUS between tM owns arM Sika SameXl, or Ma -~. alleged broach thereof, or n the deYpn, manuhdure, sde, dlatdbutbn, Ironllatlw, and/or InapecUon of Me Sika 9arnafll Roofing Syefem, shall flrot be suDmittad to non-0Inding madlatlon before o neutral matlletor Jointly careered by UN partlas or, In th ebaenee of agroamsn6 ee tlealgrMnd by Ms Amerian ArWtretlen Asaoc4tlon. In the ebaenee of rosduNon by medYtlon, ell each claims shat bs eatded by arbNntlon by Me Amerkan Arbitretbn , Asswlatlen In acwrdance vdth Me Cwswdiw Industry Aroltratlon Rules. Any such meAeUOn andl« albXratlw ahYl take plate In Boebn, Maasechuaens. Thn Warmry, end any Nelms, dispWes'or nuln baaaaen the Danis hereto shaX ba gowned by, and ewatrued and en/droed b acwrdanw wNh, the Iswa o(tlro Commonweaflh of Meseachuselb. _ 10. THIS WARRANTY IS GIVEN IN LIEU OF ALL OTHER WARRAf7TIFJ1, EXPRESS OR WPLIED, WCWDING ANY WARRANTY OF YlRCHANTABILITY OR FfINE88 FOR A PARTCUTAR PURPOSE. THERE ARE NO WARRAN11E8 TNAT E%TEND BEYOND THE DESCRIPTION ON TIE FACE HEREOF. THE REMEDIES STATED NEREW ARE EXCLUSNE REa®IEB AND SIKH SARNAFIL SHALL NOT BC REBPONBflsLE OR 111181.E FOR ANY XdDEtECT, CONBEla1ENTW. OR MCIDEfrfAL DAMA6E8 INCLUDING THE PTtE65tK,E OP MOLOB, FUNGI, BAl%TERIA. EPOjEB, MYCOTO%M8 OR TIE UKE OR FURTHER L099 OF ANY KND WHATSOlVlR, INCWDING BUT NIIr LRfRED TO, DAMAGE TO THE aUNDING ON WHICN THE COMPONENre OF THE ROOF ARE BfIUATED, DAMAGE TO THE CONTENTS THEREOF, L088 OF USE OF TFIE BULDINO OR ANY fbMPONENT PART TkEREOF, OR DAMAGE TO ANY OTTER PROPERTY OR PlRSONS. NO REPRESENTATIVE OF 811(A SARNAFIL NA3 Al1THORITY TO MAID=ANY REPRE§ENTATONS OR PROMISES EXCEPT AS STATW HEREIN. Issued By: Brian helan This Warrenty Is Effective From: 9/23/2010 AuOlt%ized Signature: Tflrough: 0/23/2030 Title: Senior .President Date: 11/152010 L _~ D A n Z ~'~ k ~ ' ® Slk. BemaRl, A Divlsbn er Sika Corporation, 100 Dan Road, Cenbn, MA D2021 J`arna fi/~ ~ o TN.: 500451-2502. Fax: 751-528.5355, www.slkawrp.wm VV ~ rs3~~. Pagel ofI ~ '` C H o Pt ~ ~~F ~ ~- at a. ~a~ METAL PAINT FINISH LIMITED WARRANTY Warrenty No. Pt'W#08680 Purchaser: Senior Center -Iowa City. Contractor Name: Rushton Sheet Metal Bullding identifit„ation: Senior Center -Iowa City Bullding Address: 29 S. Unn St., Iowa City, fA. 52240 Warranty Period t?f: 20 Years Beginning on: Novt~nber 3, 2010 For the warrerty period Indicated above, Flrestone Bullding Producs Comparry ('Firestone a diviatan d BFS Dhrereifled Products, LLC, a Detawere limited liability company, warranffi to the Purchaser that, subJed to the Terms, Conditlons end UmitaNona set forth below, the extenor paint Nnbh ("Flnish~ on the UNA-CLAD brand Cdl-mated metal ('l1NA•CLAD MeffiI")suppiied by Flrestone ac pan d the Frostone Prated (FBPCO) Number listed move, will nOt exhibN the idlowfng exterior sudeoe eondtbns: 1) Peeling, dleddng.or craddng, except for crazing or aacWng that may oxur an formed edges or bends of the metal rooting panels and trim, 2} Chalking in excess d a numedad rating d Vertical Eight (8), Nan-VeNr~l fight (8) when measured In aeeordence with ASTM D 4214'Sffindard McUtods d Evaluetlng Degree of Chalking d F~dedrx Paints' or 8) Fade a dtange In odor in excess d Vertical Flve (6), Non- Vertlcal Five (5) Dolor difference oohs, ea measured on exposed suraces which have been deened d external deposits and dralk and the corresponding values measured on the original or unexposed painted surfaces when tested In accordance with ASTM p 2244 8.7.1 and 3.8.4, 'Standard Precdca for CeIWIaNon d Color Tderenoss end Odor DMlerences from IretnamenffiIly Measwed Cdor Coordinates.' TERMS, CONDITIONS AND LIMITATWNS 1. Product llaaae. This Maul Paint Finish Umited Warcartty (the "Umited Wartanty"} Is UmNed exduaWdy to mete! coding panels and trim fabricated from UNA•CLAD Metal end Installed In aocordanca with Firestone technical apedficaNons. Z. Notlea. In the svaN any peeling, checking, cradcing, chelkhp, tetlfnq or excessive cdar chango are observed~by the Purdraeer, the Purchasx must give noUca in wrlsng or by telephone to Firestone within thirty (80) days d arty suds abservatfon. W dtten notice may be sent to Frestone at the street address or fax number shown on the reverse side of this UrNted Warranty. By so notifying Frestone, the Purdtaser atltltorizea Flreslane or its designee to investigate the surface tbrtdition d rite UNA-CLAD Metal. 3. Inveatleatlon and Remetlv. N upon investigation, Firestone determtnea that the sudeoe condhion d the UNA-CLAD Metal ffi nd exdtrded underthe Terms, CondUons end UmNatfans set forth in this Limned Warranty, the Purchasor's sda end exdus(ve remedy and Flrestone's toffiI Iladliry shell be limited to the refinishing d the UNA-CLAD Meld u ddormined by Firestone to requiro refinishing. Any and all refinishing work so performetl by Flrastone In compliance with tide warranty shall be performed by using any standard Nnlehing lxactltxu and materials, N the imresNgaNan reveals tltet the surface condition of the UN/~CLAD Metal trim is exduded under the Temrs, CandNons and Umiffitlana, the Owner shall be resporufbie for payment d the investlgatlon txuts. Failure by Purchaser to pay for Nrese cysts aFrall ronder this Umltad Warranty nail and vdd. 4. hl aa. My dspute, controversy or dakn between the Purchaser end Flrestone concerning this Umited Warranty shall be selUed by mediation. in the event N3at the purchaser and Flrestone do not resdve the dispute, cararoverey w Balm In medlaUon, the Purdtaser and Frestone agree that neither party will commence or prosewte arty suit, proceeding, or claim other then In the Coatis d HamiNon County in Nte state d Indiana or the United States Oistdd Court, Southern Distdd of Indana, trMlanapole Division. Each party frtevocaWy conserrffi to the (urtsdidion and venue d the above-IdenllNed courts. 5. PafM FMffih Colors. This warranty shall extend only to standard coots fdenNfied as such in Hrestane published literature et the date d Issuance of fhb Limited Warranty ar as approved In xnttlng by Frestone. Coors idendfied as 'mdallic' by Firestone are nd warramed against fade or dtange in odor. Frestone standard color'Regel Red' Is warcanted agelnet fade or cdw drange for a maximum peNod d ten (10) years. 6. Pivrnent Ftt~SLl_rad. Firostone ahdl ffave no obligation under this Limited Werrany unless and anvil Frestone has Goan paid In full far ail matedais, auppTres, seMces, approved written change ordere, wartanry costs and other costs whldt are Included in, or ineidsntal lo, the fabrication and installation d the UNA•CLAD Metal. 7. Frestone shall have no obligation urxbr this Umited Warcanty, ar any other IfebllNy, now or In the futuro tl peeling, checking, cretlCing, chalking. lading or excessive odor change d the UNA•CLAD Metal is caused by: (a) Natural loroes, 6aastere, or ads of Ood Including, but not 14ntled to wind hurdcarras, tornadoes, hail, windblown debris, Ilghbting, earthquakes, vdcanlc acdviry, atomic radiation, Insects or animals; (b) Arry ad(s), condud a omiaslon(s) by arty pemon, or ad(s) of war, terrorism orvendaNSm, which damage the UNA- CLAD Metal (c) Failure by the Purchaser to use reasonable care fn maimaining the UNA-CLAD MeffiI, said meintenanoe to Include, but not IGnited to those Items listed in the "Firestone / UNA•CLAD PaIM Fnish Cleaning and Melntenarxxxs Guide" an the reverse side of tltls Limited Warranty; {d) Detedoretion a lallure d building componerm, including, but nd Iimkad to, the root sutxstrate, walls, mortar, HVAC oohs, ate.; (e) Condensatlan or mosture Infiltration in, through, or around the walls, copings, roohop, hardware or equlpmenL building atrudure or underlying or surroundng materials; (f) Any add, dl, harmful chamltxl, dlemicai or physical readion and the like whidt comes in lxmffid with the UNA-ClJ1D Metal, Including but not Nmited to chemical fumes, saN water spray, surface temperatures that exceed 206 degrees Fahrenheit, airborne send abrasion, metal shavings, standing water or the continuous spray d water {h) Akeretions or repairs to the metal raoTing panels and trim not approved In writing by Firestone; {i) Any failure caused by the attachment a mounting d arty kern or device to or near the metal roofing panels and trim, or by improper handling during fabrication and installation, Including but not limited to, improper equipment fabrlcatlan, storage, transportation, erection, placement or failure to immediatery remove sVlppade prdectlve film txutings; Q} Failure to ghre proper noice as set forth in paragraph 1(a) above. s. j This Limited Warremy ahaN be vanstereble subject to Flrestane's Inspedlm and written approval, and to Purchaser's payment d the current transfer fee set by Frestone. 9. =gam, The term of this Umited Warranty shall be for the period set forth above and such term shall nd be extended under any dramstanoes. 70. Arces$. During the term d this Limted Warranty, Flrestone's designated represematlve or tunployees shall have tree access>D Nta UNA•CLAD Metal during regular business houre. In the event that access is limited duo to securNy or dher restridlons, Purchaserahatl reimburse Firestone for all reasonable oust irxxrmed during Inspection and/or refinishing d the UNA- CLAD Metal that are due to delays assodated wNh said restrictions. Owner shall be responsible for the removal and replacerneni d ay overburdens, auperatrata or overlays, either permanent or temporary, as necessary to expose the UNA-CLAD Metal fw inspedlon arMrar reflnlstYng. 11. Flrestane's failure to enforce arty d tho terms or conditions stated herein shall not ba construed as a waiver d such provision or d any dher terms and cattliUons of this Umited Werrenty. 12. Gevemina Law. This Umited Warranty shall be governed try end construed in aocordanco with the laws d the State of MtNana without regard to that State's rules an mnNid d laws. l3. Seversbll[ty. N arty portion d this UmNed Warranty fa hdd fay a court of competent judsdidlon to be Invalid, vdd or unentorceabfe, the remaining provisions shall nevertheless continue in toil force. FIRESTONE DOES NOT WARRANT PRODUCTS INCORpORATEb OR UTII.IZF~ IN THl3INSTALLATIONTHAT WERE N07 FURNISHED BY FIRESTONE. FIRESTONE SPECIFICALLY DItiCLAIM3 LIABILITY UNDER ANY THEORY OF LAW ARISING OUT OF THE INSTALLATION OF, PERFORMANCE OF, OR DAMAGES SUSTAINED BY OR CAUSED BY, PRODUCTS N07 FURNISHED BY FIRESTONE THIS UNITED WARRANTY SUPERSEDES AND IS 1N LIEU.OF ALL.OTHER WARRANTIES OF IvtEttCIfANTABILtTV.AND FRNESS FOR A PARTICULAR PURPOSE, AND FIRESTONE HEREBY DISCLAIMS ALL SUCH WARRANTIES. THIS LIMITEp WAgR/WTy SHALL BE THE OWNER'S SOLE AND IXCLUSNE REMEDY AGAINST FIRESTONE, AND FIRESTONE SHALL NOT BE LIABLE FOR ANY CONSEQUENTIAL, SPECIAL, INCIDENTAL OR pTHER pAMAGES INCLUDING, BUT NOT LIMBED T0. LOSS OF PROFITS OR DAMAGES 70 THE BUILDING OR ITS CONTENTS OR THE ROOF DECK THIS LIMITED WARRANTY CANNOT BE AMFUJOED, ALTERED OR MODIFIER iN ANY WAY EXCEPT IN WRfTING SIGNm BY AN AUTHORIZED OFFICER OF FIRESTONE. NO OTHER PERSON HAS ANY AUTHORITY TO BIND FIRESTONE WITH ANY REPRESENTATION OR WARRANTY WHETH~RAL OR WRITTEN. Ci .... Rresrone Bullding Products Cortparry ~ r By; PNI LaDtrke Authorized Sgrtature: .+ ~~ ~• Title: Vice President, Quality Assdrence P' D Z Z ~ A L~ o ~ ~ N F~'i Z C ~/ si M ~~ M~ FIRESTONE /UNA-CLAD PAINT FINISH CLEANING AND MAINTENANCE GUIDE Although UNA-CLAD factory-appl(ed finishes are extremely durable, a periodic eleaning to remove build-ups of resins and other residue is a good idea io extend coating Iffe. A variety of methods for remove( of surface deposits are avaElable. Simple washing with pfaln water using hoses or pressure spray equipment is usually adequate. W hen heavy deposts of dirt or other contaminants dull surfaces, stronger methods may be needed. Two precautions should be observed: (1) do rat use wire brushes, abrasNes, or similar leaning tools which will mechanically abrade the coatlngs surface, and (2) certain cleaning agents listed below should be tested in an Inconspicuous area before use on a large scale. QAOUP A: HOT OR COLD DETERGENT SOLUTIONS A 5% solutbn In water of commonly used commercial and Industrial detergents will not have any deleterious effect on a fluoropolymer surface. These sdutions should be followed by an adequate rinse of water. Use a cloth or sponge for application. GROUP B: SOLYENTB Most orgarac solvents are flammable andlor toxic, and must be handled accordingly. Read the manufacturer's Material Safety Data Sheets (MSDS). Keep away from open flames, sparks and electrical motors. Use adequate venfllatbn, protective dothfng, and goggles. Solvent that may be used to remove non-wafer soluble deposits such as tar, grease, oil, paint, end greffitl from fluoropolymer surfaces Include: • Ethanol(denelured alcohol) isopropyl akahol (rubbing alcohd) • Methanol (wood alcohol) Note: methanol Is toxk .. The above alcohols have no permanent effect on fluoropolymar surfaces. ~° n Z f~ e OROUP C: PETROLEUM SOLVENTS AND TURPENTINE _. r]~ ~ i~ .~. • VM&P naphtha ~ ~ O ~ ~ • Mineral spirits ~ ~.. ~ ~ Z- • Kerosene ~ o • Turpentine (wood or gum spirits} ~. The above advents have no permanent effect on fluoropolymer surfaces. ~ . GROUP D: AROMATIC AND CHLORINATED SOLVENTS ~` • Xylol (Xytene) Toluol (Toluene) Z • Perohlorethylene (Perclene) • Tricholorethylene (Triclene) Note: Perohlorethylene and Trichbrethylene are toxic. The above solvents should be used with caution on a fluoropolymer surface. Umft contact with advent to flue mihutes maximum and best before ustng. :r. GROUP E: KETONES, ESTERS, LACQUER THINNER AND PAiNT REMOVER • MethyE isobutyl ketone (MIRK) • Ethyl acetate {nail pdish remover) " • Butyl acetate • Lacquer thinner • Paint remover {non-flammable) The above sofverrts should be used cautiously on a fluoropolymer surface. Umit confect to iluoropolymer surface and test before using. Note: There are many formulations of paint remover on the market. It Is possible that soma vNil remove the fluoropolymer surface. Proceed very cautiously in use of paint remover. Metal supplier and coating menutadurer are not responsible for damage from unrestricted use. ORAFRTI Graffiti presents a special problem because of the many possible agents used, espedally aerosol paint. It is best to try soap and water first If needed, try the less active advents from Groups B, C, and D. Next, try the stronger solvents in Group £. If none of these are satlstactory, It may be necessary tc resort to touchup, repaint or replacement. MILDEW In areas subleet to high humidity levels, dirt and spare deposits can pennft mildew growth to occur. The following sdutlon Is recommended io remove mildew when necessary. • 1/3 cup dry powdered Laundry detergent (such as Tide) • 1 quart sodium hypochlorfte b% sdulion (such as Clorox} • , 3 quarts water RUST STAINS Hydrodilodc, citric acid, or murfatic acid, diluted vvfth ten vdumea of water, may assist In removing rust steins from fluoropotymer surfaces. Umit contact to five ' minutes. Oxalic acid solutons or acetic acid (vinegar) maybe used for the same purpose. Rush with water. Caution: Acid solutions are corroshre end taxtc. Rush all surfaces with copious amounts of water after use. NOTE: Misuse or abuse o/arty of the cleaning egerets !!sled above may resuR fn the voiding of the F/roastorre Meta! Paint Finish Limited Warranty For more !n/ormadon contact Flrrstorre RooAng 3olutlons ey 1.800.428-48f 1. •restone NOBODY COVERS YOU BETTER ~ 250 West 96'I' Street-Indianapolis, IN 46260 1-800-428-4442 ' 1-317-575-7000 "FAX 1-317-575-7100 www.firestonebp.com Rushton Sheet Metal LLC 505 Highland Ave #t4 Iowa City, IA 52240 2 year Contractors Guarantee Whereas, RUSHTON SHEET METAL, LLC, of 505 Highland Ave. #4, Iowa City, IA 52240, herein called "the Contractor", has completed application of the following Sheet Metal Sections 07600 -Flashing and Sheet Metal, 07900 _ Sealant: ~A Z ~ "~ OWNER: Senior Center- Iowa City r~?.~ c t•"t ~ PROJECT NAME: Senior Center- Iowa City Re-Roof 2010 ~~, N t'Tj PROJECT ADDRESS: 28 Sauth Linn Street, lava City, IA 52240 ~ o a p AREA OF WORK: Roof -=~ DATE OF COMPLETION: 10R/2010 DATE GUARANTEE EXPIRES: 10R/2012 w Whereas, at the inception of such work the Cantractor agreed to guarantee the aforesaid sheet metal; against faulty materials or workmanship for a limited period and subject to the condition set forth. This guarantee is made subject to the following conditions: 1. Spec~cally excluded from this guarantee is any and all damage caused by the following: lightning, windstorm, hailstorm, or other phenomena of the elements; also improper drainage, foundation or wall settlement or cracking; failure or cracking of the roof deck; defects or failure of materials used as base over which the sheet meta! is installed; construction of parapet walls, chimney, skylights, vents, supports, or other parts of the building, vapor condensation beneath the roof/walls; or fire. If the sheet metal is damaged by reason of any of the foregoing this guarantee shall become null and void for the balance of the guarantee period unless such damage is repaired by this Contractor at the expense of the party requesting such repairs. 2. No work shall be done on said roof, including, but wi#hout limitations to, openings made for flues, vents, roof drainsloverflows, or equipment at#ached to Sheet Metal, unless the Contractor shall be first notified and shall make the necessary Sheet Metal application thereto. Failure to observe this condition shall render this guarantee null and void. 3. This guarantee shall not be done or become effective unless the Contractor has been paid in full for all his work. 4. The undersigned agrees to bear the expenses of its own examination and repair of any leaks due to improper application, as specified above, and the Owner is bear such expenses if resuEtrng from other cause or causes. in such later event, Owner agrees to make paymen# of appropriate charge within thirty (30) days after billing, failing which the guarantee shall be null and void. 5. This guarantee runs in favor of the Owner only and is not transferable without prior writ#en . authorization from the Contractor. Exclude from the guarantee any damage to the building or its contents. Rushton Sheet Metal LLC 505 Highland Ave #4 Iowa City, IA 52240 6. The Owner shall promptly notify Sheet Metal Contractor of observed, known, or expected leaks, defects or deterioration and shalt afford reasonable opportunity for Sheet Metal Contractor to inspect work, and to examine evidence of leaks, defects or deterioration. 7. The Contractors obligation shall expire at the end of the stated warranty period. Rushton Sheet Metal, LLC. MemberlManager ., D Awe ~ Date: j ~ ~ ~/ ~ o I ~ =~ ~ .. °. l1~ ."Z' $~ N ~ ~' o O • _. ti ~~1r `:'%..f~:4„iiildl:~{MYPVIM w.Fi}+MDM+.R•~•h::.• r ~~~ 'ri,~ Chemkxr! Company BUILDING SYSTEMS Limited Warranty - R014fi04 NP 1~'" Coverage :Material Duration 2 Years z z ~ o ~~ _.. _---_---------._..._ ............. ___.__....._.___-___------------------~----------------____----n~--o -~---- iProiect Site ~ ~~ ~- Name : ~ '~ Iowa City Senior Center` Address : 28 South Linn Street _ __ _ __--_- - -- _ Clty : -_~ Iowa City -v^ ~~ ~~ ---- .-~_ . State : IOWA ~ ~ Date of Application : September 13, 2010 ._. Applicator Name : TNT Tuckpointing ~ Building Restoration ~ ~ ____ _ Purchaser Name : Stetson Building Products This Ls Lo aertrfy that the above named product has been app//ed to the area described In bhe Project s/te above This wan-anty makes no al/owance for deviations or omissions from dte Info~madon provided In the o~/Ine application. My m/srepresentatron or fraudulent seatement !n the appliption >nr Um/ted Warranty renders the Um/ted Warranty vo1d. BASF Construction Chemicals, LLC, (hereinafter BCC) through its Building Systems Division, 889 Valley Park Drive, Shakopee, MN 55379, hereby warrants that, subject to the provisions hereof, the NP 1 T"' (the °Product°} as manufactured satisfies the product performance criteria under the terms specified iii the current NP 7 T"' product data sheet. The current product data sheet can be obtained at www.buildingsystems.basf.com. Any claims brought against BCC relative to the referenced product and project shall consYdute full acceptance of all terms and conditions contained herein. The remedies of this warranty shall be considered only when F~CH of the following FIVE conditions exists: () BCC must have been notified of the unsatisfactory condition during the covered period following the date of application and #his notification to BCC shall be in writing within 30 days of the occurrence; (ii) BCC is afforded the opportunity to inspect any such areas, at such time, as may be reasonably requested; (iii) 'The BCC supplied product has been proven not fo satisfy the published product performance criteria; (iv) This product discrepancy must have directly contributed to the unsatisfactory condition In question; and (v) Full payment has been received by BCC for the BCC materials supplied to the referenced project. EXCLUSIONS: This warranty does not apply, and BCC makes no warranty and disclaims all liability, where any unsatisfactory condition resulting from misuse or abnormal use or conditions such as, but not limited to: sfructural cracks or defects, faulty construction, design, non BCC materials,. settlement or expansion of the structure, accident, fire or other casualty, lack of suitable vapor barrier or excessive wear. This warranty does not cover claims for color-fastness, appearance or offensive or unpleasant odor; disintegration of the substrate; mechanical damage caused by individuals, tools, or other outside agents; or any change in the appearance of the product from accumulated dirt or other contaminants. This warranty does not apply, and BCC makes no warranty and disclaims all liability when an unsatisfactory condition has occurred due fo lack of adherence to all applicable care and maintenance recommendations or cautioris contained or referenced in the product data sheet. If the owner shall make or permit, without prior written consent of BCC, repairs, alterations, or additions to the structure which affect the product or change the use, function or purpose of the structure, this warranty shall become immediately null and void and of no further force and effect. BCC will respond promptly to any written request for consent to repairs, alterations, or additions. Product performance properties are limited to the material as supplied to the project. REMEDIES: The holder's sole and exclusive remedy and BCC's liability shall be limited to: Providing NP 1 T"' in sufficient quantify to replace solely those areas of the installed product proven to meet the October 12, 2010 Page l of 2 R014604 ©~~ 'rlte. Chemlosl Company terms of the aforementioned warranty. A suitable replacement product may be employed at the sole discretion of BCC. All other costs associated with the replacement of the product are the sole responsibility of the holder. BCC's liability is limited to the purchase price of the BCC product supplied. Holder and BCC specifically agree that any controversy or claim arising out of this warranty shall be settled by arbitration in the state of Ohio {as exclusive venue) administered by the American Arbitration Association under its Commercial Arbitration Rules, and judgment on any award rendered by the arbitrators may be entered in any court having jurisdiction thereo#. If any part of this Warranty shall be determined to be invalid, then such portion shalt be deemed severed from this Warranty and the remaining terms, exclusions and limitations shall apply. GENERAL LIMITATIONS This information and all further technical advice are based on BCC's present knowledge and experience. However, BCC assumes no (lability for providing such information and advice including the extent to which such information and advice may relate to existing third party intellectual property rights, espedally patent rights. In particular, BCC d(sdaims all CONDITIONS AND WARRANTIES, WHETHER EXPRESS OR IMPLIED, INCLUDING THE IMPLIED WARRANTIES OF FITNESS FOR A PARTICULAR PURPOSE OR MERCHANTABILITY OR CLAIMS RELATED TO MOLD, MILDEW, AND FUNGI OR ANY AIR QUALITY PROBLEMS. BCC SHALL NOT BE RESPONSIBLE FOR CONSEQUENTIAL, INDIRECT OR INCIDENTAL DAMAGES (INCLUDING LOSS OF PROFITS) OF ANY KIND. BCC does not warrant or guarantee the quality of labor used to prepare the surface and to apply or install the products covered by this limited warranty. BCC reserves the right to make any changes according to technological progress or further developments. It is the holder's responsibility and obligation to carefully inspect and test any incoming goods. Performance of the product(s) described herein should be verified by testing and carried out only by qualified experts. It is the sole responsibility of the holder to carry out and arrange for any such testing Reference to trade names used by other companies is neither a recommendation, nor an endorsement of any product and does not imply that similar products could not be used. This warranty supersedes any other warranties, guarantees or representations, written or oral, heretofore made with respect to the above referenced product or project. ~•s .~ ~ -n ... ~ ~~~ ~ - r z ~~ r~ ~~ ~ d s w ~~ Oekober 12, 2010 Page 2 of z ROi4604 W H r~~ V W F O a F= y ~ ~~ ~ ~ W ~~ Z Z W O _ ~ ~- ~~ W ~ ~' W ~ y y W W ~"' m $ ~,. W ~C = ~~ V~ y"' W Q~ ,~ o a R ~~ ©~ W 40 ~- - - W C~ W ~~ Z W O a~~ OWE y 0 Q ~ ~ v ~~F.. ~~ ~ O O v ~ y ~ ~ moo= W ~ ~ °. ~. ~ yoo ~ ~ W ~~v o~c°~ z~~ ~ ~ • '' ~~ Z ~ o ~i'~ ~-~ O O oc W Z N F v W F d m Q W C~ W Y.. Y. Q W W v W m W o°~ m W 0 0 v 0 CL ~ ~ Q ~~ a~ H ~ Qa ~ -~ a~ c •. c... z ro -o ~^~~ Semiannual Roofing Maintenance Inspection Checklist Building Name Date Address Inspector Location Type Sq. Footage 1. Movement 2. Settling 3. Water stainin 4. Open mortar 5. Poor laps in : 6. Spalling 7. Efflorescence B. Roof Deck 1. Rusting 2. Spelling 3. Cracking 4. Buckling 5. Open joint 6. Additional ... C a Z? -.'~ Z ~.. 7 New penetrations ~ ~ ~ ~ ~ C. Building Usage Record any changes. (Include interior temperature, relative humidity, chemical processing, machine vibration, etc.) D. Summary and General Evaluation ^ prhesenlt problemsditions could ^ There are no observable ^ Th ui ell mvmediat diattention: problems ~ III.CONDITION OF ROOFING - A. General Appearance i . Discoloration 2. Cracking 3. Ponding wafer 4. Debris 5. Physical damage 6. Punctures CONDITION ITEM OK ~ ' F~roblem - LOCATION ACT10N DATE Minor Major B. Seams 1. Open joints ~ - ' 2. Fishmouths 3. Ridges C. Fully Adhered Membranes 1. Unadhered areas 2. Insulation fasteners hacking out , 3. Other (describe) D. Mechanically Fastened Membranes 1. Loose fasteners 2. Fasteners backin out 3. Other (describe} E. Ballasted Membrane 1. Displacement of stone 2. Other (describe) tV.CONDiT10N OF FLASHING '~ - A. Base Flashing 1. Deterioration 2. Punctures 3. Attachment 4. Ridging/Sagging/Wrinkling 5. Other describe} B. Counterflashing 1. Punctures 2. Attachment "' ~ 3. Rusting 4. Other (describe) c Z C. Coping o 1. Open fractures _.. 2. Punctures 3. Attachment 4. Drainage 5. Other (describe) D. Walls 1. Mortar joints 2. Spalling 3. Movement cracks 4. Other (describe) V. MISCELLANEOUS r A. Expansion Joint Covers B. Walkways C. Penetrations D. Drains E. Other (describe) 0023/2.5M/Q909 COPING STONE - REMOVE & REPLACE NEW THRU -WALL PRE FINISHED METAL FLASHING �- PVC FLASHING Win= -� GROMMETTED FASTENER 12 IN. O.C. SEALANT SPECIFIED SECUREMENT NEW 1/2" DIA. HOT -AIR WELD STAINLESS STEEL DOWEL PVC MEMBRANE (2) DOWELS PER CAP EXISTING PLYWOOD DECK 1/4" DENS - DECK 1120"L SEE NOTE 10 o pV NEW WALKWAY PADS 0 P o 6 3 t 1 PV c� P Sim. 0 Ste: � RE � s SiM. SCALE = N.T.S. AT ALL X- HATCHED AREAS OF PARAPET WALL NOTE: REMOVE ALL EXISTING ALUMINUM THRU -WALL FLASHING & REPLACE WITH NEW PRE FINISHED THRU -WALL FLASHING. EXISTING DRAIN STRAINER EXISTING CLAMPING RING PVC MEMBRANE FLASHING TAPERED EDGE SECURELY FASTENED AS REQUIRED FASTENER AND DISC HOT -AIR WELD PVC MEMBRANE EXISTING PLYWOOD DECK 1%4" DENS - DECK ' MANUFACTURER SEALANT UNDER MEMBRANE AT CLAMPING RING ■ 1) EXLSTING DRAIN M CLMIPING RING AND DRAIN ACCESSORIES ARE TO BE CLEANED FREE OF ALL CONTAMINATES. e DRAIN DETAIL 1 SCALE = N.T.S. EXISTING PIPE PENETRATION ALUMINUM TAPE (SEE NOTE) PVC FLASHING MEMBRANE FASTENER AND DISC PVC BASE FLASHING, HOT -AIR WELDED r—PVC MEMBRANE EXISTING PLYWOOD DECK 1/4" DENS - DECK SCALE = N.T.S. REMOVE ALL EXISTING ROOF VENTS D ETAIL o pV 4 0 � RV TYP. r-- 6 E 4 , 0 6$ -2„ i » SIM � \ RV ❑ O 4 � 1 0 6 E ❑UPPER LEVEL ❑ SEE NOTE 2 -C — 3 ❑ RV � � 'RR� 34' -21' NORTH V J LEGEND � —ROOF DRAIN —AIR CONDITIONING UNIT D —VENT UNIT � —ROOF HATCH — VALLEY &RIDGE LINES ss — STRUCTURAL SUPPORT ORS — ROOF VENT — CONTRACTOR TO REMOVE oPV — PLUMBING VENT Dc — GRAVITY VENT °PP — PENETRATION PAN 0 Q — CHILLER 0 ❑D —ATTIC SPACE VENT 1 3 D 4 ' 50' -1" Pv ' DE i SEE NOTE 2 -b 4 4 � Hlgi ROOF 4 t 4 1 IM. ORV ~-- PVo t • • t � � t 1 � SCALE = 3/32 = 1' -0" CHIMNEY ---- SEE NOTE 8 /l/ :i 4 HIGH 0, / ROOF U z 2z -3i*$ 2 co 1 Lo N DETAIL e t 4 CONDUITS SEE DETAIL e ECUMENICAL CENTER 2, -3° EXISTING METAL CAP. INSTALL NEW COUNTER- FLASHING UNDER METAL VERTICAL. ROOF PLAN NOTES: 1. EXISTING. ROOFING SYSTEM ON BOTH ROOFS CONSISTS OF MECHCANICLLY FASTENED HYPALON SHEET, ONE -HALF FIBERBOARD INSULATION, MODIFIED BASE SHEET MECHANICALLY FASTENED TO ONE INCH THICK WOOD SHEATHING DECK STRUCTURALLY SLOPED. 2. BASE BID FOR ROOF AREAS IS AS FOLLOWS: a. REMOVE EXISTING MEMBRANE, FLASHINGS, INSUALTION AND BASE SHEET FROM ROOF DECK, CURBS AND MASONRY WALLS. INSTALL NEW ONE - QUARTER INCH DENS -DECK MECHANICALLY FASTENED TO PLYWOOD DECK. INSTALL NEW MECHANICALLY FASTENED 60 MIL PVC MEMBRANE b. EXISITNG MEMBRANE ON CLERSTORY STRUCTURE TO REMAIN. c. EXISTING TAPERED INSULATION BETWEEN WEST INNER COURT ROOF WALL AND CLERSTORY TO REMAIN (SEE DETAIL 2 SHEET 3). REMOVE ANY WET AND REPLACE WITH NEW 3. CONTRACTOR RESPONSIBLE FOR REMOVING ALL ROOF MATERIALS FROM ROOF DEMOLITION OPERATIONS PER ACCEPTED OSHA PRACTICES AND AS SPECIFIED. 4. ACCESS TO ROOF FOR CONSTRUCTION SHALL BE AS DESIGNATED BY OWNER. STORAGE OF MATERIALS SHALL BE AT NE CORNER OF BUILDING. CONTRACTOR TO PROVIDE BARRICADES AND PROTECTION FOR MATERIALS AND TRAFFIC. MAINTAIN ACCESS AND EGRESS TO AND FROM BUILDING AT ALL TIMES. 5. NEW ROOFING SYSTEM BASE BID TO HAVE A 20 -YEAR SYSTEM WARRANTY. 6. ALL EXISTING CURB AND PIPE PENETRATIONS SHALL BE EXTENDED ABOVE NEW ROOF SURFACE TO PROVIDE MINIMUM 8 -INCH FLASHING HEIGHT EXCEPT AS OTHERWISE NOTED. 7. CONTRACTOR SHALL COORDINATE ROOFING WORK WITH MASONRY (SUB) - CONTRACTOR IN REGARDS TO COPING CAP REMOVAL AND REPLACEMENT. 8. CONTRACTOR SHALL REMOVE EXISTING PLYWOOD SHEATHING IN NE CORNER OF UPPER ROOF AND REMOVE EXISTING 2 INCH BEVELED BOARDS 2 x 12 SUPPORTS BACK 10 FEET FROM EAST WALL AND RESPLICE NEW 2 x 12's TO REDUCE SLOPE TO MATCH WALL FLASHING HEIGHT 6 FEET SOUTH OF INTERSECTION OF CHIMNEY AND ROOF. REINSTALL EXISTING SHEATHING FOR NEW ROOFING. 9. INSTALL NEW METAL DRAIN STRAINERS ON ALL EXISTING ROOF DRAINS. 10. EXTEND LADDER FROM ROOF HATCH PER DETAIL. SEALANT NEW SECUREMENT FASTENED AT PRE FINISHED SURFACE RASE OF WALL OR CURB MOUNT METAL . COUNTERFLASHING ALTERNATE BASE FASTENIIIG --PVC FLASHING TO ACCEPTABLE SUBSTRATE SPECIFIED SECUREMENT ,r - -HOT --AIR WELD % r---- PVC MEMBRANE EXISTING PLYWOOD DECK 1/4" DENS - DECK Lq 01 SCALE = N.T.S. NOTE: AT BOLLARD FLASHING -- METAL FLASHING TO MATCH EXISTING 2.25" HORIZONTAL - 2" VERTICAL a� W C3 z 00 I� a 6 0 PIPE PENETRATION SEALANT NEW STAINLESS STEEL HOSE CLAMP ALUMINUM TAPE (SEE NOTE) PVC FLASHING MEMBRANE FASTENER AND DISC PVC BASE FLASHING, � -PVC MEMBRANE EXISTING PLYWOOD DECK 1/4" DENS - DECK SCALE = N.T.S. EXISTING UNIT -- GROMMETTED FASTENER 12 INCHES O.C. METAL EXTENDER PIECE WITH SEALANT ONTO BACK SIDE 3 /--HOT-AIR WELD W EXISTING PLYWOOD DECK -7%4 Utl'IJ - UGLIC ("6 CURB DETAIL 1 SCALE = N.T.S. q fall ►AMwwww�Iwwwwvw�AVIMM ■iii = wWAFAFA •• � ■ i i ■ . MINIM ■I ■ ■ ■I■ I ■ Ll o •T.T. t. r: ■ 1 3 D 4 ' 50' -1" Pv ' DE i SEE NOTE 2 -b 4 4 � Hlgi ROOF 4 t 4 1 IM. ORV ~-- PVo t • • t � � t 1 � SCALE = 3/32 = 1' -0" CHIMNEY ---- SEE NOTE 8 /l/ :i 4 HIGH 0, / ROOF U z 2z -3i*$ 2 co 1 Lo N DETAIL e t 4 CONDUITS SEE DETAIL e ECUMENICAL CENTER 2, -3° EXISTING METAL CAP. INSTALL NEW COUNTER- FLASHING UNDER METAL VERTICAL. ROOF PLAN NOTES: 1. EXISTING. ROOFING SYSTEM ON BOTH ROOFS CONSISTS OF MECHCANICLLY FASTENED HYPALON SHEET, ONE -HALF FIBERBOARD INSULATION, MODIFIED BASE SHEET MECHANICALLY FASTENED TO ONE INCH THICK WOOD SHEATHING DECK STRUCTURALLY SLOPED. 2. BASE BID FOR ROOF AREAS IS AS FOLLOWS: a. REMOVE EXISTING MEMBRANE, FLASHINGS, INSUALTION AND BASE SHEET FROM ROOF DECK, CURBS AND MASONRY WALLS. INSTALL NEW ONE - QUARTER INCH DENS -DECK MECHANICALLY FASTENED TO PLYWOOD DECK. INSTALL NEW MECHANICALLY FASTENED 60 MIL PVC MEMBRANE b. EXISITNG MEMBRANE ON CLERSTORY STRUCTURE TO REMAIN. c. EXISTING TAPERED INSULATION BETWEEN WEST INNER COURT ROOF WALL AND CLERSTORY TO REMAIN (SEE DETAIL 2 SHEET 3). REMOVE ANY WET AND REPLACE WITH NEW 3. CONTRACTOR RESPONSIBLE FOR REMOVING ALL ROOF MATERIALS FROM ROOF DEMOLITION OPERATIONS PER ACCEPTED OSHA PRACTICES AND AS SPECIFIED. 4. ACCESS TO ROOF FOR CONSTRUCTION SHALL BE AS DESIGNATED BY OWNER. STORAGE OF MATERIALS SHALL BE AT NE CORNER OF BUILDING. CONTRACTOR TO PROVIDE BARRICADES AND PROTECTION FOR MATERIALS AND TRAFFIC. MAINTAIN ACCESS AND EGRESS TO AND FROM BUILDING AT ALL TIMES. 5. NEW ROOFING SYSTEM BASE BID TO HAVE A 20 -YEAR SYSTEM WARRANTY. 6. ALL EXISTING CURB AND PIPE PENETRATIONS SHALL BE EXTENDED ABOVE NEW ROOF SURFACE TO PROVIDE MINIMUM 8 -INCH FLASHING HEIGHT EXCEPT AS OTHERWISE NOTED. 7. CONTRACTOR SHALL COORDINATE ROOFING WORK WITH MASONRY (SUB) - CONTRACTOR IN REGARDS TO COPING CAP REMOVAL AND REPLACEMENT. 8. CONTRACTOR SHALL REMOVE EXISTING PLYWOOD SHEATHING IN NE CORNER OF UPPER ROOF AND REMOVE EXISTING 2 INCH BEVELED BOARDS 2 x 12 SUPPORTS BACK 10 FEET FROM EAST WALL AND RESPLICE NEW 2 x 12's TO REDUCE SLOPE TO MATCH WALL FLASHING HEIGHT 6 FEET SOUTH OF INTERSECTION OF CHIMNEY AND ROOF. REINSTALL EXISTING SHEATHING FOR NEW ROOFING. 9. INSTALL NEW METAL DRAIN STRAINERS ON ALL EXISTING ROOF DRAINS. 10. EXTEND LADDER FROM ROOF HATCH PER DETAIL. SEALANT NEW SECUREMENT FASTENED AT PRE FINISHED SURFACE RASE OF WALL OR CURB MOUNT METAL . COUNTERFLASHING ALTERNATE BASE FASTENIIIG --PVC FLASHING TO ACCEPTABLE SUBSTRATE SPECIFIED SECUREMENT ,r - -HOT --AIR WELD % r---- PVC MEMBRANE EXISTING PLYWOOD DECK 1/4" DENS - DECK Lq 01 SCALE = N.T.S. NOTE: AT BOLLARD FLASHING -- METAL FLASHING TO MATCH EXISTING 2.25" HORIZONTAL - 2" VERTICAL a� W C3 z 00 I� a 6 0 PIPE PENETRATION SEALANT NEW STAINLESS STEEL HOSE CLAMP ALUMINUM TAPE (SEE NOTE) PVC FLASHING MEMBRANE FASTENER AND DISC PVC BASE FLASHING, � -PVC MEMBRANE EXISTING PLYWOOD DECK 1/4" DENS - DECK SCALE = N.T.S. EXISTING UNIT -- GROMMETTED FASTENER 12 INCHES O.C. METAL EXTENDER PIECE WITH SEALANT ONTO BACK SIDE 3 /--HOT-AIR WELD W EXISTING PLYWOOD DECK -7%4 Utl'IJ - UGLIC ("6 CURB DETAIL 1 SCALE = N.T.S. q ; ►AMwwww�Iwwwwvw�AVIMM ■iii = wWAFAFA •• ■ i i ■ . MINIM ■I ■ ■ ■I■ ■ Ll •T.T. t. ■ �p ■ 1 3 D 4 ' 50' -1" Pv ' DE i SEE NOTE 2 -b 4 4 � Hlgi ROOF 4 t 4 1 IM. ORV ~-- PVo t • • t � � t 1 � SCALE = 3/32 = 1' -0" CHIMNEY ---- SEE NOTE 8 /l/ :i 4 HIGH 0, / ROOF U z 2z -3i*$ 2 co 1 Lo N DETAIL e t 4 CONDUITS SEE DETAIL e ECUMENICAL CENTER 2, -3° EXISTING METAL CAP. INSTALL NEW COUNTER- FLASHING UNDER METAL VERTICAL. ROOF PLAN NOTES: 1. EXISTING. ROOFING SYSTEM ON BOTH ROOFS CONSISTS OF MECHCANICLLY FASTENED HYPALON SHEET, ONE -HALF FIBERBOARD INSULATION, MODIFIED BASE SHEET MECHANICALLY FASTENED TO ONE INCH THICK WOOD SHEATHING DECK STRUCTURALLY SLOPED. 2. BASE BID FOR ROOF AREAS IS AS FOLLOWS: a. REMOVE EXISTING MEMBRANE, FLASHINGS, INSUALTION AND BASE SHEET FROM ROOF DECK, CURBS AND MASONRY WALLS. INSTALL NEW ONE - QUARTER INCH DENS -DECK MECHANICALLY FASTENED TO PLYWOOD DECK. INSTALL NEW MECHANICALLY FASTENED 60 MIL PVC MEMBRANE b. EXISITNG MEMBRANE ON CLERSTORY STRUCTURE TO REMAIN. c. EXISTING TAPERED INSULATION BETWEEN WEST INNER COURT ROOF WALL AND CLERSTORY TO REMAIN (SEE DETAIL 2 SHEET 3). REMOVE ANY WET AND REPLACE WITH NEW 3. CONTRACTOR RESPONSIBLE FOR REMOVING ALL ROOF MATERIALS FROM ROOF DEMOLITION OPERATIONS PER ACCEPTED OSHA PRACTICES AND AS SPECIFIED. 4. ACCESS TO ROOF FOR CONSTRUCTION SHALL BE AS DESIGNATED BY OWNER. STORAGE OF MATERIALS SHALL BE AT NE CORNER OF BUILDING. CONTRACTOR TO PROVIDE BARRICADES AND PROTECTION FOR MATERIALS AND TRAFFIC. MAINTAIN ACCESS AND EGRESS TO AND FROM BUILDING AT ALL TIMES. 5. NEW ROOFING SYSTEM BASE BID TO HAVE A 20 -YEAR SYSTEM WARRANTY. 6. ALL EXISTING CURB AND PIPE PENETRATIONS SHALL BE EXTENDED ABOVE NEW ROOF SURFACE TO PROVIDE MINIMUM 8 -INCH FLASHING HEIGHT EXCEPT AS OTHERWISE NOTED. 7. CONTRACTOR SHALL COORDINATE ROOFING WORK WITH MASONRY (SUB) - CONTRACTOR IN REGARDS TO COPING CAP REMOVAL AND REPLACEMENT. 8. CONTRACTOR SHALL REMOVE EXISTING PLYWOOD SHEATHING IN NE CORNER OF UPPER ROOF AND REMOVE EXISTING 2 INCH BEVELED BOARDS 2 x 12 SUPPORTS BACK 10 FEET FROM EAST WALL AND RESPLICE NEW 2 x 12's TO REDUCE SLOPE TO MATCH WALL FLASHING HEIGHT 6 FEET SOUTH OF INTERSECTION OF CHIMNEY AND ROOF. REINSTALL EXISTING SHEATHING FOR NEW ROOFING. 9. INSTALL NEW METAL DRAIN STRAINERS ON ALL EXISTING ROOF DRAINS. 10. EXTEND LADDER FROM ROOF HATCH PER DETAIL. SEALANT NEW SECUREMENT FASTENED AT PRE FINISHED SURFACE RASE OF WALL OR CURB MOUNT METAL . COUNTERFLASHING ALTERNATE BASE FASTENIIIG --PVC FLASHING TO ACCEPTABLE SUBSTRATE SPECIFIED SECUREMENT ,r - -HOT --AIR WELD % r---- PVC MEMBRANE EXISTING PLYWOOD DECK 1/4" DENS - DECK Lq 01 SCALE = N.T.S. NOTE: AT BOLLARD FLASHING -- METAL FLASHING TO MATCH EXISTING 2.25" HORIZONTAL - 2" VERTICAL a� W C3 z 00 I� a 6 0 PIPE PENETRATION SEALANT NEW STAINLESS STEEL HOSE CLAMP ALUMINUM TAPE (SEE NOTE) PVC FLASHING MEMBRANE FASTENER AND DISC PVC BASE FLASHING, � -PVC MEMBRANE EXISTING PLYWOOD DECK 1/4" DENS - DECK SCALE = N.T.S. EXISTING UNIT -- GROMMETTED FASTENER 12 INCHES O.C. METAL EXTENDER PIECE WITH SEALANT ONTO BACK SIDE 3 /--HOT-AIR WELD W EXISTING PLYWOOD DECK -7%4 Utl'IJ - UGLIC ("6 CURB DETAIL 1 SCALE = N.T.S. REVISIONS i it �— Ll �p ■ �� ■ L) ■ r ■ REVISIONS i it ■ r REVISIONS i it REMOVE DETERIORATED NOTE #22 MASONRY - TUCKPOINTING REPAIR NOTES: 1. REPOINT 91 HOMM APO VERTICAL. MASM JOINTS IN WALL ROM AND REPLACE 22 BRICK (3-5/8 10 x 2-1/4 WQ WflH NEW LINDEIR STW 0OPW MM AND REPLACE COPING FOR BRICK REPLAMIENT. REmm me la4m NEW SEALANT BOLLARD CAP & REPLACE OTE #27 NOTE #19 (TYP.) ALL BALLUSTERS 001 BOrT0MSVDNEENDCAPMWESTSM SEEPHOTOS 1 &2 W/NEW SEE DETAIL 3/3 N I REPOINT 5 LF. OF HORRONIX MASONRY JOINTS IN WALL SEE PHOTO 3 I REMOVE DETERIORXED SEALANT AT STONE END CAPS AND TOP OF BALLLISIM SEAL. CUM WITH Off GROLIT W SEAL. SEE PHOTO 4 HIMNEY F40W ALL HORUNM AND VEIMCAL MASONRY JOINTS IN WALL ROM FFTY 50 (8 M x 2-1/2 " BWCS IN WALL AND 22 (3-5/8 00 x 2-1/4) INCH BRICK WITH NEW LINDM SM COM ROM AND REPLACE COPM FOR BRICK REPLACEMENT. SEE PHOTO 5 5. REPOINT ALL HORIZONIX NO VERTICAL. MASONRY JOINTS IN WL ROM AND REPLACE 20 BRICK WITH NEW` (3 5A 10 x 2 IA WO LINDER Mw COPM Rwx No REPLACE COPING mR &= Reumm. mm A41) REPLACE 3o BRICK WRH 0 Pv NOTE #2 0 Pv NEW (8 WCH x 2-1/2 Wf� MM DOW MORUR JOINT IN CORNER NO REPLACE WITH SOFT JOINT PER DErM_ SEE PHOTO 6 0 Pv NOTE 4 IBM W REPLACE 2 SPALLED BRICK WITH NEW` (8 INCH x 2 -1/2 INW). SEE PHOTD 7 OD cn 0-) 0 0 7. ROM DETERIONED SEALANT AT BALLUSIM SEAL CRACK WITH EPW GROUr AND SEAL SEE PHIN 8 NOTE #27 RV Pv RV $p & REMOVE AND R04ACE 2 BRICK WITH NEW (6 INCH x 2 -1/2 FE] NOTE #1 (D ------------ 9. REMOVE AND REPLACE 4 SPALLED BRICK (3-5A 00 x 2-1/4 WaH WW. IBM DSM MWN JIM DEEP FROM Veff" JOINT OF KMWITON A OF BRICK A41) STONE T LOWER NORTH END A141) REIlACE WIN SEALANT. FE] 10. RMff 2D LF. OF HOREDWAL WAS(*lRY JONS IN VAL ROM A41) ROUCE 27 BRICK WITH WN (3-5/18 INCH 2-1/4 10) LNVER SM COPM MM AND REIVa COPM FOR BRICK REPLACEMIDff. MM DOW MORTAR JOINT IN CW0 M REPLACE WITH SOFT JOINT PER DErM_ SEE PHCITOS 9 & 10 NOTE #5 NOTE #21 11. REPOINT 20 Lr. HOR2CNTX AND 5 LF. OF VGUICAL. MASOMtY JOINTS IN WAIL MM AND MUM 20 BRICK (3-5/8 INCH x 2-1/4 WITH NEW LWDER STDNE MVa MM AND REPLACE OWW FOR BRICK REPLACEMENT. IWALL NEW JOINT DSEALANT FOR AL STONE CAP& SEE PHOTO 11 NOTE #6 12. ROM DOW SEALANT A41) #WALL NEW ON STONE JOKM SEE PHOTO 12 (D NOTE #28 6' 1& SEAL. CRACK IN BALLISM WITI EPOV GROLn AND SDL SEE PHOTO 13 rE WALL NEW JOINT SEALANT FOR ALL HORWM AND VERTICAL SM11ECAPS. ON THE TOP HORIZONX -1/2) 10 BRICKS IN WALL AND 18 (3-5/8 INCH x 2-1/4) INCH BRICK WITH NEN. IBM BMW DEUMTED SEALANT 50 Iv 2 3 14. IBM 110 (8 INCH x 2 CAP WX SEALANT WX PIMIETM OF CAP. ALL OM STONE CAPS NEW SEALANT ON ROOF SIDE AM 11 WCHES TONARDS SOLITH N OTE 7 NOTE #24 5/8 INCH 2-1/4 2 LARGE (a INCH 2 -1/2 10) BRICK. SEE PHOTO 14 I& OWE MM MU& CMMWMM RW& AND REPLACE 18 SMAIL BRICK (3 NOTE #20 CD . . . . . ....... I& MM DZIN SE4ANT A41) *WALL NEIN ON 4 STONE JOINTS ..... ... 771 17. MIX SEALANT NO INSML NEW (20 LF.) AT INTEIMM OF STONE COLLIMN AND BRICK 1119L SEE PHCTDS 15 18) .1711177777 I& TUCKPOINT 2 LF, OF OPEN MASM JOINIS ON LWM WALL SEE PHOTO 17 ..... NOTE 18 o ...... 19. MM EXIS11110 DEVERIORM SEALANT AT BASE OF ALL BAIULISTERS ENTIRE LIPPER ROOF (IBASE - 9 NCHES 8 1100� WWL WX WW. SEE PHOTO #0 MR 7VICAL. WILISO am Pv u 0 AL RV 0 0 MM MW SW COPW CAP& MM ALL WET DEJEIMlED MORM CLEAN CAP% APKY WATER WELLANT NO WWALL PER DETA 1/1 WITH WN THRLI-Wla PRE-FMIED W& RAS010. REMOVE RV FAI RV Pv EXISTING 21. REMOVE 00STING bUAL COLINWASHIK RUNE AND REPLACE 13 LARGE (8 INCH x Y/FT. 2 -1/2 IN" BRICK. REMOVE MW %AM AND INSTALL. MY ON 3 STONE JOINTS PHOTO # 1- PHOTO # 2 ROOF VENTS SLOPE S n CM THIRD irr" AND 2ND IFLOOR MNE UWF; AS NOTED ON WMS AND KM OF ALL E"W& APPLY WIATER REPELLANT AFfER CLUM LEDGE SEE PHOTO 18, CWFO07E WORK CAS ENIRNM WM SENIOR CENIER STAF AND CITY MMM Srff FOR CLOSING ff AW",,,XWM MW WARNING SIGNS &M SIDEWALK A% ENTRANCES AS FMM FOR EVERIOR WORK NOTE #22 FAI =�MNER COURT 2& ON AM MW EXPOSED SlIDNE COPING CAPS AW MMM (LIPPER ROOF A% Na COt" CI.EAN CAPS AM WILISTERS. APPLY WER REPELLANT ON AM EXPOSED SWIM OF COPING CAPS *0 BALLIZIERS. COORDW-FE Ww om OMM WITH SENIOlt CWH WAM Cff MiUM SrAff M CLOM Off ANY SIDEWALKS. PROVU WOW SIGNS AM SIDEIIIALK AND ENTRANCI3 AS REIAM IFOR MOM WORIK CD S 24. REMOVE TOP V INCH LONG STONE CAP AND STONE COPMG QVI& REPLACE WITH THE TWO DOM CAPS WITH CAPS PER DETAL 4 SHEET 3 NO REIWALL TOP 07 INCH CAP m .... .. ..... . 25. ROM 68 INCHES OF DEMWM VEIRM JOINT SUM ON MEIAL PANEL. AND INSTAIL NEW SEALANT 0 UPPER RV 2& REMOVE AND REPLACE 5 BRICK (3-5/8 INCH 2-1/4 WITH NEW. ry L-Li C) S FAI 27. ROM DEMORM SE4ANT AT ALL JOINTS BETWEEN BALIUSlER COPM CAPS AND WRL NEW BACKER ROD A41) SEALANT FL CN LEV- __j REMM TWO (2-1/4 INCH 7 BRICKS P§ tAL NO REPLACE WITH NEW. 000 ds 20-21t L ECUMEN11 0 ......... CLEAN SURFACE CLEAN SURFACE FAI RV 35 -211 0 RV RV Y-ZZZ/-Z NOTE #8 1 0 1/4 0 fQ 00 -2fl 50 Pv 34f 2 Z/_Z_j .... ..... . ...... . . . . ...... NOTE #25 J1 PHOTO # 3 PHOTO # 4 NOTE '114 El DO . .. . I % NOTE #2 NOT 10 . . ............... OR ORV vo SCAL 3/4* V-0" 00000000co MOO= 0000000000 EXISTING 3RD FLOOR DETAIL .......... -0" SCALE 3/4" 1' ------------ NEW PRE-MOLDED BRICK COMPRESSIBLE JOINT FILLER F .. .... ..... NORTH w ALLUSTERS 17 MASON REPAIR PLAN z w SCALE 3/32 1 0 0 ............ z z w N � F_ z PHOTO # 5 PHOTO # 6 F- W TYP. CORNER WALL JOINT DETAIL,, 0� F� Liz. SCALE: N.T.S. 0 U) z .......... ........... ................. ... . ... ..... .... w z w .............. ..... ........... .......... ........... Mom 0 Z ........... co 0... .. ...... .......... ...... .............. .............. ME REVI SIONS . ............ . ...... . ............ 4-26-2 0 010 SPA PHOTO # 7 PHOTO # 8 PHOTO # 11 PHOTO # 13 PHOTO # 15 PHOTO # 17 scale .......... ... ....... ............. AS NOTED lop....... ..... drawn by SPA. ...... ...... .......... . ...... ..... app wed )v DILS .......... ............ 04-03-08 .............. #3. NOTE 4 J27 PHOT -0 # 9 PHOTO # 10 PHOTO # 12 PHOTO # 14 PHOTO # 16 PHOTO # 18 07135 NEW 1/2" x 1/8' BAR EACH SIDE OF LADDER 1/2' EXPANSION BOLTS L 1 -1 /2x1 -1 /2x Y4 x 3' ANGLE W/ iii' BOLT (BOLT TO 1-1/2" BAR) r NEW 1 -1/2' BAR CUT LINE " s 1/2' DIA. BOLTS NEW 1 -1/2" BAR EXISTING 1' FLAT BAR ELEVATION VIEW "B" Scale: 3" = 1' -0" I M '�- NEW 3/4 "O RUNG NEW 1 -1/2' BAR EXISTING CURB . H ......................... .... ..............................f R 0 v EXISTING 314'O RUNG l .,,,...,,,.... .......................,.,,,,,. ,.,.......,..y F........................................................ ............................... � TYPICAL L 1- 1/2x1 -1/2x 1/4 B NEW 1 -1 2' BAR x 3' ANGLE '� W/ ,l' BOLT s (BOLT TO 1 -1/2 BAR) EXISTING LADDER WASHER, LOCK WASHER, NUT, & BOLT BUILDING WALL EXISTING 3 4 "O RUNG r-�• oasn� VIEW A -A Scale: 1 -1/2" = V -0" r� 55. ;r f�. r; ;f- NEW 1-1/2" BAR NEW 314'O RUNG NEW 1-1/2' BAR r CUT LINE E L L 1-1/2x1 — x 3" ANGLE W/ )" BOLT (BOLT TO 1-1/2' BAR) PLAN VIEW Scale: 1 -1/2" = 1' -0" ►ir -.y. A J IrM n A n LADDER EE I"aIT,Iwo f] 11 c� 1/2- EXPANSION BOLTS EXISTING BUILDING WALL Scale: 1 -1/2" = 1' -0" j C, oc E 14 a B A•• FA fi r c0 3/8' DOWEL EMBEDDED IN SEALANT L_„1�11NG BALLUSTRADE Scale: EXISTING HYPALON MEMBRANE ON CI ERSTORY CUT EXISTING MEMBRANE & REMOVE EXISTING PLATES AND FASTENERS 0 12" O.C. — TYP. NEW PVC MEMBRANE INSTALL NEW PLATES AND FASTENERS • ' F , f,. EXISTING THRU WALL COPPER FLASHING f' s CUT & INSTALL f NEW PRE FINISHED METAL COUNTER FLASHING O s 00 EXISTING TAPERED POLYISO INSUL. - OVER 1/211 GYP. BD, OVER 3/4' PLYWOOD DECK NEW 1 /4' DEN —DECK - EXISTING HYPALON SEAM w — VARIES Cl" 3" SPECIFIED SECUREMENT (TYP.) am FLASHING DETAIL (ENDWALL SIMILAR Scale: N.T.S. fi d- r 1 An fi Log OS I � Ili BUD 1111101111111 C IJ _in 00 R �r � � s —4-- f Wi 1/2' DIA. BOLTS NEW 1 -1/2" BAR EXISTING 1' FLAT BAR ELEVATION VIEW "B" Scale: 3" = 1' -0" I M '�- NEW 3/4 "O RUNG NEW 1 -1/2' BAR EXISTING CURB . H ......................... .... ..............................f R 0 v EXISTING 314'O RUNG l .,,,...,,,.... .......................,.,,,,,. ,.,.......,..y F........................................................ ............................... � TYPICAL L 1- 1/2x1 -1/2x 1/4 B NEW 1 -1 2' BAR x 3' ANGLE '� W/ ,l' BOLT s (BOLT TO 1 -1/2 BAR) EXISTING LADDER WASHER, LOCK WASHER, NUT, & BOLT BUILDING WALL EXISTING 3 4 "O RUNG r-�• oasn� VIEW A -A Scale: 1 -1/2" = V -0" r� 55. ;r f�. r; ;f- NEW 1-1/2" BAR NEW 314'O RUNG NEW 1-1/2' BAR r CUT LINE E L L 1-1/2x1 — x 3" ANGLE W/ )" BOLT (BOLT TO 1-1/2' BAR) PLAN VIEW Scale: 1 -1/2" = 1' -0" ►ir -.y. A J IrM n A n LADDER EE I"aIT,Iwo f] 11 c� 1/2- EXPANSION BOLTS EXISTING BUILDING WALL Scale: 1 -1/2" = 1' -0" j C, oc E 14 a B A•• FA fi r c0 3/8' DOWEL EMBEDDED IN SEALANT L_„1�11NG BALLUSTRADE Scale: EXISTING HYPALON MEMBRANE ON CI ERSTORY CUT EXISTING MEMBRANE & REMOVE EXISTING PLATES AND FASTENERS 0 12" O.C. — TYP. NEW PVC MEMBRANE INSTALL NEW PLATES AND FASTENERS • ' F , f,. EXISTING THRU WALL COPPER FLASHING f' s CUT & INSTALL f NEW PRE FINISHED METAL COUNTER FLASHING O s 00 EXISTING TAPERED POLYISO INSUL. - OVER 1/211 GYP. BD, OVER 3/4' PLYWOOD DECK NEW 1 /4' DEN —DECK - EXISTING HYPALON SEAM w — VARIES Cl" 3" SPECIFIED SECUREMENT (TYP.) am FLASHING DETAIL (ENDWALL SIMILAR Scale: N.T.S. fi d- r 1 An fi Log OS I � Ili BUD 1111101111111 t C IJ _in �r —4-- III � 0 1 o c CD N t _in �r t III � 0 1 o c r i i i REVISIONS �I