ROOF REPLACEMENT 2022 - PHASE 2 - garycsc.k12.in.us

ROOFING AND RELATED WORK FOR:

GARY COMMUNITY SCHOOL CORPORATION

ROOF REPLACEMENT 2022 - PHASE 2

PROJECT MANUAL

Commission No. F20069

Set Number: _________

221 West Baker Street Fort Wayne, Indiana 46802 Tel: 260.422.7994 Fax: 260.426.2067

F20069 GCSC ROOF REPLACEMENT 2022 - PHASE 2 09-17-2021

MRaeTable of Contents

00 0110 - 1

SECTION 00 0110TABLE OF CONTENTS

PROCUREMENT AND CONTRACTING REQUIREMENTSDIVISION 00 -- PROCUREMENT AND CONTRACTING REQUIREMENTS

00 0110 - Table of Contents00 1113 - Legal Notice00 2100 - Instruction to Bidders00 2213 - Supplementary Instructions to Bidders00 4150 - Contractor's Bid Supplement to Form 9600 5000 - Contracting Forms and Supplements00 5200 - Agreement Form00 7200 - General Conditions00 7300 - Supplementary ConditionsA101 - 2017 Exhibit A - Insurance and Bonds

SPECIFICATIONSDIVISION 01 -- GENERAL REQUIREMENTS

01 1000 - Summary01 1013 - Summary of Roofing Removal - Asbestos Abatement01 1746 - Cutting and Patching of Asbestos Containing Materials01 1748 - Codes, Regulations and Standards - Asbestos Abatement01 1757 - Regulated Areas Asbestos Abatement01 2000 - Price and Payment Procedures01 2100 - Allowances01 2200 - Unit Prices01 2500 - Substitution Procedures01 3000 - Administrative Requirements01 4000 - Quality Requirements01 4219 - Reference Standards01 5000 - Temporary Facilities and Controls01 6000 - Product Requirements01 7000 - Execution and Closeout Requirements01 7800 - Closeout Submittals

DIVISION 02 -- EXISTING CONDITIONS 02 4170 - Selective Demolition - Roofing02 4181 - Removal of Asbestos - Containing Materials02 4184 - Disposal of Asbestos - Containing Waste Material

DIVISION 03 -- CONCRETE DIVISION 04 -- MASONRY

04 0100 - Masonry Restoration and Cleaning


MRaeTable of Contents

00 0110 - 2

DIVISION 05 -- METALS DIVISION 06 -- WOOD, PLASTICS, AND COMPOSITES

06 1000 - Rough CarpentryDIVISION 07 -- THERMAL AND MOISTURE PROTECTION

07 1010 - General Roofing Considerations07 5300 - Elastomeric Membrane Roofing07 6200 - Sheet Metal Flashing and Trim07 7100 - Roof Specialties07 7500 - Roof Drainage, Mechanical and Electrical07 9200 - Joint Sealants

DIVISION 08 -- OPENINGS DIVISION 09 -- FINISHES DIVISION 10 -- SPECIALTIES DIVISION 11 -- EQUIPMENT DIVISION 12 -- FURNISHINGS DIVISION 13 -- SPECIAL CONSTRUCTION DIVISION 14 -- CONVEYING EQUIPMENT DIVISION 21 -- FIRE SUPPRESSION DIVISION 22 -- PLUMBING DIVISION 23 -- HEATING, VENTILATING, AND AIR-CONDITIONING (HVAC) DIVISION 26 -- ELECTRICAL DIVISION 27 -- COMMUNICATIONS DIVISION 28 -- ELECTRONIC SAFETY AND SECURITY DIVISION 31 -- EARTHWORK DIVISION 32 -- EXTERIOR IMPROVEMENTS DIVISION 33 -- UTILITIES

END OF SECTION

F20069 GCSC ROOF REPLACEMENT 2022 – PHASE 2 2021-09-20

MRae LEGAL NOTICE 00 1113-1

NOTICE TO CONTRACTORS

Notice is hereby given that the Gary Community School Corporation will receive sealed bids from experienced and eligible contractors at the Gary Community School Corporation; Attn: Nicole Wolverton; 900 Gerry Street, Gary, Indiana 46407, until 12:00 p.m. local time on the following Dates: Project R-5 – West Side Leadership Academy Bid Date: October 19, 2021 Project R-6 – West Side Leadership Academy Bid Date: October 19, 2021 Project R-7 – Beveridge Elementary School Bid Date: October 21, 2021 These projects will be for the:

Roofing and Related Work for: GARY COMMUNITY SCHOOL CORPORATION

ROOF REPLACEMENT 2022 – PHASE 2

GARY COMMUNITY SCHOOL CORPORATION 2020 CAPITAL PROJECTS FUND

Bids will be opened and read immediately after submission of proposals at the Gary Community School Corporation; West Side Leadership Academy, 900 Gerry Street, Gary, Indiana 46407. Bidders shall include with their bid, a bid deposit in the amount of 5% of the total bid in the form of a bank draft, certified check, money order or bid bond. Bids shall be properly and completely executed on Revised Form No. 96 as required by the Statutes of Indiana. Each bid proposal shall include all labor, material and services necessary to complete the project in strict accordance with the drawings and specifications as prepared and on file in the office of MARTINRILEY architects|engineers. Plans, specifications, bid forms and instructions to bidders are on file and are available at Eastern Engineering Supply, Inc., 9901 Allisonville Road, Fishers, Indiana 46038 (317) 598-0661, for a deposit of $100.00 each set. This deposit will be refunded provided a bid is submitted and said plans and specifications are returned in good order within (10) days of the bid date. A Pre-Bid Conference will be held at 10:00 a.m., local time Tuesday, October 5th, 2021, at the Gary Community School Corporation; West Side Leadership Academy, 900 Gerry Street, Gary, Indiana 46407. Attendance at this pre-bid conference by an agent of each Prime Bidder is STRONGLY RECOMMENDED.

This meeting will be held in the gymnasium. To access the building – please park at the south parking lot and enter through the building at the doors located on the south perimeter of the building. The gymnasium is located adjacent to this entrance.

The Gary Community School Corporation reserves the right to reject any or all bids.

Gary Community School Corporation First Legal: September 20, 2021 Second Legal: September 27, 2021


MRaeInstructions to Bidders

00 2100 - 1

SECTION 00 2100INSTRUCTIONS TO BIDDERS

PART 1 FORM OF GENERAL CONDITIONS1.01 THE INSTRUCTIONS TO BIDDERS APPLICABLE TO THIS CONTRACT ARE INCORPARATED

INTO THE PROJECT MANUAL BY REFERENCE, AND ARE A PART OF THE DOCUMENTS ASMUCH AS IF THEY HAD BEEN REPRINTED IN THEIR ENTIRETY.A. AIA Document A701, current edition, "Instructions to Bidders", Articles 1 through 8, as

published by The American Institute of Architects, 1735 New York Avenue, N.W., Washington,D.C. 20006 are hereby, except as may be inconsistent herewith, made part of these ContractDocuments.

B. Copies of the Instructions to Bidders, AIA Document A701 2018, are available upon requestfrom the Architect.

1.02 RELATED REQUIREMENTSA. Section 00 2213 - Supplementary Instructions to Bidders.

PART 2 SUPPLEMENTARY INSTRUCTIONS TO BIDDERS2.01 REFER TO DOCUMENT 00 2213 FOR AMENDMENTS TO THESE INSTRUCTIONS TO

BIDDERSEND OF SECTION

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MRaeCONTRACTOR'S BID SUPPLEMENT TO FORM 96

00 4150 - 1

SECTION 00 4150CONTRACTOR'S BID SUPPLEMENT TO FORM 96

THIS FORM IS TO BE USED AS A SUPPLEMENT TO FORM 96 (CURRENT EDITION) AND SHALLBE INCLUDED WITH CONTRACTOR’S BID.

TO:Board of School Trustees Gary Community School Corporation 9th Avenue, Gerry Street Gary, Indiana 46406

FOR:Gary Community School Corporation Roof Replacement 2022 - Phase 2

Project R-5 - West Side Leadership AcademyBid Date: October 19, 2021 at 12:00pm CSTProject R-6 - West Side Leadership AcademyBid Date: October 19, 2021 at 12:00pm CSTProject R-7 - Beveridge Elementary SchoolBid Date: October 21, 2021 at 12:00pm CSTContractor shall make copies of this form for use at each Bid Opening

THE FOLLOWING DOCUMENTS, EITHER ENCLOSED HEREIN OR OBTAINED SEPARATELY,SHALL BE INCLUDED WITH THE BIDDERS PROPOSAL IN ORDER TO QUALIFY AS ARESPONSIBLE BID.

FORM NO. 96 (CURRENT EDITION) as prescribed by Indiana State Board of AccountsCONTRACTOR'S BID SUPPLEMENT TO FORM 965% BID BOND or CERTIFIED CHECK for 5% of the BidRECORD OF CONTACTED WOMEN MINORITY BUSINESS ENTERPRISES (WMBE) &EMERGING BUSINESS ENTERPRISES (EBE)CERTIFICATE(S) OF INSURANCELIST OF SUBCONTRACTORSNON-COLLUSION AFFIDAVITEXPECTED CONSTRUCTION SCHEDULE



00 4150 - 2

PURSUANT TO NOTICES GIVEN, THE UNDERSIGNED PROPOSES TO FURNISH ALLMATERIALS AND LABOR NECESSARY TO COMPLETE THE FOLLOWING WORKACCORDING TO DRAWINGS AND SPECIFICATIONS AND ADDENDUM (RECEIPT OF SAIDADDENDUM BEING ACKNOWLEDGED) AS PREPARED BY MARTINRILEYARCHITECTS|ENGINEERS. OUR BID(S) ARE AS FOLLOWS:

PROJECT R-5: WEST SIDE LEADERSHIP ACADEMYBase Work R-5: The removal of existing flexible sheet roofing (ballasted and fully adhered) andbuilt-up roof systems down to structural deck and installation of new fully adhered EPDM roofsystem on roof areas <14>, <15>, <16>, <17>, <18A>, <18B>, <19>, <20>, <21>, <22> and<23>_________________________________________________ Dollars $_______________(Amount in words) (Figures)

PROJECT R-6: WEST SIDE LEADERSHIP ACADEMYBase Work R-6: The removal of existing flexible sheet roofing (ballasted and fully adhered) andbuilt-up roof systems down to structural deck and installation of new fully adhered EPDM roofsystem on roof areas <24>, <25> and <26>._________________________________________________ Dollars $_______________

PROJECT R-7: BEVERIDGE ELEMENTARY SCHOOLBase Work R-7: The removal of existing flexible sheet roofing (ballasted) and built-up roofsystems down to structural deck and installation of new fully adhered EPDM roof system onroof areas <1>, <2>, <4>, <5>, and <6>_________________________________________________ Dollars $_______________(Amount in words) (Figures)



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UNIT PRICES: IF EXTRA WORK IS NECESSARY OR REQUESTED, SUCH WORK SHALL BECOMPLETED ACCORDING TO WRITTEN INSTRUCTIONS OF THEARCHITECT/CONSULTANT AND OWNER FOR THE FOLLOWING UNIT PRICE:

The bidder shall state the amount to remove existing damaged or deteriorated metal deckingand replace with new 22 ga 1-1/2" metal decking to match existing. New decking shall beinstalled and fastened per industry standardsADD $_________________________________________________per square footThe bidder shall state the amount to remove existing damaged or deteriorated cementitiouswood fiber decking and replace with new to match existing. New decking shall be installed andfastened per industrty standardsADD $_________________________________________________per square footThe bidder shall state the amount to remove any damaged or deteriorated wood blocking andreplace with new exterior grade treated lumber to match existing.ADD $_________________________________________________per board footThe bidder shall state the amount to remove damaged or deteriorated roof drain (4") andreplace with new cast-iron roof drain to match existing size +10' of new insulated schedule 40PVC drain line to match existing size tying into existing horizontal drain line with no-hub adapterADD $_________________________________________________eachThe bidder shall state the amount to provide additional brick replacementADD $_________________________________________________per brickThe bidder shall state the amount to provide additional masonry expansion jointsADD $_________________________________________________per lineal footThe bidder shall state the amount to provide additional mortar replacement at head/bed jointsof brick veneerADD $_________________________________________________per lineal footADD $_________________________________________________per square foot



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ADDENDA: THE UNDERSIGNED HERE ACKNOWLEDGES RECEIPT OF THE FOLLOWINGADDENDUM(S) COVERING REVISIONS TO THE DRAWINGS AND/OR SPECIFICATIONS, THECOST OF SUCH REVISIONS, IF ANY, BEING INCLUDED IN THE BID SUM QUOTED ABOVE:

Addendum No. _______________ Dated _______________Addendum No. _______________ Dated _______________Addendum No. _______________ Dated _______________

COMPLETION TIME: THE UNDERSIGNED AGREES TO BEGIN WORK PROMPTLY AND HAVETHE WORK SUBSTANTIALLY COMPLETED WITHIN THE TIME PERIOD IDENTIFIED IN THEINSTRUCTION TO BIDDERS COMPLETION TIME SCHEDULE.CONTRACTOR'S STATEMENT OF PREBID CONFERENCE ATTENDANCE: THE BIDDERHEREBY STATES THAT THE FOLLOWING INDIVIDUALS REPRESENTING THEIR FIRM,HAVE ATTENDED THE PREBID CONFERENCE AND HAVE CONVEYED TO THEM THESALIENT INFORMATION CONTAINED IN THE DRAWINGS AND SPECIFICATIONS AND THEINTENT OF THE OWNER AND ARCHITECT TO THEM:

___________________________________________________________________________(Name and Title)

___________________________________________________________________________(Name and Title)

GUARANTEE OF PRICES: BY SIGNING THEIR PROPOSALS, THE BIDDERS AGREE TOGUARANTEE THEIR PRICES FOR SIXTY (60) CONSECUTIVE DAYS FROM SUBMITTAL DATEAND TO ENTER INTO AGREEMENT WITH THE OWNER TO PERFORM THE WORK FOR THESTATED BID SUMS AT ANY TIME DURING THIS PERIOD.LEGAL STATUS OF BIDDERS: UNDERSIGNED BIDDER WILL RECEIVE SERVED OR MAILEDCOMMUNICATIONS AT THE FOLLOWING LEGAL ADDRESS:STREET________________________________________________________________________CITY _____________________________________ STATE___________________ ZIP________THE UNDERSIGNED DECLARES THEIR LEGAL STATUS AS:_______________________________________________________________________________

(Sole Proprietor, Partnership, or Corporation)ORGANIZED UNDER THE LAWS OF THE STATEOF______________________________________________NAMES AND ADDRESS OF ALL PARTIES WHO ARE PARTIED TO THIS PROPOSAL:_______________________________________________________________________________

(Name of Entity)_______________________________________________________________________________

(Address)_______________________________________________________________________________

(Name and Title)_______________________________________________________________________________

(Signature)



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SIGNED AND SEALED THIS_____________ DAY OF____________ 20____CONTRACTOR'S STATEMENT OF PERFORMANCE AND LABOR/MATERIAL PAYMENTBONDS: THE BIDDER HEREBY STATES THAT THE BONDS REQUIRED FOR THIS PROJECTWILL BE PROVIDED BY AND UNDERWRITTEN BY THE FOLLOWING COMPANY AND THATTHIS COMPANY IS RATED A OR A+ BY BEST INSURANCE REPORTS._______________________________________________________________________________

(Name and Title)_______________________________________________________________________________

(Address)

END OF SECTION


MRaeContracting Forms and Supplements

00 5000 - 1

SECTION 00 5000CONTRACTING FORMS AND SUPPLEMENTS

PART 1 GENERAL1.01 AGREEMENT AND CONDITIONS OF THE CONTRACT

A. See Section 00 5200 - Agreement Form for the Agreement form to be executed.B. See Section 00 7200 - General Conditions for the General Conditions.C. See Section 00 7300 for the Supplementary Conditions.D. The Agreement is based on AIA A101.E. The General Conditions are based on AIA A201.

1.02 FORMSA. Use the following forms for the specified purposes unless otherwise indicated elsewhere in

Contract Documents.B. Bond Forms:

1. Bid Bond Form: AIA A310.C. Post-Award Certificates and Other Forms:

1. Application for Payment Forms: AIA G702 with AIA G703 (for Contractors).D. Clarification and Modification Forms:

1. Architect's Supplemental Instructions Form: AIA G710.2. Construction Change Directive Form: AIA G714.3. Change Order Form: AIA G701.

E. Closeout Forms:1. Certificate of Substantial Completion Form: AIA G704.2. Affidavit of Payment of Debts and Claims Form: G706 .3. Contractor’s Affidavit of Release of Liens Form: AIA G706A4. Consent of Surety to Final Payment Form: AIA G707.

PART 2 PRODUCTS - NOT USEDPART 3 EXECUTION - NOT USED

END OF SECTION


MRaeAgreement Form

00 5200 - 1

SECTION 00 5200AGREEMENT FORM

PART 1 GENERAL1.01 FORM OF AGREEMENT

A. AIA Document A101, Owner-Contractor Agreement Form - Stipulated Sum, current edition,forms the basis of Contract between the Owner and Contractor.

B. Copies of the Owner-Contractor Agreement Form - Stipulated Sum, AIA Document A101, areavailable from the Architect.

C. The Insurance and Bonds Exhibit A that is part of this agreement, between the Owner and theContractor is attached following this page.

1.02 RELATED REQUIREMENTSA. Section 00 7200 - General Conditions.B. Section 00 7300 - Supplementary Conditions.

PART 2 PRODUCTS (NOT USED)PART 3 EXECUTION (NOT USED)

END OF SECTION


MRaeGeneral Conditions

00 7200 - 1

SECTION 00 7200GENERAL CONDITIONS

PART 1 FORM OF GENERAL CONDITIONS1.01 THE GENERAL CONDITIONS APPLICABLE TO THIS CONTRACT ARE INCORPORATED INTO

THE PROJECT MANUAL BY REFERENCE, AND ARE A PART OF THE DOCUMENTS ASMUCH AS IF THEY HAD BEEN REPRINTED IN THEIR ENTIRETY.A. AIA Document A201, current edition, "General Conditions of the Contract for Construction",

Articles 1 through 15, as published by The American Institute of Architects, 1735 New YorkAvenue, N.W., Washington, D.C. 20006 are hereby, except as may be inconsistent herewith,made part of these Contract Documents.

B. Copies of the General Conditions, AIA Document A201-2017, are available from the Architect.1.02 RELATED REQUIREMENTS

A. Section 00 7300 - Supplementary Conditions.END OF SECTION


MRaeSUPPLEMENTARY CONDITIONS

00 7300 - 1

SECTION 00 7300SUPPLEMENTARY CONDITIONS

GENERALSUMMARYTHESE SUPPLEMENTARY CONDITIONS AMEND AND SUPPLEMENT THE "GENERALCONDITIONS OF THE CONTRACT FOR CONSTRUCTION" DEFINED IN DOCUMENT 00 7200 AND OTHER PROVISIONS OF THE CONTRACT DOCUMENTS AS INDICATED BELOW. WHERE ANY ARTICLE OF THE GENERAL CONDITIONS IS MODIFIED OR ANYPARAGRAPH, SUBPARAGRAPH OR CLAUSE THEREOF IS MODIFIED OR DELETED BYTHESE SUPPLEMENTS, THE UNALTERED PROVISIONS OF THAT ARTICLE, PARAGRAPH,SUBPARAGRAPH, OR CLAUSE SHALL REMAIN IN FULL FORCE AND EFFECT.THE TERMS USED IN THESE SUPPLEMENTARY CONDITIONS THAT ARE DEFINED IN THEGENERAL CONDITIONS HAVE THE MEANINGS ASSIGNED TO THEM IN THE GENERALCONDITIONS.

ARTICLE 1 GENERAL PROVISIONS1.2.1, ADD THE FOLLOWING SENTENCE:

In the case of an inconsistency between Drawings and Specifications or within either Documentnot clarified by addendum, the better quality or greater quantity of Work shall be provided inaccordance with the Architect's interpretation.

1.7, ADD THE FOLLOWING PARAGRAPH:1.7.1, The Architect may, with the concurrence of the Owner, furnish to the Contractor versionsof Instruments of Service in electronic form. The Contract Documents executed or identified inaccordance with Section 1.5.1 shall prevail in case of an inconsistency with subsequentversions made through electronic means involving computers.

1.7, ADD THE FOLLOWING PARAGRAPH:1.7.2, The Contractor shall not transfer or reuse Instruments of Service in electronic or machinereadable form without the prior written consent of the Architect.

ARTICLE 3 CONTRACTOR3.1.1, ADD THE FOLLOWING SUBPARAGRAPH:

3.1.1.1, The Contractor should be in the business and regularly engaged in the type ofconstruction as outlined in the Contract Documents and as specified herein for a minimumperiod of five (5) years and be properly licensed in the jurisdiction where the Project isconstructed.

3.2.2, ADD THE FOLLOWING SUBPARAGRAPH:3.2.2.1, The Contractor shall completely review the Contract Documents for errors, omissionsor inconsistencies no later than 15 days prior to the commencement of Work or 3 days prior tothe Pre-Construction meeting and submit written requests for clarification.

3.4.2, ADD THE FOLLOWING SUBPARAGRAPHS:3.4.2.1, After receipt of notice of contract award, the Owner and the Architect will consider aformal request for the substitution of products in place of those specified.3.4.2.2, By making requests for substitutions based on Subparagraph 3.4.2 above, theContractor:

.1 Represents that the Contractor has personally investigated the proposed substituteproduct 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 thatthe Contractor would for that specified.3 Certifies that the cost data presented is complete and includes all related costs underthis Contract except the Architect's redesign costs, and waives all claims for additionalcosts related to the substitution which subsequently become apparent; and



00 7300 - 2

.4 Will coordinate the installation of the accepted substitute, making such changes asmay be required for the Work to be complete in all respects..5 Will be responsible for additional costs of the Architect required to redesign, or issuemodified documents.

3.6, ADD THE FOLLOWING PARAGRAPH:3.6.1, The Owner is Indiana Sales Tax exempt. The Owner's exemption number shall beprovided to the Contractor for use for the work, subject to the Owner's limitations.

3.9.1, CHANGE TO READ AS FOLLOWS:The Contractor shall employ a competent superintendent and necessary assistance who shallbe in attendance at the project site during the performance of the Work until substantialcompletion, and for such additional time thereafter as the Architect may determine to benecessary for the expeditous completion of the Work. The Contractor shall not reassign orremove the superintendent to other projects prior to Substantial Completion. TheSuperintendent shall represent the Contractor, and communications given to thesuperintendent shall be as binding as if given to the Contractor. Important communicationsshall be confirmed in writing. Other communications shall be similarly confirmed on writtenrequest in each case. The Contractor shall remove the superintendent if requrested to do so inwriting by the Owner, and shall promply replace him with a competent person resonablyacceptable to the Owner.

3.12.5, ADD THE FOLLOWING:Shop Drawings, Product Data, Samples and other similar submittals which, by their markingsand notations placed on them by the Contractor, do not graphically demonstrate his/herunderstanding of the elements or materials inclusion into the Work shall be returned withoutaction or further comment.

3.13, ADD THE FOLLOWING PARAGRAPH:3.13.1, The Contractor shall abide by the rules of the Owner regarding the use of the premisesand will confine activities to the areas designated.

3.14, ADD THE FOLLOWING PARAGRAPH:3.14.3, Cutting and patching shall be done by the construction trades whose work is being cutor patched, irrespective of the Contractor responsible for or requiring the cutting and patchingwork.

ARTICLE 5 SUBCONTRACTORS5.2.1, CHANGE THE FIRST SENTENCE TO READ AS FOLLOWS:

Unless otherwise stated in the Contract Documents or the bidding requirements, theContractor, no later than 24 hours after the receipt of notice of contract award, shall furnish inwriting to the Owner through the Architect the names of persons or entities (including thosewho are to furnish materials or equipment fabricated to a special design) proposed for eachprincipal portion of the Work.

5.2, ADD THE FOLLOWING NEW PARAGRAPH:5.2.5, Financial irresponsibility as determined by Owner and past record of failure to performwork on schedule shall be a valid reason for a reasonable objection to any such person orentity.

ARTICLE 7 CHANGES IN THE WORK7.2.1.3, ADD, THE FOLLOWING SUBPARAGRAPHS:

7.2.1.3.1, Methods used in determining adjustments to the Contract Sum shall be as follows:.1 15 percent overhead and profit on the net cost of Work done by the Contractor;.2 5 percent overhead and profit on the cost of Work done by any Subcontractor;.3 On Work deleted from the Contract, credit to the Owner shall be the Architect approved net cost plus 1/2 of the overhead and profit percentage noted above.



00 7300 - 3

ARTICLE 9 PAYMENTS AND COMPLETION,9.2, ADD THE FOLLOWING PARAGRAPH:

9.2.1, The Contractor's submitted schedule of values shall include base bid items, acceptedalternates and all overhead and profit. These items shall be listed separately. Contractcontingency amounts and/or allowances shall be listed on their own separate lines.

9.3.1, ADD THE FOLLOWING SENTENCES:The Application for Payment shall be submitted in triplicate, unless otherwise indicated in theContract Documents. The form of Application for Payment shall be a notarized original AIADocument G702, Application and Certificate for Payment, supported by AIA Document G703,Continuation Sheet. Copies may be made of completed Documents, but use of illegalphotocopies of AIA Documents shall be cause for rejection of the Application.

9.3.1, ADD THE FOLLOWING SUBPARAGRAPHS:9.3.1.3, Until the Work is fifty (50) percent complete, the Owner shall retain ten (10) percent ofeach progress payment for Work completed and material delivered and stored at the site butnot incorporated into the Work. At the time the Work is fifty (50) percent complete, theContractor may request that no further retainage be withheld from future progress payments. Ifsuch request is approved and the manner of completion of the Work and its progress are toremain satisfactory to the Owner and the Architect, and in the absence of good and sufficientreason, the Architect will on the presentation of the Contractor of consent of surety, if any,authorize any remaining progress payments to be paid in full.9.3.1.4, If upon Substantial Completion of the Work there are any remaining uncompleteditems, the Owner shall withhold, until those items are completed, an amount equal to up tothree hundred percent (300%) of the value of each item as determined by the Architect orOwner.

9.6, ADD THE FOLLOWING PARAGRAPHS:9.6.9, All Contracts between a Contractor and an Indiana State agency concerning any publicbuilding, Work or improvement entered into which contracts are in excess of $200,000 are to begoverned by the provisions of IC 36-1-12-14; as are the rights and duties among the parties tothe Contract and any Subcontractors who do any Work under the Contract. All procedures willbe in strict accordance with Acts 1981, P.L.57, SEC.38 Amended by P.L. 133-2007, SEC.14.9.6.10, Before commencement of the Work an escrow account, if required, shall be establishedby the Contractor in a financial institution chosen by the Contractor and approved by theOwner. The escrow account will be assigned to the Contractor who, together with the financialinstitution, will complete the escrow agreement. The escrow document is to be signed by boththe Contractor and the escrow agent and returned to the Owner.9.6.11, The escrow agreement shall provide that the financial institution will act as escrowagent, will pay interest on funds deposited in such account in accordance with the provisions ofthe escrow agreement and will disburse funds from the account upon the direction of the Owneras set forth below. Compensation to the escrow agent for establishing and maintaining theescrow account shall be paid from interest accrued in the escrow account.9.6.12, As each progress payment is made, the retainage with respect of that payment shall bedeposited by the Owner in the escrow account.9.6.13, The interest earned on funds in the account shall accrue for the benefit of theContractor until the completion date named in the construction Contract or the expiration of anyauthorized extension of such date. Interest earned after such date shall accrue for the benefitof the Owner. Cost of compensation to the escrow agent paid out of interest earned shall beborne by the Contractor.9.6.14, When the Contractor has fulfilled all of the requirements of the Contract providing forreduction of retained funds, the escrow agent shall release to the Contractor one-half of theaccrued funds but none of the interest thereon. When the Work has been fully completed in asatisfactory manner and the Architect has issued a final Certificate for payment, the escrow



00 7300 - 4

agent shall pay to the Contractor the full amount of funds remaining in the account, but less anyinterest that may have accrued for the benefit of the Owner, which shall be paid to the Owner.9.6.15, If, after Substantial Completion of the Work, final completion thereof is materiallydelayed through no fault of the Contractor, the escrow agent shall make payment to theContractor as provided in Subparagraph 9.10.3.9.6.16, Sums owed to the Owner by the Contractor may be deducted from payments otherwisedue the Contractor pursuant to Article 9.

9.8.3, ADD THE FOLLOWING SUBPARAGRAPH:9.8.3.1, Except with the consent of the Owner, the Architect will perform no more than two (2) final observation(s) to determine whether the Work or a designated portion thereof has attainedSubstantial Completion in accordance with the Contract Documents. The Owner shall beentitled to deduct from the Contract Sum amounts paid to the Architect for any additionalobservations.

9.8.5, DELETE THE SECOND SENTENCE AND SUBSTITUTE WITH THE FOLLOWING:Upon such acceptance and consent of surety, if any, the Owner shall make payment sufficientto increase the total payments to 100 percent of the Contract Sum, less such amounts as theArchitect shall determine for incomplete Work and unsettled claims.

9.10.1, ADD THE FOLLOWING SUBPARAGRAPH:9.10.1.1, Except with the consent of the Owner, the Architect will perform no more than one attempt(s) to determine whether the Work or a designated portion thereof has attained FinalCompletion in accordance with the Contract Documents. The Owner shall be entitled to deductfrom the Contract Sum amounts paid to the Architect for any additional observations.

ARTICLE 10 PROTECTION OF PERSONS AND PROPERTY10.2.4, ADD THE FOLLOWING SUBPARAGRAPH:

10.2.4.1, When use or storage of explosives of other hazardous materials or equipment orunusual methods are necessary, the Contractor shall give the Owner reasonable advancenotice.

10.3.4, ADD THE FOLLOWING SUBPARAGRAPH:10.3.4.1, The Contractor warrants to the Owner and Architect that no materials containingasbestos or polychlorinated biphenyl (PCB) will be permitted in the Project or under thecontract. Each contractor shall furnish to the Owner and Architect a sworn affidavit stating thatmaterials used under this contract did not contain asbestos or polychlorinated biphenyl (PCB)upon completion of the project.

ARTICLE 13 MISCELLANEOUS PROVISIONS13.4.1, DELETE THE LAST SENTENCE, AND REPLACE WITH THE FOLLOWING:

The Contractor shall bear all costs for tests, inspections, approvals, and performance testing asrequired in the Contract Documents unless otherwise noted, or where building codes orapplicable laws or regulations prohibit the Owner from delegating their costs to the Contractor.

13.5. DELETE PARAGRAPH IN ITS ENTIRETY.13, ADD THE FOLLOWING PARAGRAPH AND SUBPARAGRAPHS:

13.6, EQUAL OPPORTUNITY13.6.1, The Contractor shall maintain policies of employment as follows:

13.6.1.1 The Contractor and the Contractor's Subcontractors shall not discriminateagainst any employee or applicant for employment because of race, religion, color,sex, or national origin. The Contractor shall take affirmative action to insure thatapplicants are employed, and that employees are treated during employment withoutregard to their race, religion, color, sex or national origin. Such action shall include,but not be limited to, the following: employment, upgrading, demolition, or transfer;recruitment or recruitment advertising; layoff or termination; rates of pay or otherforms of compensation; and selection for training, including apprenticeship. The



00 7300 - 5

Contractor agrees to post in conspicuous places, available to employees andapplicant for employment, notices setting forth the policies of nondiscrimination.13.8.1.2 The Contractor and the Contractor's Subcontractors shall, in all solicitation or advertisements for employees placed by them or on their behalf, state that allqualified applicants will receive consideration for employment without regard to race,religion, color, sex or national origin.

13, ADD THE FOLLOWING PARAGRAPH:13.7, E-VERIFY PROGRAM

13.7.1, Pursuant to Indiana Code 22-5-1.7-11, the Contractor awarded the Bid is requiredto enroll in and verify the work eligibility status of all its newly hired employees through theE-Verify program. The Contractor who is awarded the Bid is not required to verify thework eligibility status of all its newly hired employees through the E-Verify program if theE-Verify program no longer exists.

ADD THE FOLLOWING ARTICLE AND THE FOLLOWING PARAGRAPHS ANDSUBPARAGRAPHS:ARTICLE 16 DRAWINGS AND SPECIFICATIONS

16.1, Specifications:16.1.1, Specifications are organized into Divisions and Sections to facilitate presentationof the information in a systematic manner, based on Industry standards (CSIMasterformat). Such separation shall not operate to make the Architect an arbiter toestablish limits of subcontracts between Contractor and Subcontractor, nor shall theseseparations in any way indicate that the Architect has established that responsibility forany portion of the work is assigned to a particular trade or subcontractor.16.1.2 Trade, brand or manufacturer's names when specified or noted are used toestablish a standard of quality, durability, appearance and efficiency. Substitutions maybe made only for reasons that original materials cannot be supplied due to conditionsbeyond control of the Contractor, or because delivery cannot be made in time to beincorporated into progress of work.16.1.3 Such substitutions shall be made only after bona fide quotations and deliveryschedule for both original item and substitute material is ordered. Contractor shall supplyfor Architect's consideration samples, product data, and exact amount of credit or extracosts involved in proposed substitution if accepted.16.1.4 Specifications are in abbreviated form and may include incomplete sentences. Omissions of words or phrases such as "The Contractor shall", "in conformity therewith","shall be", "as noted on the drawings", and "an" are intentional. Supply omitted words orphrases by inference.

16.2 Drawings16.2.1, Drawings are organized by design discipline. The Contractor and Sub-Contractorsare required to review the entire set of Documents to ascertain the full extent of the workrequired to complete the Project. The presentation of information and organization of theDrawings shall not serve to make the Architect an arbiter to establish limits ofsubcontracts between Contractor and Subcontractor, nor shall these separations in anyway indicate that the Architect has established that responsibility for any portion of thework is assigned to a particular trade or subcontractor.

16.3 Manufacturers' Directions16.3.1, All manufactured articles, materials, and equipment shall be applied, installed,connected, erected, used, cleaned and conditioned in accord with their manufacturer'sprinted directions unless specified otherwise. Where reference is made to manufacturer'sdirections, Contractor shall submit specified number of copies of such directions toArchitect. Operating and Maintenance instructions for all equipment and materials shallbe bound together in complete sets and three copies delivered to Architect prior to finalpayment.

END OF SECTION


MRaeSUMMARY

01 1000 - 1

SECTION 01 1000SUMMARY

PART 1 GENERAL1.01 PROJECT

A. Project Name: Gary Community School Corporation Roof Replacement 2021 - Phase 2 .B. Owner's Name: Gary Community School Corporation .C. Architect's Name: MartinRiley architects|engineers, 221 West Baker Street, Fort Wayne,

Indiana 46802.D. The Project consists of the construction of 2021 Roofing and Related Work for Gary Community

School Corporation .1.02 DESCRIPTION OF ALTERATIONS WORK

A. The Work: Without force and effect on requirements of contract documents, the (incomplete)description of the work of the contract can be summarized as follows:1. Project R-5: West Side Leadership Academy

a. Base Work R-5: The removal of existing flexible sheet roof (ballasted or fullyadhered) and built-up roof system down to the deck and installation of new fullyadhered EPDM roof system on roof areas <14>, <15>, <16>, 17>, <18A>, <18B>,<19>, <20>, <21>, <22> and <23> at West Side Leadership Academy as specifiedherein and identified on the drawings

2. Project R-6: West Side Leadership Academya. Base Work R-6: The removal of existing flexible sheet roof (ballasted) and built-up

roof system down to the deck and installation of new fully adhered EPDM roof systemon roof areas <24>, <25> and <26> at West Side Leadership Academy as specifiedherein and identified on the drawings

3. Project R-7: Beveridge Elementary Schoola. Base Work R-7: The removal of existing flexible sheet roof (ballasted) and built-up

roof system down to the deck and installation of new fully adhered EPDM roof systemon roof areas <1>, <2>, <4>, <5> and <6> at Beveridge Elementary School asspecified herein and identified on the drawings

1.03 OWNER OCCUPANCYA. Owner intends to continue to occupy adjacent portions of the existing building during the entire

construction period.B. Owner intends to occupy the Project upon Substantial Completion.C. Cooperate with Owner to minimize conflict and to facilitate Owner's operations.D. Schedule the Work to accommodate Owner occupancy.

1.04 CONTRACTOR USE OF SITE AND PREMISESA. Construction Operations: Limited to areas noted on Drawings.B. Provide access to and from site as required by law and by Owner:

1. Emergency Building Exits During Construction: Keep all exits required by code openduring construction period; provide temporary exit signs if exit routes are temporarilyaltered.

2. Do not obstruct roadways, sidewalks, or other public ways without permit.C. Existing building spaces may not be used for storage.D. Utility Outages and Shutdown:

1. Do not disrupt or shut down life safety systems, including but not limited to fire sprinklersand fire alarm system, without 2 working days notice to Owner and authorities havingjurisdiction.

2. Prevent accidental disruption of utility services to other facilities.


MRaeSUMMARY

01 1000 - 2

1.05 PROJECT INFORMATIONA. It is the Owner's Preference that contractors find an alternative use for exiting roof insulation

and membrane to be removed, in lieu of landfill waste. Insulation and/or membrane recyclingcompanies are as follows:1. Nationwide Foam, Inc.: ph (888)820 2760; nationwidefoam.com2. Mulford Equipment & Products: ph(317)894 2736; email:[email protected]


END OF SECTION


MRaeSUMMARY OF ROOFING REMOVAL - ASBESTOS ABATEMENT

01 1013 - 1

SECTION 01 1013SUMMARY OF ROOFING REMOVAL - ASBESTOS ABATEMENT

PART 1 GENERAL1.01 DESCRIPTION OF WORK

A. The work consists of two projects identified as Roofing and Related Work for: Gary CommunitySchool Corporation Roof Replacement 2021 - Phase 2

B. Summary by References: Work of the Contract as is related to asbestos can be summarizedby references to the Contract, General Conditions, Supplementary Conditions, SpecificationSections, Drawings, addenda, and modifications to the Contract Documents issued subsequentto the initial printing of this project manual and including but not necessarily limited to printedmaterial referenced by any of these. Work of the Contract is also unavoidably affected orinfluenced by governing regulations, natural phenomenon including weather conditions, andother forces outside the Contract Documents.

C. Abbreviated Written Summary: Briefly and without force and effect upon the contractdocuments, the work of the Contract can be summarized as follows:1. The work includes the NON-FRIABLE removal of asbestos-containing materials according

to but not limited to the requirements of the following specification sections in thesequence indicated.

2. General and Administrative Requirements: are set forth in the following specificationsections:a. 01 1113 Summary of the Work - Asbestos Abatementb. Definitions and Reference Standards - Asbestos Abatement

1) Abatement Work: requirements are set forth in the following specificationsections, listed here according to the sequence of the work:(a) 01 1748 Codes, Regulations and Standards - Asbestos Abatement: sets

forth governmental regulations and industry standards which are includedand incorporated herein by reference and made a part of the specification. This section also sets forth those notices and permits which are known tothe Owner and which either must be applied for and received, or whichmust be given to governmental agencies before start of work.

(b) 01 1757 Regulated Areas - Asbestos Abatement2) Asbestos Removal Work Procedures: are described in the following

specification sections:(a) 01 1746 Cutting and Patching of Asbestos - Containing Materials(b) 02 4181 Removal of Asbestos-Containing Materials(c) 02 4184 Disposal of Asbestos-Containing Waste Material

1.02 OWNER OCCUPANCYA. Full Owner Occupancy: The Owner will occupy the site and the existing building during the

entire period of construction. Cooperate fully with the Owner or his representative duringconstruction operations to minimize conflicts and to facilitate Owner usage. Perform the workso as not to interfere with the Owner's operation.

1.03 CONTRACTORS USE OF SITEA. Contractor Use of Premises: The Contractor shall limit his use of the premises to the work

indicated, so as to allow for Owner occupancy and use by the public.B. Use of the Site: Confine operations at the site to the areas permitted under the Contract.

Portions of the site beyond areas on which work is indicated are not to be disturbed. Conformto site rules and regulations affecting the work while engaged in project construction.

C. Contractor's Use of the Existing Building: Maintain an existing building in a safe andweathertight condition throughout the construction period. Repair damage caused byconstruction operations. Take all precautions necessary to protect the building and itsoccupants during the construction period.



01 1013 - 2

1.04 RELATED REQUIREMENTSA. Section 01 1000 - Summary: Contract descriptions, description of alterations work, work by

others, future work, occupancy conditions, use of site and premises, work sequence.B. Drawings, general provisions of Contract, including General and Supplementary Conditions,

and other Division-1 Specification Sections, apply to work of this section.C. Section 01 1746 - Cutting and Patching of Asbestos - Asbestos Abatement: Removal of non-

friable asbestos containing materials.D. Section 01 1748 - Code Regulation and Standards - Asbestos Abatement: Standards and

regulations for asbestos removal.E. Section 01 1757 - Regulated Areas - Asbestos Abatement: Securing asbestos abatement work

areas.F. Section 02 4170 - Selective Demolition: Removal of existing roof system.G. Section 02 4181 - Removal of Asbestos - Containing Materials: Procedures for removing

asbestos containing materials.H. Section 02 4184 - Disposal of Asbestos - Containing Waste Material: Disposable of friable

asbestos containing materials.I. Section 01 3000 - Administrative Requirements: Submittal procedures, project meetings,

progress schedules and documentation, reports, coordination.J. Section 01 4000 - Quality Requirements: Procedures for testing, inspection, mock-ups, reports,

certificates; use of reference standards.K. Section 01 7000 - Execution Requirements: Examination, preparation, and general installation

procedures; preinstallation meetings; cleaning and protection; demonstration and instruction;closeout procedures except payment procedures; requirements for alterations work.

1.05 ADMINISTRATIVE REQUIREMENTSA. Preinstallation Meeting: Conduct a preinstallation meeting one week prior to the start of the

work of this section; require attendance by all affected installers.1.06 SUBMITTALS

A. See Section 01 3000 - Administrative Requirements, for submittal procedures.B. Submittals: Before entering into an agreement and before the start of work, submit the

following to the Owner's Representative for review. Do not begin work until these submittalsare returned with Owner's Representative's action stamp indicating that the submittal isreturned for unrestricted use or final-but-restricted use.1. Plan of Action.

C. Special Procedures Submittals: 1. Plan of Action: Submit a detailed plan of the procedures proposed for use in complying

with the requirements of this specification. Include in the plan the location and layout ofdecontamination areas, the sequencing of asbestos work, the interface of trades involvedin the performance of work, methods to be used to assure the safety of building occupantsand visitors to the site, disposal plan including location of approved disposal site, and adetailed description of the methods to be employed to control pollution. Expand upon theuse of portable HEPA ventilation system, method of removal to prohibit visible emissionsin work area, and packaging of removed asbestos debris. The plan must be approved bythe Owner's Representative prior to entering into an Agreement with the Owner to performwork.

1.07 QUALITY ASSURANCEA. Copies of Documents at Project Site: Maintain at the project site a copy of each referenced

document that prescribes execution requirements.



01 1013 - 3

1.08 FIELD CONDITIONSA. Inspection: Prior to commencement of work, inspect areas in which work will be performed.

Prepare a listing of damage to structure, surfaces, equipment or of surrounding propertieswhich could be misconstrued as damage resulting from the work. Photograph or videotapeexisting conditions as necessary to document conditions. Submit to Owner's Representativeprior to starting work.

B. Potential Asbestos Hazard: The disturbance or dislocation of asbestos-containing materialsmay cause asbestos fibers to be released into the building's atmosphere, thereby creating apotential health hazard to workmen and building occupants. Apprise all workers, supervisorypersonnel, subcontractors and consultants who will be at the job site of the seriousness of thehazard and of proper work procedures which must be followed.1. Where in the performance of the work, workers, supervisory personnel, subcontractors, or

consultants may encounter, disturb, or otherwise function in the immediate vicinity of anyidentified asbestos-containing materials, take appropriate continuous measures asnecessary to protect all building occupants from the potential hazard of exposure toairborne asbestos. Such measures shall include the procedures and methods describedherein, and compliance with regulations of applicable federal, state and local agencies.

C. SCHEDULE1. Asbestos-Containing Materials: The following identified asbestos-containing materials are

known to be present at the Worksite. This summary identifies suspect asbestos-containing material in homogeneous areas of the roof assemblies. All asbestos-containing material was determined to be non-friable by hand pressure. Bulk sampleswere taken for laboratory analysis from suspect areas. A summary of the laboratoryresults follows. If any other materials are found, which are suspected of containingasbestos, notify the Owner's Representative immediately. A copy of the asbestosinspector's assessment report and laboratory analysis report are available for review fromthe Owner's Representative upon request.

D. Asbestos Testing Schedule1. PROJECT R-5 (Base Work R-5): West Side Leadership Academy

a. F20069-J20062 <17> BUR - Positive (+) for Asbestosb. F20069-J20063 <16> Base Sheet - Negative (-) for Asbestosc. F20069-J20064 <16> BUR - Positive (+) for Asbestosd. F20069-J20065 <18> Base Sheet - Negative (-) for Asbestose. F20069-J20066 <18> BUR - Positive (+) for Asbestos

2. PROJECT R-6 (Base Work R-6): West Side Leadership Academya. F20069-J20067 <25> BUR - Positive (+) for Asbestosb. F20069-J20068 <26> BUR - Positive (+) for Asbestosc. F20069-J20069 <26> Bs Flashing - Positive (+) for Asbestos

3. PROJECT R-7 (Base Work):Beveridge Elementary Schoola. F20069-J20038 <1> BUR CTP - Negative (-) for Asbestosb. F20069-J20039 <2> Bs Flg - Positive (+) for Asbestosc. F20069-J20042 <5> Bs Flg - Positive (+) for Asbestosd. F20069-J20043 <6> BUR - Positive (+) for Asbestos

PART 2 PRODUCTS (NOT APPLICABLE)PART 3 EXECUTION (NOT APPLICABLE)

END OF SECTION


MRaeCUTTING AND PATCHING OF ASBESTOS CONTAINING MATERIALS

01 1746 - 1

SECTION 01 1746CUTTING AND PATCHING OF ASBESTOS CONTAINING MATERIALS

PART 1 GENERAL1.01 GENERAL

A. Related Documents: Drawings and general provisions of Contract, including GeneralSupplementary Conditions and other Division 1 Specification Sections, apply to work of thissection

1.02 RELATED REQUIREMENTSA. Section 01 1000 - Summary: Contract descriptions, description of alterations work, work by

others, future work, occupancy conditions, use of site and premises, work sequence.PART 2 PRODUCTS2.01 PRODUCTS

A. Provide local exhaust ventilation systems that comply with ANSI 29.2-1971PART 3 EXECUTION3.01 EXECUTION

A. Before beginning work of this section, comply with:1. Section 01 1757 - Regulated Areas

B. Perform removal of non-friable asbestos-containing material through engineering controls andwork practice that will not subject the material to sanding, grinding, cutting, or abrading andminimize the dispersal of asbestos fibers into the air. Any mechanical forces expected to act onthe material shall not make the material friable. High-speed saws shall not be used forasbestos-containing material operations1. The activity involved in removal of the asbestos-containing roofing material shall not

constitute the project as an "Asbestos Removal Project" as defined by the Indiana StateAsbestos Rules promulgated by the Indiana Department of Environmental Management

C. Seal Edges of asbestos-containing material exposed by cutting, drilling, or abrading, etc. with(2) coats of an approved penetrating encapsulant applied in accordance with manufacturer'sprinted instruction for use of the encapsulant as an asbestos coating.

END OF SECTION


MRaeCODES, REGULATIONS AND STANDARDS - ASBESTOS ABATEMENT 01 1748 - 1

SECTION 01 1748

CODES, REGULATIONS AND STANDARDS - ASBESTOS ABATEMENT

1.01 GENERAL

A. Summary: This section sets forth governmental regulations and industry standards which areincluded and incorporated herein by reference and made a part of the specification. Thissection also sets forth those notices and permits which are known to the Owner and whicheither must be applied for and received, or which must be given to governmental agenciesbefore start of work.

1. Requirements include adherence to work practices and procedures set forth in applicable

codes, regulations and standards.2. Requirements include obtaining permits, licenses, inspections, releases and similar

documentation, as well as payments, statements and similar requirements associated withcodes, regulations and standards.

B. General Applicability of Codes and Regulations, and Standards: Except to the extent that moreexplicit or more stringent requirements are written directly into the contract documents, allapplicable codes, regulations, and standards have the same force and effect (and are made apart of the contract documents by reference) as if copied directly into the contract documents, oras if published copies are bound herewith.

C. Contractor Responsibility: The Contractor shall assume full responsibility and liability for thecompliance with all applicable Federal, State, and Local regulations pertaining to work practices,hauling, disposal, and protection of workers, visitors to the site, and persons occupying areasadjacent to the site. The Contractor is responsible for providing medical examinations andmaintaining medical records of personnel as required by the applicable Federal, State, andLocal regulations. The Contractor shall hold the Owner and Owner’s Representative harmlessfor failure to comply with any applicable work, hauling, disposal, safety, health or otherregulation on the part of himself, employees, or subcontractors.

D. Federal Requirements which govern asbestos abatement work or hauling and disposal ofasbestos waste materials include but are not limited to the following:

1. OSHA: U.S. Department of Labor, Occupational Safety and Health Administration,

(OSHA), including but not limited to:

a. Construction Industry Asbestos Standard: Final Rule Title 29, Part 1926, Section1101 of the Code of Federal Regulations (published 10 August 1994).

b. Occupational Exposure to Asbestos, Tremolite, Anthophyllite, and Actinolite; FinalRules Title 29, Part 1910, Section 1001 and Part 1926, Section 58 of the Code ofFederal Regulations.

c. Respiratory Protection Title 29, Part 1910, Section 134 of the Code of FederalRegulations.

d. Construction Industry Title 29, Part 1926, of the Code of Federal Regulations.e. Access to Employee Exposure and Medical Records Title 29, part 1910, Section 2 of

the Code of Federal Regulations.f. Hazard Communication Title 29, Part 1910, Section 1200 of the Code of Federal

Regulations.g. Specifications for Accident Prevention Signs and Tags Title 29, Part 1910, Section

145 of the Code of Federal Regulations.



2. DOT: U.S. Department of Transportation, including but not limited to:

a. Hazardous Substances Title 29, Part 171 and 172 of the Code of FederalRegulations.

3. EPA: U.S. Environmental Protection Agency (EPA), including but not limited to:

a. Asbestos Abatement Projects: Worker Protection Rule Title 40 Part 763, Sub-part763, Sub-part G of the Code of Federal Regulations.

b. Asbestos Hazard Emergency Response Act (AHERA) Regulation AsbestosContaining Materials in Schools Final Rul & Notice Title 40, Part 763, Sub-part E ofthe Code of Federal Regulations.

c. Training Requirements of (AHERA) Regulation Asbestos Containing Materials inSchools Final Rule & Notice Title 40, Part 763, Sub-part E, Appendix C of the Code ofFederal Regulations.

d. National Emission Standard for Hazardous Air Pollutants (NESHAPS) NationalEmission Standard for Asbestos Title 40, Part 61, Sub-part A, and Sub-part M(Revised Sub-part B) of the Code of Federal Regulations.

E. State Requirements which govern asbestos abatement work or hauling and disposal ofasbestos waste materials include but are not limited to the following:

1. Indiana:

a. Indiana Department of Labor (IOSHA) 402 West Washington Street, Room W195 Indianapolis, Indiana 46204 317/232-2692b. Indiana Department of Environmental Management Office of Air Management (OAM) Asbestos Section 105 South Meridian Street Post Office Box 6015 Indianapolis, Indiana 46206-6015 317/232-8373c. Indiana Department of Environmental Management Office of Solid and Hazardous Waste Management 105 South Meridian Street Post Office Box 6015 Indianapolis, Indiana 46206-6015 317/232-8922

F. Local Requirements: Abide by all local requirements which govern asbestos abatement work orhauling and disposal of asbestos waste materials.

G. General Applicability of Standards: Except to the extent that more explicit or more stringentrequirements are written directly into the Contract Documents, all applicable standards have thesame force and effect (and are made a part of the Contract Documents by reference) as ifcopied directly into the Contract Documents, or as if published copies are bound herewith.

H. Contractor Responsibility: The Contractor shall assume full responsibility and liability for thecompliance with all standards pertaining to work practices, hauling, disposal and protection ofworkers, visitors to the site, and persons occupying areas adjacent to the site. The Contractorshall hold the Owner and Owner’s Representative harmless for failure to comply with anyapplicable standard on the part of himself, his employees, or his subcontractors.



I. Standards which apply to asbestos abatement work or hauling and disposal of asbestos wastematerials include but are not limited to the following:1. American National Standards Institute (ANSI) 1430 Broadway New York, New York 10018 212/354-3300

a. Practices for Respiratory Protection Publication Z88.2-80

2. American Society for Testing and Materials (ASTM) 1916 Race Street Philadelphia, PA 19103 215/299-5400

a. Safety and Health Requirements Relating to Occupational Exposure to Asbestos E849-82

J. Guidance documents discuss asbestos abatement work or hauling and disposal of asbestoswaste materials listed below for the Contractor’s information only. These documents do notdescribe the construction means, methods, techniques, sequences and procedures for theasbestos abatement work. EPA maintains an information number 800/334-8571, publicationscan be ordered from 800/424-9065 (554-1404 in Washington, D.C.):

1. Asbestos Update; by Carl Good, NRCA Associate Executive Director, NRCA 104th Annual

Convention and Exhibit, February 7, 1991, Orlando, Florida.2. Asbestos-Containing Materials in School Buildings - A Guidance Document. Part 1 & 2.

(Orange Books) EPA C00090 (out of print)3. Guidance for Controlling Asbestos-Containing Materials in Buildings (Purple Book) EPA

560/5-85-0244. Friable Asbestos-Containing Materials in Schools: Identification and Notification Rule (40

CFR Part 763)5. Evaluation of the EPA Asbestos-in-Schools Identification and Notification Rule. EPA

560/5-84-005.6. Asbestos in Buildings: National Survey of Asbestos-Containing Friable Materials. EPA

560/5-84-006.7. Asbestos in Buildings: Guidance for Service and Maintenance Personnel. EPA

560/5-85-018.8. Asbestos Waste Management Guidance. EPA 530-SW-85-007.9. Asbestos Fact Book. EPA Office of Public Affairs. Asbestos in Buildings. Simplified

Sampling Scheme for Friable Surfacing Materials.10. Commercial Laboratories with Polarized Light Microscopy Capabilities for bulk asbestos

identification.11. A Guide to Respiratory Protection for the Asbestos Abatement Industry.

EPA-560-OPTS-86-001

K. Send written notification as required by State and Local regulations prior to beginning any workon Asbestos-Containing Materials.

L. Permit: All asbestos containing waste is to be transported by an entity maintaining a current“Industrial waste hauler permit” specifically for Asbestos-Containing Materials, as required fortransporting of waste asbestos-containing materials to a disposal site.



M. Licenses: Maintain current licenses as required by applicable State or Local jurisdictions for theremoval, transporting, disposal or other regulated activity relative to the work of this contract.

N. Posting and Filing of Regulations: Post all notices required by applicable Federal, State andLocal regulations. Maintain two (2) copies of applicable Federal, State and Local regulationsand standards. Maintain one copy of each at job site. Keep on file in Contractor’s office onecopy of each.

O. Before Start of Work: Submit the following to the Owner’s Representative for review. No workshall begin until these submittals are returned with Owner’s Representative’s action stampindicating that the submittal is returned for unrestricted use or final-but-restricted use.

P. Permits, Licenses, and Certificates: For the Owner’s records, submit copies of permits,licenses, certifications, inspection reports, releases, jurisdictional settlements, notices, receiptsfor fee payments, judgments, and similar documents, correspondence and records establishedin conjunction with compliance with standards and regulations bearing upon performance of theWork including:1. State and Local Regulations: Submit copies of codes and regulations applicable to the

work.2. Notices: Submit notices required by Federal, State and Local regulations together with

proof of timely transmittal to agency requiring the notice.3. Permits: Submit copies of current valid permits required by State and Local regulations.4. Licenses: Submit copies of all State and Local licenses and permits necessary to carry out

the work of this contract.

END OF SECTION


MRaeREGULATED AREAS ASBESTOS ABATEMENT 01 1757 - 1

SECTION 01 1757

REGULATED AREAS ASBESTOS ABATEMENT

1.01 GENERAL

A. Related Documents: Drawings and general provisions of Contract, including General andSupplementary Conditions and other Division - 1 Specification Sections, apply to work of thissection.

1.02 EQUIPMENT

A. HEPA Filter Vacuum Cleaners (if any) : Subject to compliance with requirements,manufacturers offering products which may be incorporated in the Work include, but are notlimited to, the following:1. Nilfish of America Inc.2. Clayton Associates, Inc.3. Hako Minuteman.4. VactagonPneumatic Systems, Inc.5. Pullman-Holt (White) Corporation.

B. Plastic Sheet (if any): A single polyethylene film in the largest sheet size possible to minimizeseams, 4.0 or 6.0 mil thick as indicated, clear, frosted, or black as indicated.

1.03 EXECUTION

A. Secure work area from access by occupants, staff or users of the building. Accomplish thiswhere possible, by locking doors, windows, or other means of access to the area, or byconstructing temporary wood stud and plywood barriers.

B. Demarcate each Regulated Area with warning signs that carry the following legends:1. First Sign: Provide warning signs at each point of roof access or to the controlled area in 3

inch block notation:a. KEEP OUT

2. Second Sign: Immediately outside of the controlled area, post an approximately 20 inch by14 inch manufactured caution sign displaying the following legend with letter sizes andstyles of a visibility required by 29 CFR 1926:a. DANGERb. ASBESTOSc. CANCER AND LUNG DISEASE HAZARDd. RESPIRATORS AND PROTECTIVE CLOTHING ARE REQUIRED IN THIS AREA

C. Where the controlled area is a large area such as an open roof area, delineate area with 3 inchwide polyethylene ribbon with the printed warning, “CAUTION ASBESTOS REMOVAL”. Installthis ribbon at between 3 and 4 feet above the walking surface.

D. Work may be carried out during normal working hours in those areas which can be completelysecured by lockable doors from access by building occupants and staff, and which have HVACequipment that can be shut down and locked off. Otherwise, work is to be carried out afterbuilding occupants and cleaning staff have left.

E. The following precautions and procedures have application to work of this section. Workersmust exercise caution to avoid release of asbestos fibers into the air:1. Setup and management of the controlled area is to be under the supervision of a OSHA

Competent Person.2. Before start of work comply with requirement for worker protection and respiratory

protection.3. Do not allow eating, drinking, smoking, chewing tobacco or gum, or applying cosmetics in

the Regulated Area.4. Shut down any air handling equipment bringing air into or out of the Regulated Area.


MRaeREGULATED AREAS ASBESTOS ABATEMENT 01 1757 - 2

5. Seal all openings, supply and exhaust vents, and convectors within ten (10) feet of theWork Area with 6 mil polyethylene sheeting secured and completely sealed with duct tape.

END OF SECTION


MRaePrice and Payment Procedures

01 2000 - 1

SECTION 01 2000PRICE AND PAYMENT PROCEDURES

PART 1 GENERAL1.01 SECTION INCLUDES

A. Procedures for preparation and submittal of applications for progress payments.B. Documentation of changes in Contract Sum and Contract Time.C. Change procedures.D. Procedures for preparation and submittal of application for final payment.

1.02 RELATED REQUIREMENTSA. Section 00 7300 - Supplementary Conditions: Percentage allowances for Contractor's overhead

and profit.B. Section 01 2100 - Allowances: Payment procedures relating to allowances.C. Section 01 2200 - Unit Prices: Monetary values of unit prices; Payment and modification

procedures relating to unit prices.1.03 SCHEDULE OF VALUES

A. Electronic media printout including equivalent information will be considered in lieu of standardform specified; submit draft to Architect for approval.

B. Forms filled out by hand will not be accepted.C. Submit a printed schedule on AIA Form G703 - Application and Certificate for Payment

Continuation Sheet. Contractor's standard form or electronic media printout will be considered.D. Submit Schedule of Values in duplicate within 15 days after date of Owner-Contractor

Agreement.E. Format: Utilize the Table of Contents of this Project Manual. Identify each line item with

number and title of the specification Section. Identify site mobilization, bonds and insurance,and accepted alternates, contingency and or other allowances shall be listed on their ownseparate lines.

F. Include in each line item, the amount of Allowances specified in this section. For unit costAllowances, identify quantities taken from Contract Documents multiplied by the unit cost toachieve the total for the item.

G. Correlate line items in the Schedule of Values with other required administrative forms andschedules, including Submittals Schedule and Application for Payment forms with ContinuationSheets.

H. Sub-schedules: Where the Work is separated into phases requiring separately phasedpayments, provide sub-schedules showing values correlated with each phase of payment.

I. Revise schedule to list approved Change Orders, with each Application For Payment.J. Include separately from each line item, a direct proportional amount of Contractor's overhead

and profit.K. Revise schedule to list approved Change Orders, with each Application For Payment.L. Format and Content: Use the following as a guide to establish line items for the Schedule of

Values1. Identification: Include the following Project identification on the Schedule of Values:

a. Project name and location.b. Name of Architect.c. Architect's project number.d. Contractor's name and address.e. Date of submittal.

2. Provide the following line items on the schedule of values for each project site:



01 2000 - 2

a. Bondsb. Insurancec. Stagingd. Dump Costse. Demo or tear off laborf. Wood blocking materialg. Wood blocking laborh. Insulation materiali. Insulation laborj. Roof materialsk. Roof system laborl. Sheet metal materialm. Sheet metal laborn. Roof accessories, (if project includes any of the following list on schedule):

1) Equipment Curbs2) Roof hatches3) Ladders, etc.

o. Subcontractor, (if project includes any of the following list on schedule):1) Masonry2) Plumbing3) Caulking4) Electrical5) Mechanical

p. Warranty costq. Contingency allowancer. Change orders

1) Percentage of the Contract Sum to nearest one-hundredth percent, adjusted tototal 100 percent.

M. Provide breakdown of the Contract Sum in enough detail to facilitate continued evaluation ofApplications for Payment and progress reports. Coordinate with the Project Manual table ofcontents. Provide several line items for principal subcontract amounts, where appropriate.

N. Round amounts to nearest whole dollar; total shall equal the Contract Sum.O. Provide a separate line item in the Schedule of Values for each part of the Work where

Applications for Payment may include materials or equipment purchased or fabricated andstored, but not yet installed.

P. Provide separate line items in the Schedule of Values for initial cost of materials, for eachsubsequent stage of completion, and for total installed value of that part of the Work.

Q. Allowances: Provide a separate line item in the Schedule of Values for each allowance. Showline-item value of unit-cost allowances, as a product of the unit cost, multiplied by measuredquantity. Use information indicated in the Contract Documents to determine quantities.

R. Each item in the Schedule of Values and Applications for Payment shall be complete. Includetotal cost and proportionate share of general overhead and profit for each item.1. Temporary facilities and other major cost items that are not direct cost of actual work-in

place may be shown either as separate line items in the Schedule of Values or distributedas general overhead expense, at Contractor's Option.

S. Schedule Updating: Update and resubmit the Schedule of Values before the next Applicationsfor Payment when Change Orders or Construction Change Directives result in a change in theContract Sum.

1.04 APPLICATIONS FOR PROGRESS PAYMENTSA. Payment Period: Submit at intervals stipulated in the Agreement.B. Electronic media printout including equivalent information will be considered in lieu of standard

form specified; submit sample to Architect for approval.



01 2000 - 3

C. Forms filled out by hand will not be accepted.D. Present required information in typewritten form.E. Form: AIA G702 Application and Certificate for Payment and AIA G703 - Continuation Sheet

including continuation sheets when required.1. Execute Application on ORIGINAL AIA Documents. Completed (filled out) Documents

may be copied for submission. Use of illegal photocopies of AIA Documents will be causefor rejection of Application, and possible delay in payment.

F. Each Application for Payment shall be consistent with previous applications and payments ascertified by Architect and paid for by Owner.1. Initial Application for Payment, Application for Payment at time of Substantial Completion,

and final Application for Payment involve additional requirements.G. Payment Application Times: The date for each progress payment is indicated in the Agreement

between Owner and Contractor. The period of construction Work covered by each Applicationfor Payment is the period indicated in the Agreement.

H. Application Preparation: Complete every entry on form. Notarize and execute by a personauthorized to sign legal documents on behalf of Contractor. Architect will return incompleteapplications without action.1. Entries shall match data on the Schedule of Values and Contractors Construction

Schedule. Use updated schedules if revisions were made.2. Include amounts of Unit Prices, Change Orders and Construction Change Directives

issued before last day of construction period covered by application.I. Waivers of Mechanic's Lien: With each Application for Payment, submit waivers of mechanic's

lien from every entity who is lawfully entitled to file a mechanic's lien arising out of the Contractand related to the Work covered by the payment.1. Submit partial waivers on each item for amount requested, before deduction for retainage,

on each item.2. When an application shows completion of an item, submit final or full waivers.3. Owner reserves the right to designate which entities involved in the Work must submit

waivers.4. Waiver Delays: Submit each Application for Payment with Contractor's Waiver of

mechanic's lien for construction period covered by the application.a. Submit final Application for Payment with or preceded by final waivers from every

entity involved with performance of the Work covered by the application who islawfully entitled to a lien.

J. Initial Application for Payment: Administrative actions and submittals that must precede orcoincide with submittal of first Application for Payment include the following:1. List of subcontractors2. Schedule of Values3. Contractor's Construction Schedule (preliminary if not final)4. Submittals Schedule (preliminary if not final)5. List of Contractor's staff assignments6. Copies of building permits7. Copies of authorizations and licenses from authorities having jurisdiction for performance

of the work8. Certificates of insurance and insurance policies9. Performance and payment bonds10. Data needed to acquire Owner's insurance

K. For each item, provide a column for listing each of the following:1. Item Number.2. Description of work.3. Scheduled Values.4. Previous Applications.



01 2000 - 4

5. Work in Place and Stored Materials under this Application.6. Authorized Change Orders.7. Total Completed and Stored to Date of Application.8. Percentage of Completion.9. Balance to Finish.10. Retainage.

L. Execute certification by signature of authorized officer.M. Use data from approved Schedule of Values. Provide dollar value in each column for each line

item for portion of work performed and for stored Products.N. List each authorized Change Order as a separate line item, listing Change Order number and

dollar amount as for an original item of Work.O. When Architect requires substantiating information, submit data justifying dollar amounts in

question. Provide one copy of data with cover letter for each copy of submittal. Showapplication number and date, and line item by number and description.

P. Execute certification by signature of authorized officer.Q. Submit one electronic and three hard-copies of each Application for Payment.

1.05 MODIFICATION PROCEDURESA. For minor changes not involving an adjustment to the Contract Price or Contract Time, Architect

will issue instructions directly to Contractor.B. Architect will advise of minor changes in the Work not involving an adjustment to Contract Sum

or Contract Time as authorized by the Conditions of the Contract by issuing supplementalinstructions on AIA Form G710.

C. For other required changes, Architect will issue a document signed by Owner instructingContractor to proceed with the change, for subsequent inclusion in a Change Order.1. The document will describe the required changes and will designate method of

determining any change in Contract Sum or Contract Time.2. Promptly execute the change.

D. For changes for which advance pricing is desired, Architect will issue a document that includesa detailed description of a proposed change with supplementary or revised drawings andspecifications, a change in Contract Time for executing the change with a stipulation of anyovertime work required and the period of time during which the requested price will beconsidered valid . Contractor shall prepare and submit a fixed price quotation within 7 days.

E. Contractor may propose a change by submitting a request for change to Architect, describingthe proposed change and its full effect on the work, with a statement describing the reason forthe change, and the effect on the Contract Sum and Contract Time with full documentation. Document any requested substitutions in accordance with Section 01 6000.

F. Computation of Change in Contract Amount: As specified in the Agreement and Conditions ofthe Contract.1. For change requested by Architect for work falling under a fixed price contract, the amount

will be based on Contractor's price quotation.2. For change requested by Contractor, the amount will be based on the Contractor's request

for a Change Order as approved by Architect.3. For pre-determined unit prices and quantities, the amount will based on the fixed unit

prices.G. Substantiation of Costs: Provide full information required for evaluation.

1. On request, provide the following data:a. Quantities of products, labor, and equipment.b. Taxes, insurance, and bonds.c. Overhead and profit.d. Justification for any change in Contract Time.e. Credit for deletions from Contract, similarly documented.



01 2000 - 5

2. Support each claim for additional costs with additional information:a. Origin and date of claim.b. Dates and times work was performed, and by whom.c. Time records and wage rates paid.d. Invoices and receipts for products, equipment, and subcontracts, similarly

documented.3. For Time and Material work, submit itemized account and supporting data after completion

of change, within time limits indicated in the Conditions of the Contract.H. Execution of Change Orders: Architect will issue Change Orders for signatures of parties as

provided in the Conditions of the Contract.I. After execution of Change Order, promptly revise Schedule of Values and Application for

Payment forms to record each authorized Change Order as a separate line item and adjust theContract Sum.

J. Promptly revise progress schedules to reflect any change in Contract Time, revise sub-schedules to adjust times for other items of work affected by the change, and resubmit.

K. Promptly enter changes in Project Record Documents.1.06 APPLICATION FOR FINAL PAYMENT

A. Prepare Application for Final Payment as specified for progress payments, identifying totaladjusted Contract Sum, previous payments, and sum remaining due.

B. Application for Final Payment will not be considered until the following have beenaccomplished:1. All closeout procedures specified in Section 01 7000.2. Insurance certificates for products and completed operations where required and proof

that taxes, fees and similar obligations were paid.3. Updated final statement, accounting for final changes to the Contract Sum.4. AIA Document G706, " Contractor's Affidavit of Payment of Debts and Claims."5. AIA Document G706A, " Contractor's Affidavit of Release of Liens."6. AIA Document G707, " Consent of Surety to Final Payment."7. Evidence that claims have been settled.


END OF SECTION


MRaeAllowances

01 2100 - 1

SECTION 01 2100ALLOWANCES


A. Contingency allowance.1.02 RELATED REQUIREMENTS

A. Section 01 2000 - Price and Payment Procedures: Additional payment and modificationprocedures.

1.03 CONTINGENCY ALLOWANCEA. Contractor's costs for products, delivery, installation, labor, insurance, payroll, taxes, bonding,

equipment rental, overhead and profit will be included in Change Orders authorizingexpenditure of funds from this Contingency Allowance.

B. Funds will be drawn from the Contingency Allowance only by Change Order.C. At closeout of Contract, funds remaining in Contingency Allowance will be credited to Owner by

Change Order.D. Selected materials and equipment, and in some cases installation, are specified in the Contract

Documents by allowances. Allowances are established to defer selection of actual materialsand equipment until additional information is available. Additional requirements will be issuedby Change Order.

E. All Contractors shall include Material and Labor markups for allowances in their total base bidamount. Additional Material and Labor markups for the cost of extra work to be paid fromAllowance funds will not be considered for payment.

F. At the Architect or Owner's request, the Contractor shall provide quotes for additional work thatmay be required for use of each allowance. Include recommendations that are relevant toperforming the Work.

G. Contingency Allowances: Use contingency allowance only as directed for the Owner's purposesand only by Change Orders that indicate amounts to be charged to the allowance.1. Related costs for products and equipment ordered under the contingency allowance,

including delivery, installation, taxes, insurance and similar costs, are not part of theContract Sum.

2. Change Orders authorizing use of funds from the contingency allowance will includeContractor's related costs and reasonable overhead and profit.

3. At closeout of Contract, funds remaining in Contingency Allowance will be credited to theOwner by Change Order.

H. Coordinate materials and their installation for each allowance with related materials andinstallation to ensure that each allowance item is completely Integrated and interfaces withrelated work.

1.04 ALLOWANCES SCHEDULEA. Contingency Allowance: Include in the respective base bid amounts the following allowance

amounts for use as directed and approved by the Owner through the Architect1. Project R-5: West Side Leadership Academy.................................$60,000.002. Project R-6: West Side Leadership Academy.................................$30,000.003. Project R-7: Beveridge Elementary School....................................$30,000.00


END OF SECTION


MRaeUnit Prices

01 2200 - 1

SECTION 01 2200UNIT PRICES


A. Measurement and payment criteria applicable to Work performed under a unit price paymentmethod.

1.02 COSTS INCLUDEDA. Unit Prices included on the Bid Form shall include full compensation for all required labor,

products, tools, equipment, plant, transportation, services and incidentals; erection, applicationor installation of an item of the Work; overhead and profit.

1.03 UNIT QUANTITIES SPECIFIEDA. Quantities indicated in the Bid Form are for bidding and contract purposes only. Quantities and

measurements of actual Work will determine the payment amount.1.04 PAYMENT

A. Payment for Work governed by unit prices will be made on the basis of the actualmeasurements and quantities of Work that is incorporated in or made necessary by the Workand accepted by the Architect, multiplied by the unit price.

B. Payment will not be made for any of the following:1. Products wasted or disposed of in a manner that is not acceptable.2. Products determined as unacceptable before or after placement.3. Products not completely unloaded from the transporting vehicle.4. Products placed beyond the lines and levels of the required Work.5. Products remaining on hand after completion of the Work.6. Loading, hauling, and disposing of rejected Products.

1.05 DEFECT ASSESSMENTA. Replace Work, or portions of the Work, not complying with specified requirements.B. If, in the opinion of Architect, it is not practical to remove and replace the Work, Architect will

direct one of the following remedies:1. The defective Work may remain, but the unit price will be adjusted to a new unit price at

the discretion of Architect.2. The defective Work will be partially repaired to the instructions of the Architect, and the

unit price will be adjusted to a new unit price at the discretion of Architect.C. The authority of Architect to assess the defect and identify payment adjustment is final.


END OF SECTION


MRaeSubstitution Procedures

01 2500 - 1

SECTION 01 2500SUBSTITUTION PROCEDURES


A. Procedural requirements for proposed substitutions.1.02 RELATED REQUIREMENTS

A. Section 01 3000 - Administrative Requirements: Submittal procedures, coordination.B. Section 01 6000 - Product Requirements: Fundamental product requirements, product options,

delivery, storage, and handling.PART 2 PRODUCTS - NOT USEDPART 3 EXECUTION3.01 GENERAL REQUIREMENTS

A. A Substitution Request for products, assemblies, materials, and equipment constitutes arepresentation that the submitter:1. Has investigated proposed product and determined that it meets or exceeds the quality

level of the specified product, equipment, assembly, or system.2. Agrees to provide the same warranty for the substitution as for the specified product.3. Agrees to provide same or equivalent maintenance service and source of replacement

parts, as applicable.4. Agrees to coordinate installation and make changes to other work that may be required for

the work to be complete, with no additional cost to Owner.5. Waives claims for additional costs or time extension that may subsequently become

apparent.6. Prime Bidder must be providing substitution requests.

B. Document each request with complete data substantiating compliance of proposed substitutionwith Contract Documents. Burden of proof is on proposer.

C. Content: Include information necessary for tracking the status of each Substitution Request,and information necessary to provide an actionable response.

D. Submit your substitution no later than 10 days before first bid openingE. Limit each request to a single proposed substitution item.

1. Submit an electronic document, combining the request form with supporting data intosingle document.

3.02 SUBSTITUTION PROCEDURES DURING PROCUREMENT3.03 SUBSTITUTION PROCEDURES DURING CONSTRUCTION3.04 RESOLUTION

A. Architect may request additional information and documentation prior to rendering a decision. Provide this data in an expeditious manner.

B. Architect will notify Contractor in writing of decision to accept or reject request.3.05 ACCEPTANCE3.06 CLOSEOUT ACTIVITIES

A. See Section 01 7800 - Closeout Submittals, for closeout submittals.B. Include completed Substitution Request Forms as part of the Project record. Include both

approved and rejected Requests.END OF SECTION


MRaeAdministrative Requirements

01 3000 - 1

SECTION 01 3000ADMINISTRATIVE REQUIREMENTS


A. Preconstruction meeting.B. Progress meetings.C. Construction progress schedule.D. Number of copies of submittals.E. Submittal procedures.

1.02 RELATED REQUIREMENTSA. Section 00 7300 - Supplementary Conditions: Duties of the Construction Manager.B. Section 01 7000 - Execution and Closeout Requirements: Additional coordination

requirements.C. Section 01 7800 - Closeout Submittals: Project record documents; operation and maintenance

data; warranties and bonds.PART 2 PRODUCTS - NOT USEDPART 3 EXECUTION3.01 PRECONSTRUCTION MEETING

A. Architect will schedule and administer meeting after Notice of Award.B. Attendance Required:

1. Owner.2. Architect.3. Contractor.

C. Agenda:1. Execution of Owner-Contractor Agreement.2. Submission of executed bonds and insurance certificates.3. Distribution of Contract Documents.4. Submission of list of subcontractors, list of products, schedule of values, and progress

schedule.5. Procedures and processing of field decisions, submittals, substitutions, applications for

payments, proposal request, Change Orders, and Contract closeout procedures.6. Scheduling.

D. Record minutes and distribute copies within two days after meeting to participants, with twocopies to Architect, Owner, participants, and those affected by decisions made.

3.02 PROGRESS MEETINGSA. Attendance Required: Contractor Shall run meeting with Owner/Architect Oversite

1. Contractor.2. Owner.3. Architect.4. Contractor's superintendent.5. Major subcontractors.

B. Agenda:1. Review minutes of previous meetings.2. Review of work progress.3. Field observations, problems, and decisions.4. Identification of problems that impede, or will impede, planned progress.5. Review of submittals schedule and status of submittals.



01 3000 - 2

6. Maintenance of progress schedule.7. Corrective measures to regain projected schedules.8. Planned progress during succeeding work period.9. Maintenance of quality and work standards.10. Effect of proposed changes on progress schedule and coordination.11. Other business relating to work.

C. Record minutes and distribute electronically via email within two days after meeting to Architect,Owner, participants, and those affected by decisions made.

3.03 CONSTRUCTION PROGRESS SCHEDULE A. If preliminary schedule requires revision after review, submit revised schedule within 10 days.B. Within 20 days after review of preliminary schedule, submit draft of proposed complete

schedule for review.1. Include written certification that major contractors have reviewed and accepted proposed

schedule.C. Within 10 days after joint review, submit complete schedule.D. Submit updated schedule with each Application for Payment and at each Progress Meeting.

3.04 SUBMITTALS FOR REVIEWA. When the following are specified in individual sections, submit them for review:

1. Product data.2. Shop drawings.3. Samples for selection.4. Samples for verification.

B. Submit to Architect for review for the limited purpose of checking for compliance withinformation given and the design concept expressed in Contract Documents.

C. Samples will be reviewed for aesthetic, color, or finish selection.D. After review, provide copies and distribute in accordance with SUBMITTAL PROCEDURES

article below and for record documents purposes described in Section 01 7800 - CloseoutSubmittals.

3.05 SUBMITTALS FOR INFORMATIONA. When the following are specified in individual sections, submit them for information:

1. Design data.2. Certificates.3. Test reports.4. Inspection reports.5. Manufacturer's instructions.6. Manufacturer's field reports.7. Other types indicated.

B. Submit for Architect's knowledge as contract administrator or for Owner.3.06 SUBMITTALS FOR PROJECT CLOSEOUT

A. Submit Correction Punch List for Substantial Completion.B. Submit Final Correction Punch List for Substantial Completion.C. When the following are specified in individual sections, submit them at project closeout in

compliance with requirements of Section 01 7800 - Closeout Submittals:1. Project record documents.2. Operation and maintenance data.3. Warranties.4. Bonds.5. Other types as indicated.



01 3000 - 3

D. Submit for Owner's benefit during and after project completion.3.07 NUMBER OF COPIES OF SUBMITTALS

A. Electronic Documents: Submit one electronic copy in PDF format; an electronically-marked upfile will be returned. Create PDFs at native size and right-side up; illegible files will be rejected.

B. Samples: Submit the number specified in individual specification sections; one of which will beretained by Architect.1. After review, produce duplicates.2. Retained samples will not be returned to Contractor unless specifically so stated.

3.08 SUBMITTAL PROCEDURESA. General Requirements:B. Product Data Procedures:

1. Submit only information required by individual specification sections.2. Collect required information into a single submittal.3. Do not submit (Material) Safety Data Sheets for materials or products.

C. Shop Drawing Procedures:1. Prepare accurate, drawn-to-scale, original shop drawing documentation by interpreting

Contract Documents and coordinating related work.2. Generic, non-project-specific information submitted as shop drawings do not meet the

requirements for shop drawings.D. Transmit each submittal with approved form.E. Contractor shall be responsible for submitting all documents in electronic (PDF) format and

transmitted via email.1. Provide electronic stamping and signatures.2. Beside submittal for review, information and closeout, this procedure applies to requests

for information (RFI's), progress documentation, field reports and meeting minutes.3. Files shall be limited to 5 MB.4. File naming convention

a. The extension should be .pdf for Acrobat files.b. The file name should be in the form of Division Number and Document Title.

1) Example: 08 1113 Hollow Metal Doors and Frames5. No security features shall be enabled.6. Submittals containing information for more than one specification section shall have all

sections identified on the transmittal according to the above numbering and name format.F. Apply Contractor's stamp, signed or initialed certifying that review, approval, verification of

Products required, field dimensions, adjacent construction Work, and coordination ofinformation is in accordance with the requirements of the Work and Contract Documents.

G. Deliver submittals to Architect at the following email address.1. [email protected]

H. For each submittal for review, allow 15 days excluding delivery time to and from the Contractor.1. The review period will not be shortened for failure of the Contractor to anticipate

construction schedule conflicts.I. Shop Drawings, Product Data, Samples and similar submittals are not Contract Documents.

Their purpose is to demonstrate the way by which the Contractor proposes to conform to theinformation given and the design concept expressed in the Contract Documents for thoseportions of the Work for which the Contract Documents require submittals. Informationalsubmittals upon which the Architect is not expected to take responsive action may be soidentified in the Contract Documents Submittals that are not required by the ContractDocuments may be returned by the Architect without action.

J. The Contractor shall review for compliance with the Contract Documents, approve and submitto the Architect Shop Drawings, Product Data, Samples and similar submittals required by the



01 3000 - 4

Contract Documents in accordance with the submittal schedule approved by the Architect or, inthe absence of an approved submittal schedule, with reasonable promptness and in suchsequence as to cause no delay in the Work or in the activities of the Owner or of separatecontractors.

K. By submitting Shop Drawings, Product Data, Samples and similar submittals, the Contractorrepresents to the Owner and Architect that the Contractor has:1. Reviewed and approved them.2. Determined and verified materials, field measurements and field construction criteria

related thereto, or will do so.3. Checked and coordinated the information contained within such submittals with the

requirements of the Work and of the Contract Documents.L. The Contractor shall perform no portion of the Work for which the Contract Documents require

submittal and review of Shop Drawings, Product Data, Samples or similar submittals until therespective submittal has been approved by the Architect.

M. The Work shall be in accordance with approved submittals except that the Contractor shall notbe relieved of responsibility for deviations from requirements of the Contract Documents by theArchitect's approval of Shop Drawings, Product Data, Samples or similar submittals unless theContractor has specifically informed the Architect in writing of such deviation at the time ofsubmittal and:1. The Architect has given written approval to the specific deviation as a minor change in the

Work.2. A Change Order or Construction Change Directive has been issued authorizing the

deviation. The Contractor shall not be relieved of responsibility for errors or omissions inShop Drawings, Product Data, Samples or similar submittals by the Architect's approvalthereof.

N. The Contractor shall direct specific attention, in writing or on resubmitted Shop Drawings,Product Data, Samples or similar submittals, to revisions other than those requested by theArchitect on previous submittals. In the absence of such written notice, the Architect's approvalof a resubmission shall not apply to such revisions.

END OF SECTION


MRaeQuality Requirements

01 4000 - 1

SECTION 01 4000QUALITY REQUIREMENTS


A. Submittals.B. Testing and inspection agencies and services.C. Control of installation.D. Mock-ups.E. Manufacturers' field services.F. Defect Assessment.

1.02 SUBMITTALSA. See Section 01 3000 - Administrative Requirements, for submittal procedures.B. Certificates: When specified in individual specification sections, submit certification by the

manufacturer and Contractor or installation/application subcontractor to Architect, in quantitiesspecified for Product Data.1. Indicate material or product complies with or exceeds specified requirements. Submit

supporting reference data, affidavits, and certifications as appropriate.2. Certificates may be recent or previous test results on material or product, but must be

acceptable to Architect.C. Manufacturer's Instructions: When specified in individual specification sections, submit printed

instructions for delivery, storage, assembly, installation, start-up, adjusting, and finishing, for theOwner's information. Indicate special procedures, perimeter conditions requiring specialattention, and special environmental criteria required for application or installation.

D. Manufacturer's Field Reports: Submit reports for Architect's benefit as contract administrator orfor Owner.1. Submit for information for the limited purpose of assessing compliance with information

given and the design concept expressed in the Contract Documents.PART 3 EXECUTION2.01 CONTROL OF INSTALLATION

A. Monitor quality control over suppliers, manufacturers, products, services, site conditions, andworkmanship, to produce work of specified quality.

B. Comply with manufacturers' instructions, including each step in sequence.C. Should manufacturers' instructions conflict with Contract Documents, request clarification from

Architect before proceeding.D. Comply with specified standards as minimum quality for the work except where more stringent

tolerances, codes, or specified requirements indicate higher standards or more preciseworkmanship.

E. Have work performed by persons qualified to produce required and specified quality.F. Verify that field measurements are as indicated on shop drawings or as instructed by the

manufacturer.G. Secure products in place with positive anchorage devices designed and sized to withstand

stresses, vibration, physical distortion, and disfigurement.2.02 MOCK-UPS

A. Tests shall be performed under provisions identified in this section and identified in therespective product specification sections.

B. Assemble and erect specified items with specified attachment and anchorage devices,flashings, seals, and finishes.


MRaeQuality Requirements

01 4000 - 2

C. Architect will use accepted mock-ups as a comparison standard for the remaining Work.D. Where mock-up has been accepted by Architect and is specified in product specification

sections to be removed, protect mock-up throughout construction, remove mock-up and cleararea when directed to do so by Architect.

2.03 MANUFACTURERS' FIELD SERVICESA. When specified in individual specification sections, require material or product suppliers or

manufacturers to provide qualified staff personnel to observe site conditions, conditions ofsurfaces and installation, quality of workmanship , start-up of equipment , test, adjust, andbalance equipment as applicable, and to initiate instructions when necessary.

B. Report observations and site decisions or instructions given to applicators or installers that aresupplemental or contrary to manufacturers' written instructions.

2.04 DEFECT ASSESSMENTA. Replace Work or portions of the Work not complying with specified requirements.

END OF SECTION


MRaeReference Standards

01 4219 - 1

SECTION 01 4219REFERENCE STANDARDS


A. Requirements relating to referenced standards.B. Reference standards full title and edition date.

1.02 QUALITY ASSURANCEA. For products or workmanship specified by reference to a document or documents not included

in the Project Manual, also referred to as reference standards, comply with requirements of thestandard, except when more rigid requirements are specified or are required by applicablecodes.

B. Comply with the reference standard of date of issue specified in this section, except where aspecific date is established by applicable code.

C. Obtain copies of standards when required by Contract Documents.D. Maintain copy at project site during submittals, planning, and progress of the specific work, until

Date of Substantial Completion.E. Should specified reference standards conflict with Contract Documents, request clarification

from the Architect before proceeding.F. Neither the contractual relationships, duties, or responsibilities of the parties in Contract nor

those of the Architect shall be altered by Contract Documents by mention or inferenceotherwise in any reference document.

1.03 DEFINITIONSA. Definitions: Basic contract definitions are included in the Conditions of the Contract.B. "Indicated" refers to graphic representations, notes, or schedules on the Drawings, or other

paragraphs or Schedules in the Specifications, and similar requirements in the ContractDocuments. Terms such as "shown," "noted," "scheduled," and "specified" are used to help thereader locate the reference. Location is not limited.

C. "Directed," "requested," "authorized," "selected," "approved," "required," and "permitted" meandirected by the Architect, requested by the Architect, and similar phrases.

D. "Approved," when used in conjunction with the Architect's action on the Contractor's submittals,applications, and requests, is limited to the Architect's duties and responsibilities as stated inthe Conditions of the Contract.

E. "Regulations" includes laws, ordinances, statutes, and lawful orders issued by authoritieshaving jurisdiction, as well as rules, conventions, and agreements within the constructionindustry that control performance of the Work.

F. "Furnish" means supply and deliver to the Project Site, ready for unloading, unpacking,assembly, installation, and similar operations.

G. "Install" describes operations at the Project Site including the actual unloading, unpacking,assembly, erecting, placing, anchoring, applying, working to dimension, finishing, curing,protecting, cleaning, and similar operations.

H. "Provide" means to furnish and install, complete and ready for the intended use.I. "Installer" is the Contractor or another entity engaged by the Contractor, either as an employee,

subcontractor, or contractor of lower tier, to perform a particular construction activity, includinginstallation, erection, application, or similar operations. Installers are required to beexperienced in the operations they are engaged to perform.1. The term "experienced," when used with the term "installer," means having a minimum of

5 previous projects similar in size and scope to this Project, being familiar with the specialrequirements indicated, and having complied with requirements of authorities havingjurisdiction.



01 4219 - 2

a. Using terms such as "carpentry" does not imply that certain work must be performedby accredited or unionized individuals of a corresponding generic name, such as"carpenter."

2. Should the "Installer fail to meet the "experienced" requirements identified herein, theinstaller may request a waiver. Request for a waiver will be considered if received by theArchitect at least two days prior to receipt of bids. The installer requesting a waiver mustsubmit a letter which clearly states how the experience requirements cannot be met andshall be accompanied by a completed copy of the latest edition of AIA document A305:"Contractor''s Qualification Statement". The Architect may request additional informationnecessary for evaluation. The Architect reserves the right to reject or accept any or allrequest to waive the "experienced" requirements.

J. "Project Site" is the space available to the Contractor for performing construction activities,either exclusively or in conjunction, with others performing other work as part of the Project. The extent of the Project Site is shown on the Drawings and may or may not be identical withthe description of the land on which the Project is to be built.

K. "Testing Agencies": A testing agency is an independent entity engaged to perform specificinspections or tests, either at the Project Site or elsewhere, and to report on and, if required, tointerpret results of those inspections or tests.

L. Specification Format: These Specifications are organized into Divisions and Sections based onCSI's 48 Division MasterFormat numbering system.1. Abbreviated Language: Language used in Specifications is abbreviated. Implied words

and meanings shall be interpreted as appropriate. Singular words will be interpreted asplural and plural words interpreted as singular where applicable as the context of theContract Documents indicates.

2. Streamlined Language: The Specifications generally use the imperative mood andstreamlined language. Requirements expressed in the imperative mood are to beperformed by the Contractor. At certain locations in the Text, subjective language is usedfor clarity to describe responsibilities that must be fulfilled indirectly by the Contractor or byothers when so noted.a. The words "shall be" are implied where a colon (:) is used within a sentence or

phrase.M. Copies of Standards: Copies of applicable standards are not bound with the Contract

Documents. Where copies of standards are needed to perform a required construction activity,the Contractor shall obtain copies directly from the publication source.

N. Abbreviations and Names: Where acronyms or abbreviations are used in the Specifications orother Contract Documents, they mean the recognized name of the trade association,standards-generating organization, authorities having jurisdiction, or other entity applicable tothe context of the text provision. Refer to Gale Research Co.'s "Encyclopedia of Associations,"available in most libraries.

O. Permits, Licenses, and Certificates: For the Owner's records, submit copies of permits,licenses, certifications, inspection reports, releases, jurisdictional settlements, notices, receiptsfor fee payments, judgments, correspondence, records, and similar documents, established inconjunction with compliance with standards and regulations bearing upon performance of theWork.

PART 2 CONSTRUCTION INDUSTRY ORGANIZATION DOCUMENTS2.01 AIA -- THE AMERICAN INSTITUTE OF ARCHITECTS

A. AIA A101 - Standard Form of Agreement Between Owner and Contractor where the basis ofPayment is a Stipulated Sum 2017.

B. AIA A201 - General Conditions of the Contract for Construction 2017.C. AIA A310 - Bid Bond 2010.D. AIA G701 - Change Order 2017.E. AIA G702 - Application and Certificate for Payment 1992.



01 4219 - 3

F. AIA G703 - Continuation Sheet 1992.G. AIA G704 - Certificate of Substantial Completion 2017.H. AIA G710 - Architect's Supplemental Instructions 2017.I. AIA G714 - Construction Change Directive 2017.

2.02 ASTM A SERIES -- ASTM INTERNATIONAL A. ASTM A153/A153M - Standard Specification for Zinc Coating (Hot-Dip) on Iron and Steel

Hardware 2016a.2.03 ASTM B SERIES -- ASTM INTERNATIONAL

A. ASTM B32 - Standard Specification for Solder Metal 2020.B. ASTM B209 - Standard Specification for Aluminum and Aluminum-Alloy Sheet and Plate 2014.C. ASTM B209M - Standard Specification for Aluminum and Aluminum-Alloy Sheet and Plate

(Metric) 2014.2.04 ASTM D SERIES -- ASTM INTERNATIONAL

A. ASTM D16 - Standard Terminology for Paint, Related Coatings, Materials, and Applications2016.

B. ASTM D412 - Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers--Tension 2016 (Reapproved 2021).

C. ASTM D523 - Standard Test Method for Specular Gloss 2014 (Reapproved 2018).D. ASTM D624 - Standard Test Method for Tear Strength of Conventional Vulcanized Rubber and

Thermoplastic Elastomers 2000 (Reapproved 2020).E. ASTM D1970/D1970M - Standard Specification for Self-Adhering Polymer Modified Bituminous

Sheet Materials Used as Steep Roofing Underlayment for Ice Dam Protection 2020.F. ASTM D2240 - Standard Test Method for Rubber Property--Durometer Hardness 2015

(Reapproved 2021).G. ASTM D4434/D4434M - Standard Specification for Poly(Vinyl Chloride) Sheet Roofing 2021.H. ASTM D4637/D4637M - Standard Specification for EPDM Sheet Used in Single-Ply Roof

Membrane 2015.2.05 ASTM E SERIES -- ASTM INTERNATIONAL2.06 AWC -- AMERICAN WOOD COUNCIL

A. AWC (WFCM) - Wood Frame Construction Manual for One- and Two-Family Dwellings 2015.2.07 AWPA -- AMERICAN WOOD-PRESERVERS' ASSOCIATION

A. AWPA U1 - Use Category System: User Specification for Treated Wood 2018.2.08 FM -- FACTORY MUTUAL GLOBAL

A. FM 4470 - Approval Standard for Single-Ply, Polymer-Modified Bitumen Sheet, Built-Up Roof(BUR) and Liquid Applied Roof Assemblies for use in Class 1 and Noncombustible Roof DeckConstruction 2016.

B. FM DS 1-28 - Wind Design 2016.C. FM DS 1-29 - Roof Deck Securement and Above-Deck Roof Components 2016, with Editorial

Revision (2020).2.09 MPI -- MASTER PAINTERS INSTITUTE (MASTER PAINTERS AND DECORATORS

ASSOCIATION)A. MPI (APL) - Master Painters Institute Approved Products List; Master Painters and Decorators

Association Current Edition.B. MPI (APSM) - Master Painters Institute Architectural Painting Specification Manual Current

Edition.



01 4219 - 4

2.10 NRCA -- NATIONAL ROOFING CONTRACTORS ASSOCIATIONA. NRCA ML104 - The NRCA Roofing and Waterproofing Manual Fifth Edition, with interim

updates.B. NRCA (RM) - The NRCA Roofing Manual 2019.C. NRCA (WM) - The NRCA Waterproofing Manual 2005.

2.11 SMACNA -- SHEET METAL AND AIR CONDITIONING CONTRACTORS' NATIONALASSOCIATION, INC.A. SMACNA (ASMM) - Architectural Sheet Metal Manual 2012.

2.12 SPIB -- SOUTHERN PINE INSPECTION BUREAU, INC.A. SPIB (GR) - Grading Rules 2014.

2.13 SPRI -- SINGLE PLY ROOFING INDUSTRYA. SPRI ES-1 - Wind Design Standard for Edge Systems Used with Low Slope Roofing Systems

2011.2.14 UL -- UNDERWRITERS LABORATORIES INC.

A. UL (DIR) - Online Certifications Directory Current Edition.B. UL (FRD) - Fire Resistance Directory Current Edition.C. UL 723 - Standard for Test for Surface Burning Characteristics of Building Materials Current

Edition, Including All Revisions.PART 3 UNITED STATES GOVERNMENT AND RELATED AGENCIES DOCUMENTS3.01 PS -- PRODUCT STANDARDS

A. PS 20 - American Softwood Lumber Standard 2020.END OF SECTION


MRaeTemporary Facilities and Controls

01 5000 - 1

SECTION 01 5000TEMPORARY FACILITIES AND CONTROLS


A. Temporary utilities.B. Temporary sanitary facilities.C. Temporary Controls: Barriers and enclosures.D. Security requirements.E. Vehicular access and parking.F. Waste removal facilities and services.G. Temporary Fire Protection.

1.02 TEMPORARY UTILITIES A. Owner will provide the following:

1. Electrical power and metering, consisting of connection to existing facilities.2. Water supply, consisting of connection to existing facilities.

B. Use trigger-operated nozzles for water hoses, to avoid waste of water.1.03 TEMPORARY SANITARY FACILITIES

A. Provide and maintain required facilities and enclosures. Provide at time of project mobilization.B. Provide temporary toilets, wash facilities, and drinking water for use of construction personnel.

Comply with authorities having jurisdiction for type, number, location, operation, andmaintenance of fixtures and facilities. Provide toilet tissue, paper towels and similar disposable materials for each facility.

C. Toilets: Provide self-contained, single occupant chemical, or aerated recirculation type toiletunits. Toilet units must be properly vented, fully enclosed with glass-fiber-reinforced polyestershell or similar non-absorbent material. Shield toilets to ensure privacy. Use of pit-type toiletswill not be permitted.

D. Wash Facilities: Install wash facilities supplied with potable water at convenient locations forpersonnel involved in handling materials that require wash-up. Dispose of drainage properly. Supply cleaning compounds.

E. Drinking-Water Facilities: Provide containerized, tap-dispenser, bottled drinking-water units.F. Maintain daily in clean and sanitary condition.

1.04 BARRIERSA. Provide barriers to prevent unauthorized entry to construction areas, to prevent access to areas

that could be hazardous to workers or the public, to allow for owner's use of site and to protectexisting facilities and adjacent properties from damage from construction operations anddemolition.

B. Provide barricades and covered walkways required by governing authorities for public rights-of-way and for public access to existing building.

C. Provide protection for plants designated to remain. Replace damaged plants.D. Protect non-owned vehicular traffic, stored materials, site, and structures from damage.E. Warning Signs and Lights: Comply with standards and code requirements for erection of

barricades. Paint appropriate warning signs to inform personnel and the public of the hazardbeing protected against. Where needed provide lighting, including flashing lights.

1.05 SECURITY A. Provide security and facilities to protect Work, existing facilities, and Owner's operations from

unauthorized entry, vandalism, or theft.



01 5000 - 2

B. Coordinate with Owner's security program.1.06 VEHICULAR ACCESS AND PARKING - SEE SECTION 01 5500

A. Coordinate access and haul routes with governing authorities and Owner.B. Provide and maintain access to fire hydrants, free of obstructions.C. Provide means of removing mud from vehicle wheels before entering streets.D. Provide temporary parking areas to accommodate construction personnel. When site space is

not adequate, provide additional off-site parking.1.07 WASTE REMOVAL

A. Provide waste removal facilities and services as required to maintain the site in clean andorderly condition.

B. Provide containers with lids. Remove trash from site periodically.C. If materials to be recycled or re-used on the project must be stored on-site, provide suitable

non-combustible containers; locate containers holding flammable material outside the structureunless otherwise approved by the authorities having jurisdiction.

D. Open free-fall chutes are not permitted. Terminate closed chutes into appropriate containerswith lids.

1.08 REMOVAL OF UTILITIES, FACILITIES, AND CONTROLSA. Remove temporary utilities, equipment, facilities, materials, prior to Date of Substantial

Completion inspection.B. Remove underground installations to a minimum depth of 2 feet. Grade site as indicated.C. Clean and repair damage caused by installation or use of temporary work.D. Restore existing facilities used during construction to original condition.

PART 2 PRODUCTS2.01 MATERIALS

A. Tarpaulins: Waterproof, Fire-resistant, UL-labeled tarpaulins with flame-spread rating of 15 orless, are to be used for temporary protection of roofing materials on site. Manufacturers plasticshrink wrap will not be acceptable. For interior protection provide translucent, nylon-reinforced,laminated polyethylene or polyvinyl chloride, fire-retardant tarpaulins.

B. Equipment: Provide equipment suitable for its use intended. Equipment is to be undamagedand in serviceable condition.1. Water hoses: Standard 3/4-inch (19 mm), heavy-duty, abrasion-resistant, flexible rubber

hoses 100 feet (30m) long. Provide adjustable shutoff nozzles at hose discharge.2. Electrical Outlets: Properly configured, NEMA-polarized outlets. Provide outlets equipped

with ground-fault circuit interrupters, reset button, and pilot light for connection of powertools and equipment.

3. Electrical Power Cords: Grounded extension cords. Use hard-service cords whereexposed to abrasion and traffic.

4. Fire Extinguishers: Hand carried, portable, UL-rated. Class A fire extinguishers fortemporary offices and similar spaces. In other locations, provide hand-carried, portable,UL-rated, Class ABC, dry-chemical extinguishers or combination of extinguishers ofNFPA-recommended classes for the exposures.a. Comply with NFPA 10 and NFPA 241 for classification, extinguishing agent, and size

required by location and class of fire exposure.PART 3 EXECUTION3.01 CONDITIONS OF USE

A. Locate facilities where they will service the project adequately and result in minimuminterference with performance of the Work. Relocate and modify facilities as required.



01 5000 - 3

B. Keep temporary facilities clean and neat in appearance. Operate safely and efficiently.Relocate as the Work progressed. Do not overload facilities or permit them to interfere withprogress. Take necessary fire-prevention measures. Do not allow hazardous, dangerous, orunsanitary conditions, or public nuisances to develop or persist on-site.

END OF SECTION


MRaeProduct Requirements

01 6000 - 1

SECTION 01 6000PRODUCT REQUIREMENTS


A. Transportation, handling, storage and protection.B. Product option requirements.C. Substitution limitations.D. Maintenance materials, including extra materials, spare parts, tools, and software.

1.02 RELATED REQUIREMENTSA. Section 01 1000 - SUMMARY :B. Section 01 2500 - Substitution Procedures: Substitutions made during procurement and/or

construction phases.C. Section 01 4000 - Quality Requirements: Product quality monitoring.

1.03 SUBMITTALSA. Product Data Submittals: Submit manufacturer's standard published data. Mark each copy to

identify applicable products, models, options, and other data. Supplement manufacturers'standard data to provide information specific to this Project.

B. Shop Drawing Submittals: Prepared specifically for this Project; indicate utility and electricalcharacteristics, utility connection requirements, and location of utility outlets for service forfunctional equipment and appliances.

C. Sample Submittals: Illustrate functional and aesthetic characteristics of the product, withintegral parts and attachment devices. Coordinate sample submittals for interfacing work.1. For selection from standard finishes, submit samples of the full range of the

manufacturer's standard colors, textures, and patterns.D. Indicate utility and electrical characteristics, utility connection requirements, and location of

utility outlets for service for functional equipment and appliances.PART 2 PRODUCTS2.01 NEW PRODUCTS

A. Provide new products unless specifically required or permitted by Contract Documents.B. Use of products having any of the following characteristics is not permitted:

2.02 PRODUCT OPTIONSA. Products Specified by Reference Standards or by Description Only: Use any product meeting

those standards or description.B. Products Specified by Naming One or More Manufacturers: Use a product of one of the

manufacturers named and meeting specifications, no options or substitutions allowed.C. Products Specified by Naming One or More Manufacturers with a Provision for Substitutions:

Submit a request for substitution for any manufacturer not named.D. Products specified as "Basis of Design": The product has been selected as an example and

standard of the performance, appearance, or function desired, or for one or more otherreasons. The product named is used as the basis of comparison of other products which maybe proposed or submitted for review. In some cases, other details or construction assembliesare based on the characteristics of the product named. Products named in addition to theBasis of Design product must still comply with other technical criteria and requirements listed.

2.03 MAINTENANCE MATERIALSA. Furnish extra materials, spare parts, tools, and software of types and in quantities specified in

individual specification sections.


MRaeProduct Requirements

01 6000 - 2

B. Deliver to Project site; obtain receipt prior to final payment.PART 3 EXECUTION3.01 SUBSTITUTION LIMITATIONS

A. See Section 01 2500 - Substitution Procedures.3.02 TRANSPORTATION AND HANDLING

A. Package products for shipment in manner to prevent damage; for equipment, package to avoidloss of factory calibration.

B. If special precautions are required, attach instructions prominently and legibly on outside ofpackaging.

C. Coordinate schedule of product delivery to designated prepared areas in order to minimize sitestorage time and potential damage to stored materials.

D. Transport and handle products in accordance with manufacturer's instructions.E. Transport materials in covered trucks to prevent contamination of product and littering of

surrounding areas.F. Promptly inspect shipments to ensure that products comply with requirements, quantities are

correct, and products are undamaged.G. Provide equipment and personnel to handle products by methods to prevent soiling,

disfigurement, or damage, and to minimize handling.H. Arrange for the return of packing materials, such as wood pallets, where economically feasible.

3.03 STORAGE AND PROTECTIONA. Store and protect products in accordance with manufacturers' instructions.B. Store with seals and labels intact and legible.C. Store sensitive products in weathertight, climate-controlled enclosures in an environment

favorable to product.D. For exterior storage of fabricated products, place on sloped supports above ground.E. Protect products from damage or deterioration due to construction operations, weather,

precipitation, humidity, temperature, sunlight and ultraviolet light, dirt, dust, and othercontaminants.

F. Comply with manufacturer's warranty conditions, if any.G. Cover products subject to deterioration with impervious sheet covering. Provide ventilation to

prevent condensation and degradation of products.H. Prevent contact with material that may cause corrosion, discoloration, or staining.I. Provide equipment and personnel to store products by methods to prevent soiling,

disfigurement, or damage.J. Arrange storage of products to permit access for inspection. Periodically inspect to verify

products are undamaged and are maintained in acceptable condition.END OF SECTION


MRaeExecution and Closeout Requirements

01 7000 - 1

SECTION 01 7000EXECUTION AND CLOSEOUT REQUIREMENTS


A. Examination, preparation, and general installation procedures.B. Requirements for alterations work, including selective demolition .C. Pre-installation meetings.D. Cutting and patching.E. Cleaning and protection.F. Starting of systems and equipment.G. Demonstration and instruction of Owner personnel.H. Closeout procedures, including Contractor's Correction Punch List, except payment

procedures.I. General requirements for maintenance service.

1.02 RELATED REQUIREMENTSA. Section 01 1000 - SUMMARY: Limitations on working in existing building; continued

occupancy; work sequence; identification of salvaged and relocated materials.B. Section 01 3000 - Administrative Requirements: Submittals procedures, Electronic document

submittal service.C. Section 01 4000 - Quality Requirements: Testing and inspection procedures.D. Section 01 5000 - Temporary Facilities and Controls: Temporary exterior enclosures.E. Section 01 7800 - Closeout Submittals: Project record documents, operation and maintenance

data, warranties, and bonds.1.03 SUBMITTALS

A. See Section 01 3000 - Administrative Requirements, for submittal procedures.B. Cutting and Patching: Submit written request in advance of cutting or alteration that affects:

1. Structural integrity of any element of Project.a. Do not cut and patch structural elements in a manner that could change their load

supporting capacity or load deflection ratio.2. Integrity of weather exposed or moisture resistant element.3. Efficiency, maintenance, or safety of any operational element.

a. Do not cut and patch operating elements and related components in a manner thatresults in reducing their capacity to perform as intended or that results in increasedmaintenance or decreased operational life or safety.

4. Visual qualities of sight exposed elements.a. Visual Requirements: Do not cut and patch construction in a manner that results in

visual evidence of cutting and patching. Do not cut and patch construction exposedon the exterior or in occupied spaces in a manner that would, in the Architect'sopinion, reduce the building's aesthetic qualities. Remove and replace constructionthat has been cut and patched in a visually unsatisfactory manner.

5. Work of Owner or separate Contractor.6. Include in request:

a. Identification of Project.b. Location and description of affected work.c. Necessity for cutting or alteration.d. Description of proposed work and products to be used.e. Effect on work of Owner or separate Contractor.f. Written permission of affected separate Contractor.



01 7000 - 2

g. Date and time work will be executed.C. Obtain approval of cutting and patching proposal before cutting and patching. Approval does

not waive right to later require removal and replacement of unsatisfactory work.D. Project Record Documents: Accurately record actual locations of capped and active utilities.

1.04 PROJECT CONDITIONSA. Grade site to drain. Maintain excavations free of water. Provide, operate, and maintain

pumping equipment.B. Protect site from puddling or running water. Provide water barriers as required to protect site

from soil erosion.C. Ventilate enclosed areas to assist cure of materials, to dissipate humidity, and to prevent

accumulation of dust, fumes, vapors, or gases.D. Dust Control: Execute work by methods to minimize raising dust from construction operations.

Provide positive means to prevent air-borne dust from dispersing into atmosphere and overadjacent property.

E. Erosion and Sediment Control: Plan and execute work by methods to control surface drainagefrom cuts and fills, from borrow and waste disposal areas. Prevent erosion and sedimentation.1. Comply with Indiana Handbook for Erosion Control in Developing Areas, and applicable

local and State ordinances and codes.2. Develop and submit to authorities having jurisdiction written erosion control plan, if

applicable.1.05 COORDINATION

A. Coordinate scheduling, submittals, and work of the various sections of the Project Manual toensure efficient and orderly sequence of installation of interdependent construction elements,with provisions for accommodating items installed later.

B. Notify affected utility companies and comply with their requirements.C. Verify that utility requirements and characteristics of new operating equipment are compatible

with building utilities. Coordinate work of various sections having interdependentresponsibilities for installing, connecting to, and placing in service, such equipment.

D. Coordinate space requirements, supports, and installation of mechanical and electrical workthat are indicated diagrammatically on drawings. Follow routing indicated for pipes, ducts, andconduit, as closely as practicable; place runs parallel with lines of building. Utilize spacesefficiently to maximize accessibility for other installations, for maintenance, and for repairs.

E. In finished areas except as otherwise indicated, conceal pipes, ducts, and wiring within theconstruction. Coordinate locations of fixtures and outlets with finish elements.

F. Coordinate completion and clean-up of work of separate sections.G. After Owner occupancy of premises, coordinate access to site for correction of defective work

and work not in accordance with Contract Documents, to minimize disruption of Owner'sactivities.

PART 2 PRODUCTS2.01 PATCHING MATERIALS

A. New Materials: As specified in product sections; match existing products and work for patchingand extending work.

B. Type and Quality of Existing Products: Determine by inspecting and testing products wherenecessary, referring to existing work as a standard.

C. Product Substitution: For any proposed change in materials, submit request for substitutiondescribed in Section 01 6000 - Product Requirements.



01 7000 - 3

PART 3 EXECUTION3.01 EXAMINATION

A. Verify that existing site conditions and substrate surfaces are acceptable for subsequent work. Start of work means acceptance of existing conditions.

B. Verify that existing substrate is capable of structural support or attachment of new work beingapplied or attached.

C. Examine and verify specific conditions described in individual specification sections.D. Take field measurements before confirming product orders or beginning fabrication, to minimize

waste due to over-ordering or misfabrication.E. Verify that utility services are available, of the correct characteristics, and in the correct

locations.F. Prior to Cutting: Examine existing conditions prior to commencing work, including elements

subject to damage or movement during cutting and patching. After uncovering existing work,assess conditions affecting performance of work. Beginning of cutting or patching meansacceptance of existing conditions.

3.02 PREPARATIONA. Clean substrate surfaces prior to applying next material or substance.B. Seal cracks or openings of substrate prior to applying next material or substance.C. Apply manufacturer required or recommended substrate primer, sealer, or conditioner prior to

applying any new material or substance in contact or bond.3.03 PREINSTALLATION MEETINGS

A. When required in individual specification sections, convene a preinstallation meeting at the siteprior to commencing work of the section.

B. Require attendance of parties directly affecting, or affected by, work of the specific section.C. Notify Architect seven days in advance of meeting date.D. Prepare agenda and preside at meeting:

1. Review conditions of examination, preparation and installation procedures.2. Review coordination with related work.

E. Record minutes and distribute copies within two days after meeting to participants, with twocopies to Architect, Owner, participants, and those affected by decisions made.

3.04 GENERAL INSTALLATION REQUIREMENTSA. Install products as specified in individual sections, in accordance with manufacturer's

instructions and recommendations, and so as to avoid waste due to necessity for replacement.B. Make vertical elements plumb and horizontal elements level, unless otherwise indicated.C. Install equipment and fittings plumb and level, neatly aligned with adjacent vertical and

horizontal lines, unless otherwise indicated.D. Make consistent texture on surfaces, with seamless transitions, unless otherwise indicated.E. Make neat transitions between different surfaces, maintaining texture and appearance.

3.05 ALTERATIONSA. Drawings showing existing construction and utilities are based on the best information

available. Do not rely on drawings for locations of existing site improvements.1. Verify that construction and utility arrangements are as indicated.2. Report discrepancies to Architect before disturbing existing installation.3. Beginning of alterations work constitutes acceptance of existing conditions.

B. Maintain weatherproof exterior building enclosure except for interruptions required forreplacement or modifications; take care to prevent water and humidity damage.



01 7000 - 4

1. Where openings in exterior enclosure exist, provide construction to make exteriorenclosure weatherproof.

C. Remove existing work as indicated and as required to accomplish new work.1. Remove rotted wood, corroded metals, and deteriorated masonry and concrete; replace

with new construction specified.2. Remove items indicated on drawings.3. Relocate items indicated on drawings.4. Where new surface finishes are to be applied to existing work, perform removals, patch,

and prepare existing surfaces as required to receive new finish; remove existing finish ifnecessary for successful application of new finish.

5. Where new surface finishes are not specified or indicated, patch holes and damagedsurfaces to match adjacent finished surfaces as closely as possible.

D. Services (Including but not limited to HVAC, Plumbing, Fire Protection, Electrical, andTelecommunications ): Remove, relocate, and extend existing systems to accommodate newconstruction.1. Maintain existing active systems that are to remain in operation; maintain access to

equipment and operational components; if necessary, modify installation to allow accessor provide access panel.

2. Where existing systems or equipment are not active and Contract Documents requirereactivation, put back into operational condition; repair supply, distribution, and equipmentas required.

3. Where existing active systems serve occupied facilities but are to be replaced with newservices, maintain existing systems in service until new systems are complete and readyfor service.a. Disable existing systems only to make switchovers and connections; minimize

duration of outages.b. Provide temporary connections as required to maintain existing systems in service.

4. Verify that abandoned services serve only abandoned facilities.5. Remove abandoned pipe, ducts, conduits, and equipment , including those above

accessible ceilings; remove back to source of supply where possible, otherwise cap stuband tag with identification; patch holes left by removal using materials specified for newconstruction.

E. Protect existing work to remain.1. Prevent movement of structure; provide shoring and bracing if necessary.2. Perform cutting to accomplish removals neatly and as specified for cutting new work.3. Repair adjacent construction and finishes damaged during removal work.

F. Adapt existing work to fit new work: Make as neat and smooth transition as possible.1. When existing finished surfaces are cut so that a smooth transition with new work is not

possible, terminate existing surface along a straight line at a natural line of division andmake recommendation to Architect.

G. Patching: Where the existing surface is not indicated to be refinished, patch to match thesurface finish that existed prior to cutting. Where the surface is indicated to be refinished,patch so that the substrate is ready for the new finish.

H. Refinish existing surfaces as indicated:1. Where rooms or spaces are indicated to be refinished, refinish all visible existing surfaces

to remain to the specified condition for each material, with a neat transition to adjacentfinishes.

2. If mechanical or electrical work is exposed accidentally during the work, re-cover andrefinish to match.

I. Clean existing systems and equipment.J. Remove demolition debris and abandoned items from alterations areas and dispose of off-site;

do not burn or bury.K. Do not begin new construction in alterations areas before demolition is complete.



01 7000 - 5

L. Comply with all other applicable requirements of this section.3.06 CUTTING AND PATCHING

A. Whenever possible, execute the work by methods that avoid cutting or patching.B. See Alterations article above for additional requirements.C. Perform whatever cutting and patching is necessary to:

1. Complete the work.2. Fit products together to integrate with other work.3. Provide openings for penetration of mechanical, electrical, and other services.4. Match work that has been cut to adjacent work.5. Repair areas adjacent to cuts to required condition.6. Repair new work damaged by subsequent work.7. Remove samples of installed work for testing when requested.8. Remove and replace defective and non-complying work.

D. Execute cutting and patching including excavation and fill to complete the work, to uncoverwork in order to install improperly sequenced work, to remove and replace defective or non-conforming work, to remove samples of installed work for testing when requested, to provideopenings in the work for penetration of mechanical and electrical work, to execute patching tocomplement adjacent work, and to fit products together to integrate with other work.

E. Execute work by methods that avoid damage to other work and that will provide appropriatesurfaces to receive patching and finishing. In existing work, minimize damage and restore tooriginal condition.

F. Employ original installer to perform cutting for weather exposed and moisture resistantelements, and sight exposed surfaces.

G. Cut rigid materials using masonry saw or core drill. Pneumatic tools not allowed without priorapproval.

H. Restore work with new products in accordance with requirements of Contract Documents.I. Fit work air tight to pipes, sleeves, ducts, conduit, and other penetrations through surfaces.J. Patching:

1. Finish patched surfaces to match finish that existed prior to patching. On continuoussurfaces, refinish to nearest intersection or natural break. For an assembly, refinish entireunit.

2. Match color, texture, and appearance.3. Repair patched surfaces that are damaged, lifted, discolored, or showing other

imperfections due to patching work. If defects are due to condition of substrate, repairsubstrate prior to repairing finish.

K. Refinish surfaces to match adjacent finish. For continuous surfaces, refinish to nearestintersection or natural break. For an assembly, refinish entire unit.

L. Make neat transitions. Patch work to match adjacent work in texture and appearance. Wherenew work abuts or aligns with existing, perform a smooth and even transition.

M. Patch or replace surfaces that are damaged, lifted, discolored, or showing other imperfectionsdue to patching work. Repair substrate prior to patching finish. Finish patches to produceuniform finish and texture over entire area. When finish cannot be matched, refinish entiresurface to nearest intersections.

3.07 PROGRESS CLEANINGA. Maintain areas free of waste materials, debris, and rubbish. Maintain site in a clean and orderly

condition.B. Remove debris and rubbish from pipe chases, plenums, attics, crawl spaces, and other closed

or remote spaces, prior to enclosing the space.



01 7000 - 6

C. Broom and vacuum clean interior areas prior to start of surface finishing, and continue cleaningto eliminate dust.

D. Collect and remove waste materials, debris, and trash/rubbish from site periodically anddispose off-site; do not burn or bury.

3.08 PROTECTION OF INSTALLED WORKA. Protect installed work from damage by construction operations.B. Provide special protection where specified in individual specification sections.C. Provide temporary and removable protection for installed products. Control activity in immediate

work area to prevent damage.D. Provide protective coverings at walls, projections, jambs, sills, and soffits of openings.E. Protect finished floors, stairs, and other surfaces from traffic, dirt, wear, damage, or movement

of heavy objects, by protecting with durable sheet materials.F. Prohibit traffic or storage upon waterproofed or roofed surfaces. If traffic or activity is

necessary, obtain recommendations for protection from waterproofing or roofing materialmanufacturer.

G. Remove protective coverings when no longer needed; reuse or recycle coverings if possible.3.09 SYSTEM STARTUP

A. Coordinate schedule for start-up of various equipment and systems.B. Notify Architect and Owner seven days prior to start-up of each item.C. Verify that each piece of equipment or system has been checked for proper lubrication, drive

rotation, belt tension, control sequence, and for conditions that may cause damage.D. Verify tests, meter readings, and specified electrical characteristics agree with those required

by the equipment or system manufacturer.E. Verify that wiring and support components for equipment are complete and tested.F. Execute start-up under supervision of applicable Contractor personnel and manufacturer's

representative in accordance with manufacturers' instructions.G. When specified in individual specification Sections, require manufacturer to provide authorized

representative to be present at site to inspect, check, and approve equipment or systeminstallation prior to start-up, and to supervise placing equipment or system in operation.

H. Submit a written report that equipment or system has been properly installed and is functioningcorrectly.

3.10 DEMONSTRATION AND INSTRUCTIONA. Demonstrate start-up, operation, control, adjustment, trouble-shooting, servicing, maintenance,

and shutdown of each item of equipment at scheduled time, at equipment location.B. For equipment or systems requiring seasonal operation, perform demonstration for other

season within twelve months.C. Provide a qualified person who is knowledgeable about the Project to perform demonstration

and instruction of Owner's personnel.D. The amount of time required for instruction on each item of equipment and system is that

specified in individual sections.3.11 ADJUSTING

A. Adjust operating products and equipment to ensure smooth and unhindered operation.3.12 FINAL CLEANING

A. Use cleaning materials that are nonhazardous.B. Clean interior and exterior glass, surfaces exposed to view; remove temporary labels, stains

and foreign substances, polish transparent and glossy surfaces, vacuum carpeted and soft



01 7000 - 7

surfaces.C. Remove all labels that are not permanent. Do not paint or otherwise cover fire test labels or

nameplates on mechanical and electrical equipment.D. Clean equipment and fixtures to a sanitary condition with cleaning materials appropriate to the

surface and material being cleaned.E. Clean filters of operating equipment.F. Clean debris from roofs, gutters, downspouts, scuppers, overflow drains, area drains, and

drainage systems .G. Clean site; sweep paved areas, rake clean landscaped surfaces.H. Remove waste, surplus materials, trash/rubbish, and construction facilities from the site;

dispose of in legal manner; do not burn or bury.3.13 CLOSEOUT PROCEDURES

A. Make submittals that are required by governing or other authorities.1. Provide copies to Architect.

B. Accompany Project Coordinator on preliminary inspection to determine items to be listed forcompletion or correction in the Contractor's Correction Punch List for Contractor's Notice ofSubstantial Completion.

C. Notify Architect when work is considered ready for Substantial Completion.1. Preliminary Procedures: Before requesting final verification for determining date of

Substantial Completion, complete the following. List items below that are incomplete inrequest.a. Prepare a list of items to be completed and corrected (punch list), the value of items

on the list, and reasons why the Work is not complete.b. Deliver tools, spare parts, extra materials, and similar items to location designated by

Owner. Label with manufacturer's name and model number where applicable.c. Terminate and remove temporary facilities from Project site, along with mockups,

construction tools, and similar elements.2. Inspection: Submit a written request for inspection for Substantial Completion. On receipt

of request, Architect will either proceed with inspection or notify Contractor of unfulfilledrequirements. Architect will prepare the Certificate of Substantial Completion afterinspection or will notify Contractor of items, either on Contractor's list or additional itemsidentified by Architect, that must be completed or corrected before certificate will beissued.a. Re-inspection: Request re-inspection when the Work identified in previous

inspections as incomplete is completed or corrected.b. Results of completed inspection will form the basis of requirements for Final

Completion.D. Submit written certification containing Contractor's Correction Punch List, that Contract

Documents have been reviewed, work has been inspected, and that work is complete inaccordance with Contract Documents and ready for Architect's Substantial Completioninspection.

E. Conduct Substantial Completion inspection and create Final Correction Punch List containingArchitect's and Contractor's comprehensive list of items identified to be completed or correctedand submit to Architect.

F. Correct items of work listed in Final Correction Punch List and comply with requirements foraccess to Owner-occupied areas.

G. Notify Architect when work is considered finally complete and ready for Architect's SubstantialCompletion final inspection.1. Preliminary Procedures: Before requesting final verification of compliance for determining

date of Final Completion, complete the following:



01 7000 - 8

a. Submit a final Application for Payment according to Division 1 Section "PaymentProcedures."

b. Submit certified copy of Architect's Substantial Completion inspection list of items tobe completed or corrected (punch list), endorsed and dated by Architect. Thecertified copy of the list shall state that each item has been completed or otherwiseresolved for acceptance.

c. Submit evidence of final, continuing insurance coverage complying with insurancerequirements.

d. Submit a statement, accounting for changes to the Contract Sum.e. Submit consent of surety to final payment.f. Submit waivers of liens from subcontractors and material suppliers.g. Submit record drawings, maintenance manuals, final project photographs, damage or

settlement surveys, property surveys and similar final record information.h. Submit sworn affidavit stating that no material containing asbestos or polychlorinated

biphenyl (PCB) were used or installed under this project.i. Complete final cleanup requirements, including touchup painting.

H. Complete items of work determined by Architect listed in executed Certificate of SubstantialCompletion.

3.14 MAINTENANCEA. Provide service and maintenance of components indicated in specification sections.B. Maintenance Period: As indicated in specification sections or, if not indicated, not less than

one year from the Date of Substantial Completion or the length of the specified warranty,whichever is longer.

C. Furnish service and maintenance of components indicated in specification sections during thewarranty period.

D. Examine system components at a frequency consistent with reliable operation. Clean, adjust,and lubricate as required.

E. Include systematic examination, adjustment, and lubrication of components. Repair or replaceparts whenever required. Use parts produced by the manufacturer of the original component.

F. Maintenance service shall not be assigned or transferred to any agent or subcontractor withoutprior written consent of the Owner.

END OF SECTION


MRaeCloseout Submittals

01 7800 - 1

SECTION 01 7800CLOSEOUT SUBMITTALS


A. Project record documents.B. Closeout Release Documents.C. Operation and maintenance data.D. Warranties and bonds.

1.02 RELATED REQUIREMENTSA. Section 01 3000 - Administrative Requirements: Submittals procedures, shop drawings,

product data, and samples.B. Individual Product Sections: Specific requirements for operation and maintenance data.C. Individual Product Sections: Warranties required for specific products or Work.

1.03 SUBMITTALSA. Project Record Documents: Submit documents to Architect with claim for final Application for

Payment.1. Submit one copy of completed documents 15 days prior to final inspection. This copy will

be reviewed and returned after final inspection, with Architect comments. Revise contentof all document sets as required prior to final submission.

2. Final Submission: Submit one full size set of revised final documents in final form within10 days after final inspection.a. Submit one electronic set in the form of pdf documents.

B. Closeout Release Documents:1. Asbestos and or polychlorinated biphenyl (PCB) Affidavit. Each contractor shall furnish to

the Owner and Architect a sworn affidavit stating that materials used under this contractdid not contain asbestos or polychlorinated biphenyl (PCB).

C. Operation and Maintenance Data:1. Submit two copies of preliminary draft or proposed formats and outlines of contents before

start of Work. Architect will review draft and return one copy with comments.2. For equipment, or component parts of equipment put into service during construction and

operated by Owner, submit completed documents within ten days after acceptance.3. Submit one copy of completed documents 15 days prior to final inspection. This copy will

be reviewed and returned after final inspection, with Architect comments. Revise contentof all document sets as required prior to final submission.

4. Submit two sets of revised final documents in final form within 10 days after finalinspection.

D. Warranties and Bonds:1. For equipment or component parts of equipment put into service during construction with

Owner's permission, submit documents within 10 days after acceptance.2. Make other submittals within 10 days after Date of Substantial Completion, prior to final

Application for Payment.3. For items of Work for which acceptance is delayed beyond Date of Substantial

Completion, submit within 10 days after acceptance, listing the date of acceptance as thebeginning of the warranty period.

PART 2 PRODUCTS - NOT USEDPART 3 EXECUTION3.01 PROJECT RECORD DOCUMENTS

A. Maintain on site one set of the following record documents; record actual revisions to the Work:1. Drawings.



01 7800 - 2

2. Specifications.3. Addenda.4. Change Orders and other modifications to the Contract.5. Reviewed shop drawings, product data, and samples.6. Manufacturer's instruction for assembly, installation, and adjusting.

B. Ensure entries are complete and accurate, enabling future reference by Owner.C. Store record documents separate from documents used for construction.D. Record information concurrent with construction progress.E. Specifications: Legibly mark and record at each product section description of actual products

installed, including the following:1. Changes made by Addenda and modifications.

F. Record Drawings and Shop Drawings: Legibly mark each item to record actual constructionincluding:1. Field changes of dimension and detail.2. Details not on original Contract drawings.3. Daily Tear-off and installation.4. Dates of Phasing for roof system installation and edge metal5. Work Days / Rain Days6. Concealed Elements7. Deck Replacement8. Blocking Replacement

3.02 OPERATION AND MAINTENANCE DATAA. Source Data: For each product or system, list names, addresses and telephone numbers of

Subcontractors and suppliers, including local source of supplies and replacement parts.B. Product Data: Mark each sheet to clearly identify specific products and component parts, and

data applicable to installation. Delete inapplicable information.C. Drawings: Supplement product data to illustrate relations of component parts of equipment and

systems, to show control and flow diagrams. Do not use Project Record Documents asmaintenance drawings.

D. Typed Text: As required to supplement product data. Provide logical sequence of instructionsfor each procedure, incorporating manufacturer's instructions.

3.03 OPERATION AND MAINTENANCE DATA FOR MATERIALS AND FINISHESA. For Each Product, Applied Material, and Finish:B. Instructions for Care and Maintenance: Manufacturer's recommendations for cleaning agents

and methods, precautions against detrimental cleaning agents and methods, andrecommended schedule for cleaning and maintenance.

C. Where additional instructions are required, beyond the manufacturer's standard printedinstructions, have instructions prepared by personnel experienced in the operation andmaintenance of the specific products.

3.04 OPERATION AND MAINTENANCE DATA FOR EQUIPMENT AND SYSTEMSA. For Each Item of Equipment and Each System:

1. Description of unit or system, and component parts.2. Identify function, normal operating characteristics, and limiting conditions.3. Include performance curves, with engineering data and tests.4. Complete nomenclature and model number of replaceable parts.

B. Where additional instructions are required, beyond the manufacturer's standard printedinstructions, have instructions prepared by personnel experienced in the operation andmaintenance of the specific products.



01 7800 - 3

C. Panelboard Circuit Directories: Provide electrical service characteristics, controls, andcommunications; typed.

D. Operating Procedures: Include start-up, break-in, and routine normal operating instructionsand sequences. Include regulation, control, stopping, shut-down, and emergency instructions. Include summer, winter, and any special operating instructions.

E. Maintenance Requirements: Include routine procedures and guide for preventativemaintenance and trouble shooting; disassembly, repair, and reassembly instructions; andalignment, adjusting, balancing, and checking instructions.

F. Provide servicing and lubrication schedule, and list of lubricants required.G. Include manufacturer's printed operation and maintenance instructions.H. Include sequence of operation by controls manufacturer.I. Provide original manufacturer's parts list, illustrations, assembly drawings, and diagrams

required for maintenance.J. Provide charts of valve tag numbers, with location and function of each valve, keyed to flow and

control diagrams.K. Include test and balancing reports.L. Additional Requirements: As specified in individual product specification sections.

3.05 ASSEMBLY OF OPERATION AND MAINTENANCE MANUALSA. Assemble operation and maintenance data into durable manuals for Owner's personnel use,

with data arranged in the same sequence as, and identified by, the specification sections.B. Where systems involve more than one specification section, provide separate tabbed divider for

each system.C. Prepare instructions and data by personnel experienced in maintenance and operation of

described products.D. Prepare data in the form of an instructional manual.E. Binders: Commercial quality, 8-1/2 by 11 inch three D side ring binders with durable plastic

covers; 2 inch maximum ring size. When multiple binders are used, correlate data into relatedconsistent groupings.

F. Cover: Identify each binder with typed or printed title OPERATION AND MAINTENANCEINSTRUCTIONS; identify title of Project; identify subject matter of contents.

G. Project Directory: Title and address of Project; names, addresses, and telephone numbers ofArchitect, Consultants, Contractor and subcontractors, with names of responsible parties.

H. Tables of Contents: List every item separated by a divider, using the same identification as onthe divider tab; where multiple volumes are required, include all volumes Tables of Contents ineach volume, with the current volume clearly identified.

I. Dividers: Provide tabbed dividers for each separate product and system; identify the contentson the divider tab; immediately following the divider tab include a description of product andmajor component parts of equipment.

J. Text: Manufacturer's printed data, or typewritten data on 24 pound paper.K. Drawings: Provide with reinforced punched binder tab. Bind in with text; fold larger drawings to

size of text pages.3.06 WARRANTIES AND BONDS

A. Obtain warranties and bonds, executed in duplicate by responsible Subcontractors, suppliers,and manufacturers, within 10 days after completion of the applicable item of work. Except foritems put into use with Owner's permission, leave date of beginning of time of warranty untilDate of Substantial completion is determined.

B. Verify that documents are in proper form, contain full information, and are notarized.



01 7800 - 4

C. Co-execute submittals when required.D. Retain warranties and bonds until time specified for submittal.

END OF SECTION


MRaeSELECTIVE DEMOLITION - ROOFING

02 4170 - 1

SECTION 02 4170SELECTIVE DEMOLITION - ROOFING

PART 1 GENERAL1.01 SECTION REQUIRES THE FOLLOWING

A. Removal of existing roof systems and related work as indicated on the drawings toaccommodate the new specified roof systems, except those indicated to be reinstalled,salvaged, or to remain the Owner's property.

B. Remove and Salvage: Items indicated to be removed and salvaged remain the Owner'sproperty. Remove, clean, and pack or crate items to protect against damage. Identify contentsof containers and deliver to Owner's designated storage area.

C. Remove and Reinstall: Remove items indicated; clean, service, and otherwise prepare themfor reuse; store and protect against damage. Reinstall items in locations indicated.

D. Existing to Remain: Protect construction indicated to remain against damage and soiling duringselective demolition. When permitted by Architect, items may be removed to a suitable,protected storage location during selective demolition and then cleaned and reinstalled in theiroriginal locations.

E. Demolition of portions of the interior of existing building.1.02 RELATED REQUIREMENTS

A. Section 01 1000 - Summary: Contract descriptions, description of alterations work, work byothers, future work, occupancy conditions, use of site and premises, work sequence.

B. Section 01 3000 - Administrative Requirements: Submittal procedures, project meetings,progress schedules and documentation, reports, coordination.

C. Section 01 4000 - Quality Requirements: Procedures for testing, inspection, mock-ups, reports,certificates; use of reference standards.

D. Section 01 4219 - Reference Standards: Consolidated list of citations with edition dates.E. Section 01 5000 - Temporary Facilities and Controls.F. Section 01 6000 - Product Requirements: General product requirements, Reuse of existing

products, transportation, handling, storage and protection, product option requirementssubstitution limitations and procedures.

G. Section 01 7000 - Execution Requirements: Examination, preparation, and general installationprocedures; preinstallation meetings; cutting and patching; cleaning and protection; starting ofsystems; demonstration and instruction; closeout procedures except payment procedures;requirements for alterations work.

H. Section 01 7800 - Closeout Submittals: Project record documents, operation and maintenance(O&M) data, warranties and bonds.

1.03 REFERENCE STANDARDSA. EPA - ENVIRONMENTAL PROTECTION AGENCY

1. EPA (NPDES) - National Pollutant Discharge Elimination System (NPDES), ConstructionGeneral Permit; Current Edition.

B. NFPA 241- Standard for Safeguarding Construction, Alteration, and Demolition Operations;2004.

1.04 ADMINISTRATIVE REQUIREMENTSA. Comply with the requirements of Section 01 3000 - Administrative Requirements, for project

meetings.B. Preinstallation Meeting: Conduct a preinstallation meeting one week prior to the start of the

work of this section; require attendance by all affected installers.1.05 SUBMITTALS

A. See section Section 01 3000 - Administrative Requirements, for submittal procedures.



02 4170 - 2

B. Shop Drawings: Indicate modifications of cutting and patching work required by selectivedemolition.

C. Photographs or videotape, sufficiently detailed, of existing conditions of adjoining constructionand site improvements that might be misconstrued as damage caused by selective demolitionoperations.

D. Record drawings submittal at Project closeout comply with the requirements of Section 01 3000- Administrative Requirements.1. Identify and accurately locate capped utilities and other concealed structural, electrical, or

mechanical conditions, along with any variations from or modifications to the ConstructionDocuments.

1.06 QUALITY ASSURANCEA. Comply with the requirements specified in Section 01 4000 Quality Assurance.B. Regulatory Requirements: Comply with governing EPA (Environmental Protection Agency)

notification regulations before starting selective demolition. Comply with hauling and disposalregulations of authorities having jurisdiction.

1.07 OWNER OCCUPANCYA. Owner will occupy portions of the building immediately adjacent to selective demolition area.

Conduct selective demolition so that Owner's operations will not be disrupted. Provide not lessthan 72 hours' notice to Owner of activities that will affect Owner's operations.

B. Protection: Provide temporary barricades and other forms of protection to protect Owner'spersonnel and general public from injury due to selective demolition work.1. Provide protective measures to provide free and safe passage of Owners' personnel and

general public to and from occupied portions of building.2. Protect from damage existing finish work that is to remain in place and becomes exposed

during demolition operations.3. Protect interior conditions with suitable coverings when necessary.4. Provide temporary weather protection during the demolition work to ensure that no water

leakage or damage occurs to the structure or interior areas until the installation of the newwork is complete.

5. Remove all temporary protection at the completion of the work.1.08 FIELD CONDITIONS

A. Except for items or materials indicated to be reused, salvaged, reinstalled, or otherwiseindicated to remain the Owner's property, demolished materials shall become the Contractor'sproperty and shall be removed from the site with further disposition at the Contractor's option.

B. Utility Services: Maintain existing utilities. Keep in service and protect against damage duringdemolition operations.1. Do not interrupt utilities serving occupied or used facilities, except when authorized in

writing by authority having jurisdiction. Provide temporary services during interruptions toexisting utilities, as acceptable to governing authorities.

2. Maintain fire protection services during selective demolition operations.C. Storage or sale of removed items or materials on-site will not be permitted.

PART 2 PRODUCTS2.01 TARPAULINS FOR INTERIOR PROTECTION: PROVIDE WATERPROOF, FIRE-RESISTANT,

UL LABELED 12 OUNCE CANVAS DUCK TARPAULINS WITH FLAME-SPREAD RATING OF15 OR LESS.

PART 3 EXECUTION3.01 COMPLY WITH OTHER REQUIREMENTS SPECIFIED IN SECTION 01 7000.3.02 EXAMINATION

A. Comply with requirements specified in Section 01 7000.



02 4170 - 3

B. Inspection: Prior to commencement of selective demolition work, inspect areas in which workwill be performed. Photograph existing conditions of structure surfaces, equipment, orsurrounding properties that could be misconstrued as damage resulting from selectivedemolition work; file with Owner's representative prior to starting work.1. Cease operations and notify Owner's representative and Architect immediately if safety of

structure appears to be endangered. Take precautions to support structure untildetermination is made for continuing operations.

3.03 GENERAL PROCEDURES AND PROJECT CONDITIONSA. Comply with other requirements specified in Section 01 7000.B. Comply with requirements of NFPA 241.C. Comply with applicable codes and regulations for demolition operations and safety of adjacent

structures and the public.1. Obtain required permits.2. Use of explosives is not permitted.3. Provide, erect, and maintain temporary barriers and security devices.4. Conduct operations to minimize effects on and interference with adjacent structures and

occupants.5. Conduct operations to minimize obstruction of public and private entrances and exits; do

not obstruct required exits at any time; protect persons using entrances and exits fromremoval operations.

6. Do not close or obstruct roadways or sidewalks without permit.7. Obtain written permission from owners of adjacent properties when demolition equipment

will traverse, infringe upon or limit access to their property.D. Do not begin removal until receipt of notification to proceed from Owner.E. Protect existing structures and other elements that are not to be removed.

1. Provide bracing and shoring.2. Prevent movement or settlement of adjacent structures.3. Stop work immediately if adjacent structures appear to be in danger.

F. If hazardous materials are discovered during removal operations, stop work and notify Architectand Owner; hazardous materials include regulated asbestos containing materials, lead, PCB's,and mercury.

3.04 EXISTING UTILITIESA. Maintain existing utilities indicated to remain in service and protect them against damage during

selective demolition operations.B. If unanticipated mechanical, electrical, or structural elements that conflict with intended function

or design are encountered, investigate and measure both nature and extent of conflict. Submitreport to the Owner and Architect in written, accurate detail. Pending receipt of directive fromthe Owner and Architect, rearrange selective demolition schedule as necessary to continueoverall job progress without delay.

C. Do not disrupt public utilities without permit from authority having jurisdiction.D. Do not close, shut off, or disrupt existing life safety systems that are in use without at least 7

days prior written notification to Owner.E. Do not close, shut off, or disrupt existing utility branches or take-offs that are in use without at

least 3 days prior written notification to Owner.F. Protect existing utilities from damage.G. Locate and mark utilities to remain; mark using highly visible tags or flags, with identification of

utility type; protect from damage due to subsequent construction, using substantial barricades ifnecessary.



02 4170 - 4

3.05 SELECTIVE DEMOLITION FOR ALTERATIONSA. Drawings showing existing construction and utilities are based on field observation and existing

record documents only.1. Verify that construction and utility arrangements are as shown.2. Report discrepancies to Architect before disturbing existing installation.3. Beginning of demolition work constitutes acceptance of existing conditions.

B. Maintain weatherproof exterior building enclosure except for interruptions required forreplacement or modifications; take care to prevent water and humidity damage.

C. Remove existing work as indicated and as required to accomplish new work.1. Remove rotted wood, corroded metals, and deteriorated masonry and concrete; replace

with new construction specified.2. Remove items indicated on drawings.

D. Services (Including but not limited to HVAC, Plumbing, Fire Protection, Electrical, andTelecommunications): Remove existing systems and equipment as indicated.1. Maintain existing active systems that are to remain in operation; maintain access to

equipment and operational components.E. Protect existing work to remain.

1. Prevent movement of structure; provide shoring and bracing if necessary.2. Perform cutting to accomplish removals neatly and as specified for cutting new work.3. Repair adjacent construction and finishes damaged during removal work.4. Patch as specified for patching new work.

3.06 DEBRIS AND WASTE REMOVALA. Demolish and remove existing construction only to the extent required by new construction and

as indicated.B. Promptly patch and repair holes and damaged surfaces caused to adjacent construction by

selective demolition operations.C. Disposal: Promptly dispose of demolished materials. Do not allow demolished materials to

accumulate on-site.1. Do not burn demolished materials.2. Transport demolished materials off Owner's property and legally dispose of them.

D. Remove and transport debris in a manner that will prevent spillage on adjacent surfaces andareas.

3.07 PROTECTION AND CLEANINGA. Sweep the building broom clean on completion of selective demolition operation.B. Cleanup and Repair: Upon completion of demolition work, remove tools, equipment, and

demolished materials from site. Remove interior protection in a manner to keep dust anddebris secure in temporary protection.

C. Properly repair, replace or clean any damaged or soiled Owner property, damaged or soiledduring demolition of or replacement of roofing including any damage resulting from failedinterior/exterior protection and or lack of protection. New material or material of equal orgreater value and/or condition shall be used for cleaning, repair, or replacement work.

END OF SECTION


MRaeREMOVAL OF ASBESTOS-CONTAINING MATERIALS 02 4181 - 1

SECTION 02 4181

REMOVAL OF ASBESTOS-CONTAINING MATERIALS

1.01 PRODUCTS

A. Wetting Materials: For wetting prior to disturbance of Asbestos-Containing Materials use eitheramended water or a removal encapsulant:1. Amended Water: Provide water to which a surfactant has been added. Use a mixture of

surfactant and water which results in wetting of the Asbestos-Containing Material andretardation of fiber release during disturbance of the material equal to or greater than thatprovided by the use of one ounce of a surfactant consisting of 50% polyoxyethylene esterand 50% polyoxyethylene ether mixed with five gallons of water.

2. Removal Encapsulant (if any): Provide a penetrating type encapsulant designedspecifically for removal of Asbestos-Containing Material. Use a material which results inwetting of the Asbestos-Containing Material and retardation of fiber release duringdisturbance of the material equal to or greater than that provided by water amended with asurfactant consisting of one ounce of a mixture of 50% polyoxyethylene eser and 50%polyoxyethylene ether in five gallons of water.

B. Polyethylene Sheet (if any): A single polyethylene film in the largest sheet size possible tominimize seams, 4.0 or 6.0 mil thick as indicated, clear, frosted, or black as indicated.

C. Duct Tape: Provide duct tape in 2” or 3” widths with an adhesive which is formulated to stickaggressively to sheet polyethylene.

D. Disposal Bags (if any): Provide 6 mil thick leak-tight polyethylene bags labeled as required bySection 02084 Disposal of Asbestos Containing Waste Material.

E. Fiberboard Drums (if any): Provide heavy duty leak tight fiberboard drums with tight sealinglocking metal tops.

F. Paper board Boxes (if any): Provide heavy duty corrugated paper board boxes coated withplastic or wax to retard deterioration from moisture. Provide in sizes that will easily fit indisposal bags.

1.02 EXECUTION

A. Perform removal of non-friable asbestos-containing material through engineering controls andwork practice that will not subject the material to sanding, grinding, cutting, or abrading andminimize the dispersal of asbestos fibers into the air. Any mechanical forces expected to act onthe material shall not make the material friable. High-speed saws shall not be used forasbestos-containing material operations.1. The activity involved to remove the asbestos-containing roofing material shall not subject

the project to the definition of an “Asbestos Removal Project” by definition of the IndianaState Asbestos Rules as promulgated by the Indiana Department of EnvironmentalManagement.

B. Wet Removal: Thoroughly wet Asbestos-Containing Materials to be removed prior to strippingand/or tooling to reduce fiber dispersal into the air. Accomplish wetting by a fine spray (mist) ofamended water or removal encapsulant. Saturate material sufficiently to wet to the substratewithout causing excess dripping. If amended water is used, spray material repeatedly duringthe work process to maintain a continuously wet condition. If a removal encapsulant is used,apply in strict accordance with manufacturer’s written instructions. Where necessary, carefullystrip away while simultaneously spraying amended water or removal encapsulant on theinstallation to minimize dispersal of asbestos fibers into the air.

C. Mist work area continuously with amended water whenever necessary to reduce airborne fiberlevels.

D. Remove saturated Asbestos-Containing Material (if any) in small sections from all areas. Donot allow material to dry out. As it is removed, simultaneously pack material while still wet intodisposal bags. Twist neck of bags, bend over and seal with minimum three wraps of duct tape.


MRaeREMOVAL OF ASBESTOS-CONTAINING MATERIALS 02 4181 - 2

E. Active Electrical Equipment: Do not wet materials in the vicinity of active electrical equipment. Dry remove any Asbestos- Containing Materials in the vicinity of active electrical equipment.1. Restrict Access: Maintain existing access restrictions to areas with active electrical

equipment. Allow access to area only to qualified tradespersons with prior experience inthe installation and repair of involved equipment.

2. Warning Signs: Post warning signs at the entry point to active electrical equipment asrequired by OSHA or other applicable regulation.

3. Personnel: Work on active electrical equipment is to be performed by qualifiedtradespersons with prior experience in the installation or repair of the involved equipment. Restrict access to electrical equipment.

F. Hot Equipment: Do not wet materials on hot piping or equipment. Dry remove anyAsbestos-Containing Materials on hot equipment.1. Restrict Access: Maintain any existing access restrictions to areas with hot equipment.

Provide railing or other barriers to prevent accidental contact with hot equipment. Allowaccess to area only to qualified tradespersons with prior experience with the type ofequipment involved.

2. Warning Signs: Post warning signs at hot equipment as required by OSHA or otherapplicable regulation.

3. Personnel: Work on hot equipment is to be performed by qualified tradespersons withprior experience with the type of equipment involved. Restrict access to electricalequipment.

END OF SECTION


MRaeDISPOSAL OF ASBESTOS-CONTAINING WASTE MATERIAL 02 4184 - 1

SECTION 02 4184

DISPOSAL OF ASBESTOS-CONTAINING WASTE MATERIAL

RELATED DOCUMENTS: DRAWINGS AND GENERAL PROVISIONS OF CONTRACT, INCLUDINGGENERAL AND SUPPLEMENTARY CONDITIONS AND OTHER DIVISION - 1 SPECIFICATIONSECTIONS, APPLY TO WORK OF THIS SECTION.

1.01 GENERAL

A. This section describes the disposal of friable and non-friable Asbestos-Containing Materials. Disposal includes packaging of asbestos-containing waste materials. Disposal may beaccomplished either by landfilling or converting asbestos containing materials to non asbestoswaste.

B. Before Start of Work: Submit the following to the Owner’s Representative for review. Do notstart work until these submittals are returned with Owner’s Representative’s action stampindicating that the submittal is returned for unrestricted use.

1. Copy of state or local license for waste hauler.2. Name and address of landfill where asbestos-containing waste materials are to be

disposed of. Include contact person and telephone number.3. Name and address of processor where asbestos-containing waste materials are to be

processed into non-asbestos waste. Include contact person and telephone number.

a. Product data on process to be usedb. Letters or other documents from the United States Environmental Protection Agency

relative to the process: Indicating that the process to be used can produce anasbestos-free product and is capable of satisfying the requirements for an acceptable“alternative” means of complying with Section 61.152(a) of the NESHAP for asbestos

c. Identifying process parameters or operating conditions important to the successfuloperation of the process

4. Chain of Custody form and form of waste manifest proposed.5. Upon completion of project as part of the close-out documents, submit copies of all

manifests and disposal site receipts to Owner’s Representative.

1.02 PRODUCTS

A. Disposal Bags (if any): Provide 6 mil thick leak-tight polyethylene bags labeled with three labelswith text as follows:

1. First Label:

a. CAUTION CONTAINS ASBESTOS FIBERS AVOID OPENING OR BREAKING CONTAINER BREATHING ASBESTOS IS HAZARDOUS TO YOUR HEALTH

2. Second Label: Provide in accordance with 29 CFR 1910.1200(f) of OSHA’s HazardCommunication standard:

a. DANGER CONTAINS ASBESTOS FIBERS AVOID CREATING DUST CANCER AND LUNG DISEASE HAZARD



BREATHING AIRBORNE ASBESTOS, TREMOLITE, ANTHOPHYLLITE, ORACTINOLITE FIBERS IS HAZARDOUS TO YOUR HEALTH

3. Third Label: Provide in accordance with U.S. Department of Transportation regulation on

hazardous waste marking, 49 CFR parts 171 and 172. Hazardous Substances: FinalRule. Published November 21, 1986 and revised February 17, 1987:

a. RQ HAZARDOUS SUBSTANCE, SOLID, NOS, ORM-E, NA 9188 (ASBESTOS)

1.03 EXECUTION

A. Lower all asbestos-containing material to the ground using a crane, hoist or other method whichreduce the potential for air-borne fiber release.

B. All waste is to be hauled by a waste hauler with all required licenses form all state and localauthority with jurisdiction.

C. Load all REGULATED asbestos-containing waste material in disposal bags or leak-tight drums. All materials are to be contained in one of the following:

1. Two 6 mil disposal bags or2. Two 6 mil disposal bags and a fiberboard drum or3. Sealed steel drum with no bag.4.

D. Protect interior of truck or dumpster with Critical and Primary Barriers.

E. Do not store containerized materials outside of the Work Area. Take containers from the WorkArea directly to a sealed truck or dumpster.

F. Do not transport disposal bagged materials on open trucks. Label drums with same warninglabels as bags. Uncontaminated drums may be reused. Treat drums that have beencontaminated as asbestos-containing waste and dispose of in accordance with thisspecification.

G. Advise the landfill operator or processor at least ten days in advance of transport, of the quantityof material to be delivered.

H. At disposal site unload containerized waste:

1. At a disposal site, sealed plastic bags may be carefully unloaded from the truck. If bags

are broken or damaged, return to work site for rebagging. Clean entire truck and contents.

I. Retain receipts from landfill or processor for materials disposed of.



J. At completion of hauling and disposal of each load submit copy of waste manifest, chain ofcustody form, and landfill receipt to Owner’s Representative.

END OF SECTION


MRaeMASONRY RESTORATION AND CLEANING

04 0100 - 1

SECTION 04 0100MASONRY RESTORATION AND CLEANING


A. Replacement of brick units.B. Repointing mortar joints.C. New Masonry Thru-Wall FlashingD. New and Existing Masonry Expansion JointsE. Repair of damaged masonry.

1.02 RELATED REQUIREMENTSA. Section 07 9200 - Joint Sealants

1.03 SUBMITTALSA. Product Data: Provide data on cleaning compounds, masonry materials, and masonry

materials.B. Samples: Submit four samples of face brick units to illustrate matching color, texture and

extremes of color range.C. Manufacturer's Instructions: For cleaning materials, indicate special procedures, conditions

requiring special attention .1.04 QUALITY ASSURANCE

A. Comply with provisions of TMS 402/602, except where exceeded by requirements of ContractDocuments.

B. Restorer: Company specializing in masonry restoration with minimum 5 years of documentedexperience in comparable masonry restoration projects and employing personnel skilled in therestoration in processes and operations indicated.

C. Existing Mortar: Samples shall be taken from existing masonry areas to be rebuilt or tuckpointed. Samples shall be crushed, washed and reduced to their base elements to determinecomposition and type of aggregate used. Samples shall be washed to determine color, size andpercentages of sand, oyster shell or silica aggregate. When necessary for the successful matchof new mortar with old mortar or when requested by the Architect, quantitative analysis of theexisting mortar components by weight and proportion shall be necessary. The strength of thenew mortar shall not exceed that of the existing materials.

1.05 MOCK-UPA. Field Constructed Mock-ups: Prior to start of general masonry repointing or resetting, prepare

sample panels (4'wx2'h) on building where directed by Architect. Obtain Owners writtenacceptance of visual qualities before proceeding with the Work. Retain acceptable panels inundistributed condition, suitably marked, throughout construction as a standard for judgingcompleted work.

B. Repointing Mock-up: Prepare 2 separate sample areas of approximately 3' high by 6' wide foreach type of repointing required, one sample for demonstrating methods and quality ofworkmanship expected in removal of mortar from joints and the other for demonstrating qualityof materials and workmanship expected in pointing mortar joints.

1.06 DELIVERY, STORAGE, AND HANDLINGA. Deliver masonry neatly stacked and tied on pallets. Store clear of ground with adequate

waterproof covering.1.07 FIELD CONDITIONS

A. Cold and Hot Weather Requirements: Comply with requirements of TMS 402/602 or applicablebuilding code, whichever is more stringent.



04 0100 - 2

PART 2 PRODUCTS2.01 MORTAR MATERIALS

A. Portland Cement: ASTM C 150, Type I, non-staining, no air entrainment, white if needed forcolor match.1. Lime: Hydrated lime, ASTM C 207, Type N.2. Sand: ASTM C 144, or finer if needed for joint sizes less than 1/4".3. Use prehydrated type S Portland-sand-lime mortar for repointing and rebuilding. Comply

with ASTM C 270, proportion specifications, except limit materials to those specifiedherein and limit cement/lime ratio by volume.

4. Type N: Not more than 1/2 part lime per part of Portland Cement.B. Stainless Steel Fabric Flashing: Manufacturer's standard laminated flashing consisting of a

layer of polymeric fabric with a single sheet of 304 stainless steel bonded to one side.1. Hohmann and Barnard, Inc. www.H-B.com - Mighty Flash

a. Membrane Thickness: 0.004inb. Stainless Steel thickness: 5ozc. Width: (60' rolls) minimum 16" wide (field verify)d. Termination Bar: Stainless Steel (Type 304)e. Seam/Overlap Tape: X-Seal - Membrane Splice Tape (4" Wide)f. Stainless Steel Receiver: Fabricated as shown on drawingsg. Extend stainless steel fabric flashing minimum fabric, leave stainless steel flashing

exposed to lap over stainless steel receiverh. HB-Sealant - moisture curing polyether sealant used at all laps and between stainless

steel and masonryi. HB-Textroflash cut to 6" wide to strip over top of termination bar at back-up substrate

- properly prime/adhere per manufacturer recommendations2. York Flashings, www.yorkmfg.com - Multi-Flash SS

a. Membrane Thickness: 0.004inb. Stainless steel thickness: 5ozc. Width (60' rolls) minimum 16" wide (field verify)d. Termination Bar: Stainless Steel (Type 304)e. Seam/Overlap Tape: York 304 - 6" wide

1) Use the flash over top of back up termination barf. Stainless Steel Receiver: Fabricated as shown on drawingsg. Extend stainless steel fabric flashing minimum fabric, leave stainless steel flashing ex

posed to lap over stainless steel receiverh. York - Universeal US-11 Liquid Tape - moisture cure polymer non-

shrinking sealant used at all laps and between stainless steel and masonry/termination bar, etc.

3. Weep Vents: Honeycomb design allows passage of moisture from cavity to the buildingexterior while restircting ingress of insects and other debris. Allows passage of moistureup to its full height of the product. Polypropylene tested in conformance with ASTMD2240, D790B, D638 and D1238B

C. Consealed Flashing Mastic, use the following:1. HB Sealant; Hohmann and Barnard, Inc.

D. Existing Vertical Masonry Expansion Joints: Saw Cut/Scrap out existing sealants, mastics andother deleterious materials. Make sure joint width is uniform, clean and minimum 1/2" wide.Provide new foam backer rod and sealant conforming to requirements of 07 9200 - SealantJoints. Protect edges of veneer brick

E. New Vertical Masonry Expansion Joints: Saw Cut entire depth of veneer brick. Make sure jointwidth is uniform, clean and minimum 1/2" wide. Provide new foam backer rod and sealantconforming to requirements of Section 07 9200 - Sealant Joints. Protect edge of veneer brick

F. Vertical Control Joints: Saw cut vertical control joints through existing veneer brick as indicatedon drawings and provide new foam backer rod and sealant conforming to requirements of



04 0100 - 3

section 07 9005.G. Water: Should be clean, free of oils, acids alkalis and organic matter.H. Brushes: Provide brushes for cleaning that have fiber bristles only.


A. Verify that surfaces to be cleaned are ready for work of this section.3.02 PREPARATION

A. Protect surrounding elements from damage due to restoration procedures.B. Carefully remove and store removable items located in areas to be restored, including fixtures,

fittings, finish hardware, and accessories; reinstall upon completion.C. Separate areas to be protected from restoration areas using means adequate to prevent

damage.D. Cover existing landscaping with tarpaulins or similar covers.E. Mask immediately adjacent surfaces with material that will withstand cleaning and restoration

procedures, including but not limited to prefinished fenestration, grilles, louvers, doors, paving,architectural sheet metal, and prefinished siding.

F. Close off adjacent occupied areas with dust proof and weatherproof partitions.G. Protect roof membrane and flashings from damage with 1/2 inch plywood laid on roof surfaces

over full extent of work area and traffic route.H. Vertical Control Joints: New saw cut control joints in veneer brick to be located so not to disturb

existing lateral masonry ties. Cut control joint with masonry saw using a fix guide/rail to assurea straight cut.1. Saw cut through entire thickness of existing veneer brick, but not into back up substrate.

a. Take care not to saw through existing thru-wall flashings and shelf angles.2. Use motor driven saw designed to cut masonry with clean, sharp unchipped edges.

a. Do not spall edges of masonry units.b. Replace any masonry units which become damaged.

I. When using cleaning methods that involve water or other liquids, install drainage devices toprevent runoff over adjacent surfaces unless those surfaces are impervious to damage fromrunoff.

3.03 REBUILDINGA. Brick Removal: Carefully remove by hand at locations indicated any brick which is damaged,

spalled or deteriorated as indicated on drawings. Cut out units from joint to joint and in amanner to permit replacement with full size units.1. Clean edges of existing brick remaining by removing mortar, dust, and loose debris in

preparation for rebuilding. Cleaning may be accomplished by either air blast or lowpressure water.

B. Cut out damaged and deteriorated masonry with care in a manner to prevent damage to anyadjacent remaining materials.

C. Support structure as necessary in advance of cutting out units.D. Cut away loose or unsound adjoining masonry as directed.E. Mortar Mix: Colored and proportioned to match existing work.F. Ensure that anchors are correctly located and built in.G. Install built in masonry work to match and align with existing, with joints and coursing true and

level, faces plumb and in line. Build in all openings, accessories and fittings.H. Install new or salvaged brick to replace removed brick. Fit replacement units into bonding and

coursing pattern of existing brick. If cutting is required use motor driven saw designed to cutmasonry with clean, sharp unchipped edges.



04 0100 - 4

1. Lay replacement brick with completley filled bed, head and collar joints. Butter edges withsufficient mortar to fill head joints and shove into place. Wet clay brick which have ASTMC 67 initial rates of absorption of more than 30 grams per 30 sq. in. per minute. Usewetting methods which ensure that units are nearly saturated but surface dry when laid.Maintain joint width for replacement units to match existing.

2. Tool exposed mortar joints in repair areas to match joints of surrounding existingbrickwork.

3. Repoint new mortar joints in repair area to comply with requirements for repointingexisting masonry, except rake out joints before mortar sets.

4. Hold tooled joint back from unit masonry face where unit edges have eroded or weatheredto "round" edges or corners. Match existing or modify new joint as required to produce atextural match with existing masonry.

3.04 REPOINTINGA. Perform repointing prior to cleaning masonry surfaces.B. Repointing Existing Masonry: Existing joints to be repointed must be at least 3/4" deep and

must also be prepared so as to provide bond with new mortar. Remove sufficient existingmortar to expose sound, solid materials with clean, sharp surface. Remove friable, eroded,loose or unsound existing mortar by cutting out with proper hand tools.1. Do not spall edges of masonry units or widen joints. Replace any masonry units which

become damaged.2. Cut out mortar by hand with chisel and mallet, unless otherwise approved.3. Power operated rotary hand saws and grinders will be permitted but only on specific

written approval of Architect based on submission by Contractor of satisfactory qualitycontrol program and demonstrated ability of operators to use tools without damage tomasonry.

C. Protection masonry restoration materials during storage and construction from wetting by rain,snow, or ground water and from staining or intermixture with earth or other type of materials.

D. Protect grout, mortar and other materials from deterioration by moisture and temperature. Storein a dry location or on waterproof containers. Keep containers tightly closed and away fromopen flames. Comply with manufacturer's recommendation for minimum and maximumtemperature requirements for storage.

E. Repoint mortar joints or repair masonry unless air temperatures are between 40 deg F and 80deg F and will remain so for at least 48 hours after completion work.

F. Prevent grout or mortar used in repointing and repair work from staining face of surroundingmasonry and other surfaces. Remove immediately grout or mortar in contact with exposedmasonry and other surfaces.

G. Mortar Measuring and Mixing: Measure cementitious and aggregate material in a dry conditionby volume or equivalent weight. Do not measure by shovel, use known measurement. Mixmaterials in a clean mechanical batch mixer. Commence mortar measurement and mixing onlyafter preconstruction mortar analysis is completed and accepted by the architect.1. Thoroughly mix cementitious and aggregate materials together before adding any water.

Then mix again adding water only enough water to produce a damp unworkable mix whichwill retain its form when pressed into a ball. Maintain mortar in this state for 1 to 2 hours.Add remaining water in small portions until mortar of desired consistency is reached. Usemortar with 30 minutes of final mixing, do not retemper or use partially hardened material.

H. Cut out loose or disintegrated mortar in joints to minimum 3/4 inch depth or until sound mortaris reached.

I. Use power tools only after test cuts determine no damage to masonry units will result.J. Do not damage masonry units.K. When cutting is complete, remove dust and loose material by brushing.L. Premoisten joint and apply mortar. Pack tightly in maximum 1/4 inch layers. Form a smooth,

compact concave joint to match existing.



04 0100 - 5

M. Repoint mortar to areas where existing mortar was removed. Apply in layers not greater than3/8 inches until a uniform depth is formed. Compact each layer thoroughly and allow to becomethumbprint hard before applying next layer.1. After joints have been filled to a uniform depth, place remaining pointing mortar in 3 layers

with each of the first and second layers filling approximately 2/5 of joint depth and the thirdlayer the remaining 1/5. Fully compact each layer and allow to become thumbprint hardbefore applying next layer. Take care not to spread mortar over edges onto exposedmasonry surfaces, or to feather edges of mortar.

2. When mortar is thumbprint hard, tool joints to match original appearance of joints, unlessotherwise indicated. Remove excess mortar from edge of joint by brushing.

N. Moist cure for 72 hours.3.05 MASONRY EXPANSION JOINTS:

A. Prior to cutting masonry expansion joints snap vertical chalk line at joint location to assure jointis vertically plumb with adjacent mortar head joints.

B. Saw cut through entire thickness of existing veneer brick, but not into back-up substrates.1. Take care not to saw through existing thru-wall flashings and/or masonry shelf angles.

C. Use motor driven saw designed to cut masonry with clean, sharp unchipped edges.1. Do not spall edges of masonry units.2. Replace any masonry units which become damaged from sawing operation.

3.06 THROUGH-WALL FLASHING APPLICATION:A. All masonry surfaces receiving through-wall flashings shall be free from loose materials, and

reasonably smooth. There are to be no slopes present that will form pockets or prevent freedrainage of water to the exterior surfaces of the wall. All work is to be executed in conformancewith manufactures recommendations.1. Turn flashing perpendicular to wall to create end dams at all thru-wall terminations2. Flashing materials seams are to be made by lapping flashing material a minimum of 4"

and coating the contact surfaces with manufactures recommended approved mastic.3. All through-wall flashing seams are to be inspected by owners representative prior to brick

rebuilding.3.07 CLEANING EXISTING MASONRY

A. Clean all mortar smears, droppings, etc. from wall with dry brush as work proceeds.B. Dry clean wall with wood paddles. Use chisel or wire brush, if required.C. Clean finished work with solution of 1/2 cup trisodium phosphate/gallon, or commercial alkaline

masonry cleaner, scrubbing down with fiber brushes. Following BIA recommendations.D. Exterior Masonry Cleaning: Controlled solution of hydrofluoric acid, wetting agents and catalytic

inhibitors. Contractor shall pre wet wall, dilute cleanser and properly rinse wall (400-600 psi)under manufacturer's written directions for the specific application. Architect to approved 25 sqft test area prior to application.

E. Flush with clean pressurized water.F. Muriatic Cleaning will not be permitted.G. Remove all droppings, smears, etc. from brick, weep holes, and adjacent materials. Remove all

bags, tools, containers from site.END OF SECTION


MRaeRough Carpentry

06 1000 - 1

SECTION 06 1000ROUGH CARPENTRY


A. Roofing cant strips.B. Structural PanelsC. Preservative treated wood materials.D. Wood nailers and Curbs for roofing and items installed on roof.E. Miscellaneous framing and sheathing.F. Concealed wood blocking, nailers, and supports.

1.02 RELATED REQUIREMENTSA. Section 07 6200 - Sheet Metal Flashing and Trim: Including counterflashings, fascia and

coping.1.03 REFERENCE STANDARDS

A. ASTM A153/A153M - Standard Specification for Zinc Coating (Hot-Dip) on Iron and SteelHardware 2016a.

B. AWC (WFCM) - Wood Frame Construction Manual for One- and Two-Family Dwellings 2015.C. AWPA M4 - Standard for the Care of Preservative-Treated Wood Products; 2006.D. AWPA U1 - Use Category System: User Specification for Treated Wood 2018.E. PS 20 - American Softwood Lumber Standard 2020.F. SPRI RP-4 - Wind Design Standard for Ballasted Single-Ply Roofing Systems; 2002

(ANSI/SPRI RP-4).G. SPRI WD-1 2008 Wind Design Standard Practice for Roofing AssembliesH. SPRI ES-1 2011 Wind Design Standard for Edge Systems Used with Low-Slope Roofing

SystemsI. SPIB (GR) - Grading Rules 2014.

1.04 SUBMITTALSA. See Section 01 3000 - Administrative Requirements for submittal procedures.B. Product Data: Provide technical data on insulated sheathing, wood preservative materials, and

application instructions.C. Manufacturer's Certificate: Certify that wood products supplied for rough carpentry meet or

exceed specified requirements.1.05 DELIVERY, STORAGE, AND HANDLING

A. General: Cover wood products to protect against moisture. Support stacked products to preventdeformation and to allow air circulation.

PART 2 PRODUCTS2.01 GENERAL REQUIREMENTS

A. Dimension Lumber: Comply with PS 20 and requirements of specified grading agencies.1. If no species is specified, provide species graded by the agency specified; if no grading

agency is specified, provide lumber graded by grading agency meeting the specifiedrequirements.

2. Grading Agency: Grading agency whose rules are approved by the Board of Review,American Lumber Standard Committee at www.alsc.org, and who provides gradingservice for the species and grade specified; provide lumber stamped with grade markunless otherwise indicated.


MRaeRough Carpentry

06 1000 - 2

2.02 DIMENSION LUMBER FOR CONCEALED APPLICATIONSA. Grading Agency: Southern Pine Inspection Bureau, Inc; SPIB (GR).B. Sizes: Nominal sizes as indicated on drawings, S4S.C. Moisture Content: S-dry or MC19.D. Miscellaneous Framing, Blocking, Nailers, Grounds, and Furring:

1. Lumber: S4S, No. 2 or Standard Grade.2.03 ACCESSORIES

A. Fasteners and Anchors:1. Metal and Finish: Hot-dipped galvanized steel complying with ASTM A153/A153M for

high humidity and preservative-treated wood locations, unfinished steel elsewhere.2.04 FACTORY WOOD TREATMENT

A. Treated Lumber and Plywood: Comply with requirements of AWPA U1 - Use Category Systemfor wood treatments determined by use categories, expected service conditions, and specificapplications. 1. Preservative-Treated Wood: Provide lumber and plywood marked or stamped by an

ALSC-accredited testing agency, certifying level and type of treatment in accordance withAWPA standards.

B. Preservative Pressure Treatment of Lumber Above Grade: AWPA U1, Use Category UC3B,Commodity Specification A using waterborne preservative.1. Kiln dry lumber after treatment to maximum moisture content of 19 percent.2. Treat lumber in contact with roofing, flashing, or waterproofing.3. Treat lumber in contact with masonry or concrete.

PART 3 EXECUTION3.01 INSTALLATION - GENERAL

A. Select material sizes to minimize waste.B. Reuse scrap to the greatest extent possible; clearly separate scrap for use on site as accessory

components, including: shims, bracing, and blocking.C. Where treated wood is used on interior, provide temporary ventilation during and immediately

after installation sufficient to remove indoor air contaminants.3.02 FRAMING INSTALLATION

A. Set structural members level, plumb, and true to line. Discard pieces with defects that wouldlower required strength or result in unacceptable appearance of exposed members.

B. Make provisions for temporary construction loads, and provide temporary bracing sufficient tomaintain structure in true alignment and safe condition until completion of erection andinstallation of permanent bracing.

C. Install structural members full length without splices unless otherwise specifically detailed.D. Comply with member sizes, spacing, and configurations indicated, and fastener size and

spacing indicated, but not less than required by applicable codes and AWC (WFCM) WoodFrame Construction Manual .

E. Construct double joist headers at floor and ceiling openings and under wall stud partitions thatare parallel to floor joists; use metal joist hangers unless otherwise detailed.

F. Frame wall openings with two or more studs at each jamb; support headers on cripple studs.3.03 BLOCKING, NAILERS, AND SUPPORTS

A. Provide framing and blocking members as indicated or as required to support finishes, fixtures,specialty items, and trim.


MRaeRough Carpentry

06 1000 - 3

3.04 ROOF-RELATED CARPENTRYA. Coordinate installation of roofing carpentry with deck construction, framing of roof openings,

and roofing assembly installation.B. Cut and fit miscellaneous carpentry accurately and securely fasten. Install members plumb and

true to line and level.C. Install perimeter wood nailers true to line and level, with the outside edge of wood nailer aligned

flush with outermost wall face. Comply with recommendations of National Roofing ContractorsAssociation (NRCA) “Roofing and Waterproofing Manual”, third edition.

D. Install perimeter wood nailers as reccommended "Low Slope membrane edge securement,except gutter, shall be designated, tested and installed for Building Code wind loadrequirements, and tested for resistance in accordance with ANSI/SPRI ES-1.

E. Install wood grounds, nailers, blocking, and sleepers where shown and where required forscreeding or attachment of other work as follows:

F. Wood nailers installed at building corners (with corners being defined as the distance from thebuilding corner that is 10% of the minimum building width or 40% of the building height at theeaves, whichever is smaller, but in case less than 3 feet) are to be installed and secured so thatbasic attachment is sufficient enough to resist a minimum of 200 pounds per foot force.

G. Wood nailers installed at perimeter sections of the roof edge located between the corners, areto be installed and secured so that the basic attachment is sufficient enough to resist aminimum of 100 pounds per foot force.

H. Blocking at all edge conditions should be a minimum thickness of 1.5 inches and be sufficientwidth to extend at least 1/2 inch minimum beyond the nailing flange of the roof edge flashing.

I. Install fasteners without splitting wood blocking.J. Fasten wood blocking to allow for expansion at joints, unless otherwise noted.K. Wood blocking secured to either masonry, steel or additional wood members as follows:

1. Masonry: when the bottom nailer is to be installed in direct contact with masonry, thenailer is to be secured with a corrosion resistant anchor bolt, countersunk into nailer andattached to nailer with a nut and washer. Anchor bolts should be a minimum ½ inch indiameter and spaced 4 feet c/c max. apart. If nailer is larger than 6 inches, then anchorbolts should be staggered to avoid splitting the wood. Anchors are to be bent 90 degreesat the base or have heads designed to prevent rotation and slipping out. When securingnailers to hollow block masonry at roof line, fill cores or voids in the top row with fulldensity concrete.

2. Steel deck: when bottom nailer is anchored directly to steel, a steel angle needs to beinstalled. Nailer is anchored to steel with corrosion resistant anchor bolts, minimum 1/2inch in diameter and spaced 4 foot center to center maximum. When the deck is aminimum 22 ga steel, the angle should be secured to the deck with fasteners having aminimum 360 pound pull out rating. Fasteners for steel angle are to be installed onmaximum 12 inch centers with a minimum 5/8 inch diameter washer under the screwheads.

3. Additional Wood Blocking: when additional wood blocking is stacked onto new or existingblocking, the securement of the blocking that is being anchored too should be verified forproper securement. Additional stacked wood blocking onto existing blocking properlysecured, should be fastened with corrosion resistant screws having a pull-out resistanceof at least 360 pounds per fastener. Screws are to be staggered and spaced a maximum12-inches center to center. Screws in corners are to be staggered and spaced 6-inchesmaximum center to center.

4. Concrete and Gypsum Decks: Wood blocking is not to be fastened directly to concrete orgypsum decks. Wood blocking needs to be installed directly to wall structure.

3.05 SITE APPLIED WOOD TREATMENTA. Apply preservative treatment compatible with factory applied treatment at site-sawn cuts,

complying with manufacturer's instructions.


MRaeRough Carpentry

06 1000 - 4

B. Allow preservative to dry prior to erecting members.3.06 CLEANING

A. Do not leave wood, shavings, sawdust, etc. on the ground or buried in fill.B. Prevent sawdust and wood shavings from entering the storm drainage system.

END OF SECTION


MRaeGENERAL ROOFING CONSIDERATIONS

07 1010 - 1

SECTION 07 1010 GENERAL ROOFING CONSIDERATIONS


A. Information relative to different roof systems.B. Codes and Standards: All work to be in compliance with applicable requirements of governing

authorities having jurisdiction.1.02 RELATED SECTIONS

A. Section 06 1000 - Rough Carpentry: for wood blocking and plywood.1.03 REFERENCES

A. Classification: Provide materials and methods that have been tested for application indicatedfor roof slopes shown and meet the following.

B. Underwriters Laboratories Inc. (UL):1. Underwriters Laboratories Inc. (UL):

a. UL 790 for resistance to external fire spread for a Class "A” or “B” assembly. 2004b. UL 263 for structural integrity and resistance to internal fire below the ceiling for a

minimum 1 hour assembly rating and “P” suffix design identification. 2007c. UL 1256 for resistance to internal fire spread below the deck. 2007

1.04 SUBMITTALSA. See Section 01300 - Administrative Requirements, for submittal procedures.B. Product Data: Submit manufacturer’s product specifications, installation instructions and

general recommendations for each principal roofing system product required. Include datasubstantiating that materials comply with requirements.

C. Manufacturer’s Certification: Obtain written certification from manufacturer of Flexible SheetRoofing System (FSR) certifying that the manufacturer has reviewed the drawings and that thedesign meets their criteria for their guaranteed or warranted system. Provide a copy of thiscertification prior to start of Work.

D. Installer Certification: Obtain written certification from manufacturer of Flexible Sheet RoofingSystem (FSR) certifying that Contractor is approved by manufacturer for installation of specifiedroofing system and that the Contractor is eligible to construct and repair any of themanufacturer’s guaranteed or warranted systems. Provide copy of certification prior to start ofWork.

E. Prior to the award of Work, the Roofing Contractor shall submit, for approval by Architect, awritten narrative of the Work to be accomplished and the methods and materials to executesame.

F. Insulation Attachment Shop Drawing: Submit insulation fastening pattern at each site and eachindividual roof area based on design pressures indicated on roof plan. Provide the followinginformation on a blank roof plan for each building (architect will provide blank roof plan (DWGformat) upon request).1. Mechanical Attachment: Indicate fastener and plate type, size and fastener penetration

depth as required for specific deck type attachment.2. Adhesive Attachment: Indicate bead width, spacing and configuration per insulation board

size at field, perimeter and corners of each roof area3. Contractor shall complete in situ pull test for mechanical fasteners and/or adhesive

attachmenta. Coordinate with fastener manufacturer pull tests for proper fastenersb. Coordinate field adhesive attachment pull test before installation of new material



07 1010 - 2

1.05 QUALITY ASSURANCEA. For project obtain roofing products from only one manufacturer. Provide secondary materials

(and materials not available from primary roofing materials manufacturer) from sources whichare recommended by manufacturer.

B. Protect other work from spillage of roofing materials and prevent liquid materials from enteringand clogging drains and conductors. Replace and restore other work, which is soiled orotherwise damaged by performance of roofing and associated work.

C. Protection: All liquid petroleum gas equipment, man ladders and hoists shall be maintained in asafe condition. Fire extinguishers shall be posted near flammable adhesives and open flames.OSHA and other safety guidelines shall be observed for the Contractor's personnel and for theOwner's personnel.

D. Reroofing: Remove only that portion of existing roofing (and insulation if any), which will becompletely reroofed including insulation, related flashings and strippings the same day. Debrisfrom removal operations shall be completely removed each day or confined to an approvedwaste container.

E. Latent Elements: It shall be the responsibility of the Contractor to verify the presence (if any)and location of latent buried objects (e.g. electrical conduit, structural components, etc.) withinan existing roofing system to be removed. Should there be any damage as a result of theContractor removing an existing roofing system, it shall be the responsibility of the Contractor torepair the damage back to the original condition and the Owner accepts the responsibility foradditional costs incurred. Any succeeding occurrences shall be the responsibility of theContractor to repair the damage back to the original condition and the Contractor accepts theresponsibility for additional costs incurred.

F. Weather Condition Limitations: Proceed with roofing work only when existing and forecastedweather conditions will permit work to be performed in accordance with manufacturer’srecommendations and warranty requirements.

G. Installer: Shall be an “experienced” installer with successful experience in installation of roofingsystems similar to those required for this project and acceptable to or licensed by manufacturerof primary roofing materials.

H. Manufacturers with quality based contractor tier programs, provide bidders meeting only top tierrequirements.

I. Manufacturers are to provide weekly technical site visits throughout the project.1.06 PRE-INSTALLATION CONFERENCE

A. Preroofing Conference: Prior to installation of roofing and associated work, meet at project site,or other mutually agreed location, with Installer, roofing manufacturer, installers of related work,and other entities concerned with roofing performance, including (where applicable) Owner’sinsurer, test agencies, governing authorities, Architect, and Owner.

1.07 SYSTEM DESIGNATIONA. The System Designation Chart that follows is intended as a quick reference tool for

identification of different roofing systems:B. Flexible Sheet Roofing: I E A- FSR

1. Substrate Type:a. I: Insulated

2. Sheet Type:a. E: EPDM (Ethylene Propylene Diene Monomer)

3. Attachment and/or Surfacing:a. A: Adhered and Coated if Applicable

PART 2 PRODUCTS (NOT APPLICABLE)PART 3 EXECUTION (NOT APPLICABLE)



07 1010 - 3

ROOFING CONTRACTOR'S MANUFACTURER'S CERTIFICATIONTHE FOLLOWING IS REQUIRED FROM THE SPECIFIED ROOFING SYSTEMMANUFACTURER FOR EACH PROJECT WITH SUBMITTALS.

ProjectName:_________________________________________________________________________________________________________________________________________________Building'sName:____________________________________________________________________________________________________________________________________________________________________________________________________________________________Be advised that as of this date____________________________________,___________________________________________________________________certifies(name of manufacturer)that they have reviewed the plans and specifications as prepared by MARTINRILEY, Inc.bearing commission number___________ and dated__________________________, withregard to the new or replacement roofing system at:_________________________________________________________________________________________________________________________________________________________________________________________________________________________________

(name of building(s))for_________________________________________________________________________

(name of Owner)____________________________________________________________further certifies that

(name of manufacturer)the design meets the criteria for our guarantee or warranted system for the specified period.___________________________________________________________________________

(Manufacturer's Authorized Warranty Representative's Signature)___________________________________________________________________________

(Print or Type Name)___________________________________________________________________________

(Title)Date:________________________



07 1010 - 4

ROOFING CONTRACTOR'S INSTALLER'S CERTIFICATIONTHE FOLLOWING IS REQUIRED FROM THE SPECIFIED ROOFING SYSTEMMANUFACTURER FOR EACH PROJECT WITH SUBMITTALS.

ProjectName:_________________________________________________________________________________________________________________________________________________Building'sName:___________________________________________________________________________________________________________________________________________________________________________________________________________________________Be advised that as of this date__________________________________________, thefollowingRoofingContractor______________________________________________________________

(contractor's name)________________________________________________________________is fully certified

(contractor's address)to install and repair any and all roofing systems warranted and without warranty as offered by:___________________________________________________________________________

(name of manufacturer)___________________________________________________________________________

(Manufacturer's Authorized Warranty Representative's Signature)___________________________________________________________________________

(Print or Type Name)___________________________________________________________________________

(Title)Date:________________________

END OF SECTION


MRaeElastomeric Membrane Roofing

07 5300 - 1

SECTION 07 5300ELASTOMERIC MEMBRANE ROOFING


A. Elastomeric roofing membrane, mechanically fastened conventional and adhered conventional application.

B. Insulation, flat and tapered .C. Flashings.

1.02 RELATED REQUIREMENTSA. Section 06 1000 - Rough Carpentry: Wood cant strips.B. Section 07 6200 - Sheet Metal Flashing and Trim : Counterflashings , reglets and

fascia/copings .1.03 REFERENCE STANDARDS

A. ASTM C1289 - Standard Specification for Faced Rigid Cellular Polyisocyanurate ThermalInsulation Board 2021.

B. ASTM D412 - Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers--Tension 2016 (Reapproved 2021).

C. ASTM D624 - Standard Test Method for Tear Strength of Conventional Vulcanized Rubber andThermoplastic Elastomers 2000 (Reapproved 2020).

D. ASTM D2240 - Standard Test Method for Rubber Property--Durometer Hardness 2015(Reapproved 2021).

E. ASTM D4637/D4637M - Standard Specification for EPDM Sheet Used in Single-Ply RoofMembrane 2015.

F. ASTM E96/E96M - Standard Test Methods for Water Vapor Transmission of Materials 2016.G. FM DS 1-28 - Wind Design 2016.H. NRCA (RM) - The NRCA Roofing Manual 2019.I. NRCA (WM) - The NRCA Waterproofing Manual 2005.J. UL (FRD) - Fire Resistance Directory Current Edition.

1.04 SUBMITTALSA. See Section 01 3000 - Administrative Requirements for submittal procedures.B. Product Data: Provide data indicating membrane materials, flashing materials, insulation,

vapor retarder, surfacing, and fasteners.C. Shop Drawings: Indicate joint or termination detail conditions and conditions of interface with

other materials.D. Manufacturer's Certificate: Certify that products meet or exceed specified requirements.E. Manufacturer's Installation Instructions: Indicate membrane seaming precautions and

perimeter conditions requiring special attention.F. Manufacturer's Field Reports: Indicate procedures followed, ambient temperatures, humidity,

wind velocity during application, and supplementary instructions given.G. Warranty: Submit manufacturer warranty and ensure forms have been completed in Owner's

name and registered with manufacturer.1.05 QUALITY ASSURANCE

A. Manufacturer Qualifications: Company specializing in manufacturing the products specified inthis section with minimum three years of documented experience.



07 5300 - 2

B. Installer Qualifications: Company specializing in performing the work of this section withminimum three years documented experience.

1.06 PRE-INSTALLATION MEETING1.07 DELIVERY, STORAGE, AND HANDLING

A. Deliver materials in manufacturer's original containers, dry and undamaged, with seals andlabels intact.

B. Store materials in weather protected environment, clear of ground and moisture.C. Ensure storage and staging of materials does not exceed static and dynamic load-bearing

capacities of roof decking.D. Protect foam insulation from direct exposure to sunlight.

1.08 FIELD CONDITIONSA. Do not apply roofing membrane during unsuitable weather.B. Do not apply roofing membrane when ambient temperature is below 40 degrees F or above 90

degrees F and relative humidity is less than 80 percent.C. Do not apply roofing membrane to damp or frozen deck surface or when precipitation is

expected or occurring.D. Do not expose materials vulnerable to water or sun damage in quantities greater than can be

weatherproofed the same day.E. Schedule applications so that no partially completed sections of roof are left exposed at end of

workday.1.09 WARRANTY

A. See Section 01 7800 - Closeout Submittals for additional warranty requirements.B. Roofing Contractor's Warranty: Provide roofing contractor's "Roofing Warranty" typical in form

and content indicated by Midwest Roofing Contractors Association, Inc. approved guaranteeform no. 2007B, 2-years

C. Manufacturer's Warranty: Provide flexible sheet roofing manufacturer's standard unlimitedproduct and contractor workmanship liability “Roofing Manufacturer's Basic Roofing Guarantee”from date of substantial completion against leaks caused by defective materials orworkmanship and against normal wear and tear for the following period of time with respect tofollowing system designations.1. IEA-20 Year No Dollar Limit (NDL).

PART 2 PRODUCTS2.01 MANUFACTURERS

A. EPDM Membrane Materials:1. Carlisle Roofing Systems, Inc : www.carlisle-syntec.com/#sle.2. Firestone Building Products, LLC : www.firestonebpco.com/#sle.3. Johns Manville : www.jm.com/#sle.4. Substitutions: See Section 01 6000 - Product Requirements.

2.02 ROOFING - UNBALLASTED APPLICATIONSA. Elastomeric Membrane Roofing: One ply membrane, fully adhered , over insulation .B. Systems: System designation explained in Section 07101. Subject to compliance with

requirements, provide one of the following systems:1. IEA-FSR (insulated substrate, EPDM sheet, adhered attachment FSR)

a. Carlisle "Sure-Seal Kleen Non-Reinforced Membrane - Fire Retardant 60 milMembrane"

b. Firestone "Firestone Rubbergard Fire Retardant - 60 mil Membrane"c. Johns Manville "JM EPDM NR 60 mil Membrane - FR"



07 5300 - 3

2.03 ROOFING MEMBRANE AND ASSOCIATED MATERIALSA. Membrane: Ethylene-propylene-diene-terpolymer (EPDM); externally reinforced with fabric;

complying with minimum properties of ASTM D 4637. Scrim or fabric internal reinforced andcomplying with the following minimum requirements respective of test and property limits of theRubber Manufacturers Association (RMA).1. Thickness: 60 mil, 0.060 inch. measured in accordance with ASTM D4122. Color: Black.3. FIre Resistant: Yes4. Tensile Strength: 1305 psi , measured in accordance with ASTM D412.5. Ultimate Elongation: 300 percent, measured in accordance with ASTM D412.6. Tear Strength: 159 lbf per inch , measured in accordance with ASTM D624.7. Water Absorption: percent increase in weight, maximum, measured in accordance with

ASTM D 570, 24 hour immersion.8. Brittleness Temperature:, measured in accordance with ASTM D 21379. Heat Aging,measured in accordance with ASTM D 573.

a. Breaking Strength, Min. psi (MPa): ASTM D 751 80b. Elongation, Ultimate, min. ASTM D 412

10. Factory Seam Strength: Sheet Failure or 50 lbf/in. minimum, in accordance with ASTM D816

11. Weather Resistance: ASTM G 26 or G 53:a. Visual Inspection: No cracks/crazing.

B. Seaming Materials: As recommended by membrane manufacturer.C. Flexible Flashing Material: Same material as membrane.

2.04 AUXILIARY MATERIALSA. Sheet Seaming System: Manufacturer's standard materials for sealing lapped joints, including

edge sealer to cover exposed spliced edges as recommended by manufacturer of flexible sheetroofing system.1. For EPDM flexible sheet roofing systems, additional seaming materials for all

manufacturer's systems shall be as follows:a. Splicing Cement: High strength, one-part butyl, solvent-based contact cement. Note:

Neoprene based cements shall not be used.b. Interior Field Lap Sealant: One-part, heavy-bodied silicone sealant used near the

unexposed interior edge of a cured EPDM membrane splice.c. Exterior Field Lap Sealant: One-part, heavy-bodied (trowel or gun consistency)

elastomeric Sealand used to seal the exposed edges of a membrane splice.d. Splice Tape: 30 mil, 6 inch wide (cover tape not required) cured butyl based contact

tape used in splicing field laps, only on cured EPDM flexible sheet roofing membrane.e. Splice Cover Tape: 5-inch wide, 45-mil, semi-cured EPDM laminated to self-adhering

butyl used as a "strip-in" over perimeter edge transition laps.B. Flashing Material: Manufacturer's standard system compatible with flexible sheet roofing

membrane. PRESSURE SENSITIVE FLASHING WILL NOT BE PERMITTED.C. Slip Sheet: Type recommended by manufacturer of flexible sheet roofing membrane material

for protection of membrane from incompatible substrates.D. Cold Adhesive (for insulation application): One or two components, non-flammable, spray

dispensed, moisture curing low rise polyurethane foam adhesive.1. "Insta-Stik"; Dow2. "OlyBond 500 SpotShot"; OMG

2.05 INSULATIONA. Rigid insulation boards and air/vapor retarder filler foams shall not be produced with or contain

any of the United States Environmental Protection Agency (USEPA) regulatedchlorofluorocarbon (CFC) compounds listed in the Montreal Protocol of the United NationalsEnvironmental Program.



07 5300 - 4

B. Polyisocyanurate Board Insulation: Rigid cellular foam, complying with Federal SpecificationHH-I-1972/2, ASTM D 1621, ASTM C 1289, C 350, D 1622, and E84. Type II, Class 1,cellulose felt or glass fiber mat both faces; Grade 2 and with the following characteristics:1. Compressive Strength: 20 psi 2. Board Size: 48 by 96 inch. (Flatstock and/or mechanically fastened)3. Board Size: 48 by 48 inch (Tapered and/or adhered)4. Board Thickness: Varies - See roof plans5. Tapered Board: Slope as indicated; minimum thickness stated on roof plans6. Thermal Resistance: R-Value of 5.41/inch7. Board Edges: Square

2.06 ACCESSORIESA. Fasteners for steel deck (for insulation application): Galvanized steel, fluoropolymer-coated

steel, or nonferrous metal screws recommended by manufacturer for material to be fastenedand substrate and complying with requirements of governing authorities and listing agencies.1. Metal Deck: 3/4" minimum penetration of top flute in deck.

B. Membrane Adhesive: As recommended by flexible sheet roofing membrane manufacturer forparticular substrate and project conditions, formulated to withstand minimum 60-psf uplift force.

C. Thinners and Cleaners: As recommended by adhesive manufacturer, compatible withmembrane.

D. Insulation Adhesive: As recommended by insulation manufacturer.E. Roofing Nails: Galvanized, hot-dipped type, size and configuration as required to suit

application.F. Sealants: As recommended by membrane manufacturer.G. Base Sheet: As recommended by membrane manufacturer to be mechanically fastened over

top of cementitious wood fiber decking and polyisocyanurate to be adhesively adhered overtop.

H. Base Sheet Fastener: OMG Olylok Locking Impact Nail 1 embedment of 1.4" or 1.8". Pull testrequired to determine proper fastener.


A. Verify that surfaces and site conditions are ready to receive work.B. Verify deck is supported and secure.C. Verify deck is clean and smooth, flat, free of depressions, waves, or projections, properly

sloped and suitable for installation of roof system.D. Verify deck surfaces are dry and free of snow or ice.E. Verify that roof openings, curbs, and penetrations through roof are solidly set, and cant strips

are in place.F. Preparation of Substrate: Comply with manufacturer's instructions to prepare substrate to

receive flexible sheet roofing system.G. Clean substrate of dust, debris and other substances detrimental to flexible sheet roofing

system work.H. Prime substrates where recommended by manufacturer of materials being installed.I. Prevent compounds from entering and clogging drains and conductors, and from spilling or

migrating onto surfaces of other work.3.02 PREPARATION - CONCRETE DECK

A. Verify adjacent precast concrete roof members do not vary more than 1/4 inch in height. Verifygrout keys are filled flush.



07 5300 - 5

B. Fill surface honeycomb and variations with latex filler.3.03 PREPARATION - METAL DECK

A. Clean Flutes of deck free of all debris during tear-offB. Observe deck for damage or deterioration (rust) and report conditions to roof consultant

3.04 INSTALLATION - INSULATION, UNDER MEMBRANEA. Attachment of Insulation: Comply with insulation manufacturer's instructions and

recommendations for the handling, installation and bonding or anchorage of insulation tosubstrate.1. Secure insulation to metal deck using mechanical fasteners specifically designed and

sized for attachment of specified insulation type to deck type shown. fasten insulationover entire area of roofing at spacing as required by FM or Windstorm ResistanceClassification 1-90. Run long joints of insulation in continuous straight lines, perpendicularto roof slope with end joints staggered between rows and joints off set existing insulationjoints minimum of 12-inches.a. Size mechanical fasteners with insulation so they do not extend beyond the bottom

flute in metal deck and 1-inch minimum embedment into deck.2. Two-layer installation: Where indicated, install required thickness in two layers with joints

of second layer staggered from joints of first layer a minimum of 12 inches each direction.3. Secure insulation to concrete by setting insulation in cold adhesive. Run joints of

insulation in continuous straight line, perpendicular to roof slope, with end joints staggeredbetween rows.a. Prime concrete as required by roofing manufacturer

4. Clean concrete deck and set insulation in cold adhesive. Run long joints of insulation incontinuous straight line, perpendicular to roof slope, with end joints staggered betweenrows. Weight boards set in adhesive with a weight yard roller, or roofing material buckets.

5. Install tapered insulation for crickets and saddles between the first the second layers ofinsulation.

6. Trim surface of insulation where necessary at roof drains so completed surface is flushwith drain ring.

B. Lay subsequent layers of insulation with joints staggered minimum 6 inches from joints ofpreceding layer.

C. On metal deck, place boards parallel to flutes with insulation board edges bearing on deckflutes.

D. Lay boards with edges in moderate contact without forcing. Cut insulation to fit neatly toperimeter blocking and around penetrations through roof.

E. Do not apply more insulation than can be covered with membrane in same day.3.05 INSTALLATION - MEMBRANE

A. Membrane Installation: Start installation only in presence of manufacturer's technicalrepresentative.1. Fully Adhered Flexible Sheet Roofing Membrane: Install membrane by unrolling over

prepared substrate lapping adjoining sheets as recommended by manufacturer. Applyadhesive to surfaces to be bonded and roll single-ply membrane into place when adhesivehas properly cured. Treat seams with special cement and apply sealant to exposed sheetedges, tapering application as recommended by manufacturer. Install mechanicalfasteners, flashings and counter flashings, and accessories at locations and asrecommended by manufacturer.

B. Roll out membrane, free from wrinkles or tears. Place sheet into place without stretching.C. Shingle joints on sloped substrate in direction of drainage.D. Fully Adhered Application: Apply adhesive to substrate at rate of 2 gal per 100 sq ft . Fully

embed membrane in adhesive except in areas directly over or within 3 inches of expansionjoints. Fully adhere one roll before proceeding to adjacent rolls.



07 5300 - 6

E. Overlap edges and ends and seal seams by contact adhesive, minimum 3 inches. Sealpermanently waterproof. Apply uniform bead of sealant to joint edge.

F. At intersections with vertical surfaces:1. Extend membrane over cant strips and up a minimum of 4 inches onto vertical surfaces.2. Fully adhere flexible flashing over membrane and up to nailing strips.

G. Around roof penetrations, seal flanges and flashings with flexible flashing.H. Coordinate installation of roof drains and sumps and related flashings.I. EPDM Flexible Sheet Roofing Field Seams: All field seams shall be installed as follows and as

recommended by the manufacturer.1. For Tape Seams:

a. Overlap field sheets at laps a minimum of 7” along the entire length of the splice. Fold top sheet back for cleaning of both surfaces to be spliced.

b. Clean both surfaces of membrane that are to be spliced using manufacturer'srecommended cleaner. Clean membrane of all dust, dirt and any other contaminants. Allow to dry. Membrane is properly cleaned when membrane surface is a dull blackcolor and no streaking is evident, provide additional cleaning until membrane isproperly cleaned.

c. After both membranes have been cleaned, mark the bottom sheet continuously with amark 1/2” away from the edge of the top sheet.

d. Apply 6” minimum wide splice tape to the bottom sheet. The edge of the paperbacking of the splice tape should be touching the line marked on the bottom sheet.

e. before removing the paper backing from splice tape, roll tape. Roll tape carefully, soas not to stretch or wrinkle the tape.

f. Roll the top membrane over splice tape and check alignment of the entire splice. Aminimum of 1/8” and a maximum of 1/2” of splice tape should protrude beyond edgeof the top membrane.

g. After checking alignment of splice, roll back the top sheet and remove the paperbacking from the tape and allow the top membrane to fall freely onto the splice tape.

h. Press seam together with hand pressure across splice. Immediately after the seamis pressed together, roll seam with a steel roller using positive pressure. Roll splicefirst across the seam, then along the entire length.

i. After seam has been spliced, check the membrane on both sides from the edge ofseam. Clean membrane of all dust, dirt and any other contaminants.

J. EPDM flashings: Install flashing as indicated at all vertical surfaces and penetrations throughroof. Extend field membrane up onto vertical surfaces as base flashing. PRESSURESENSITIVE FLASHING WILL NOT BE PERMITTED. Provide specified and detailedmechanical anchorage at top of all vertical flashings.1. Prior to installing base flashing, loose lay 6” wide reinforced strip along vertical transition

and mechanically fasten vertically into transition maximum 12 inches on center. Forvertical transitions a minimum of 3” must extend onto adjacent horizontal substrate. Cleanreinforcing strip as outlined in the splicing of field seams. Splice field membrane toreinforcing strip, following splicing procedures of field seams, though excluding the use ofin-seam sealant and lap sealant.

K. Roof Sumps (drains): Taper insulation to drain. Fill clamping ring base with a heavy coating ofwater cut-off mastic. Extend field membrane over roof sump and cut membrane so it extends aminimum of 1/2 inch beyond attachment points of the clamping ring. The hole cut in the fieldmembrane must not restrict water flow or be smaller than the drain pipe.

3.06 FIELD QUALITY CONTROLA. Provide monthly on-site attendance of roofing and insulation manufacturer's representative

during installation of this work.3.07 CLEANING

A. Remove bituminous markings from finished surfaces.



07 5300 - 7

B. In areas where finished surfaces are soiled by work of this section, consult manufacturer ofsurfaces for cleaning advice and comply with their documented instructions.

C. Repair or replace defaced or damaged finishes caused by work of this section.3.08 PROTECTION

A. Protect installed roofing and flashings from construction operations.B. Where traffic must continue over finished roof membrane, protect surfaces using durable

materials.END OF SECTION


MRaeSheet Metal Flashing and Trim

07 6200 - 1

SECTION 07 6200SHEET METAL FLASHING AND TRIM


A. Fabricated sheet metal items, including flashings, counterflashings, gutters, downspouts, sheetmetal roofing, and exterior penetrations .

B. Sealants for joints within sheet metal fabrications.C. Precast concrete splash pads.

1.02 RELATED REQUIREMENTSA. Section 06 1000 - Rough Carpentry: Wood nailers, curbs for roofing, and items installed on the

roof.B. Section 07 7100 - Roof Specialties: Manufactured copings, flashings, and expansion joint

covers.C. Section 07 9200 - Joint Sealants: Sealing non-lap joints between sheet metal fabrications and

adjacent construction.1.03 REFERENCE STANDARDS

A. AAMA 2604 - Voluntary Specification, Performance Requirements and Test Procedures forHigh Performance Organic Coatings on Aluminum Extrusions and Panels (with Coil CoatingAppendix) 2017a.

B. ASTM A 792/A 792M - Standard Specification for Steel Sheet, 55% Aluminum-Zinc Alloy-Coated by the Hot-Dip Process; 2006a.

C. ASTM B32 - Standard Specification for Solder Metal 2020.D. ASTM C920 - Standard Specification for Elastomeric Joint Sealants 2018.E. ASTM D 523 - Standard Test Method for Specular Gloss; 2008.F. ASTM D4586/D4586M - Standard Specification for Asphalt Roof Cement, Asbestos-Free 2007

(Reapproved 2018).G. CDA A4050 - Copper in Architecture - Handbook current edition.H. SMACNA (ASMM) - Architectural Sheet Metal Manual 2012.I. ANSI/SPRI ES-1, 2011. Wind Design Standard for Edge Systems Used with Low Slope Roofing

Systems.1.04 SUBMITTALS

A. See Section 01 3000 - Administrative Requirements, for submittal procedures.B. Shop Drawings: Indicate material profile, jointing pattern, jointing details, fastening methods,

flashings, terminations, and installation details.1. Provide shop drawings for those items factory or shop fabricated, showing extent of the

work and all required details to describe the installation.C. Provide samples for those items shop fabricated or assembled including all accessories and

anchors required for the coping, fascia, curb or other sheet metal items. Submit samples ofentire assembly to Architect for review and approval prior to commencing shop fabrication. Submit samples with actual finish to be installed. Samples to be eighteen inches longminimum.

D. Provide manufacturer’s guarantee on the applied finishes to the various prefinished sheet metalcomponents against oxidation, checking, peeling, fading, chalking in excess of 8 (ASTM D523), or other deterioration of the finish for a period of five years.

E. Edge Metal Flashings-Submit certification that edge metal is fabricated, installed and tested incompliance with ANSI/SPRI ES-1, 2011.



07 6200 - 2

1.05 QUALITY ASSURANCEA. Perform work in accordance with SMACNA (ASMM) and CDA A4050 requirements and

standard details, except as otherwise indicated.B. Fabricator and Installer Qualifications: Company specializing in sheet metal work with 5 years

of documented experience.1.06 DELIVERY, STORAGE, AND HANDLING

A. Stack material to prevent twisting, bending, and abrasion, and to provide ventilation. Slopemetal sheets to ensure drainage.

B. Prevent contact with materials that could cause discoloration or staining.PART 2 PRODUCTS2.01 SHEET MATERIALS

A. Galvanized Steel: ASTM A-653/A 653M, with G-90/Z275, commercial quality, or G-90 (ASTMA653/A 653M), lock-forming quality, hot-dip galvanized, mill phosphatized where indicated forpainting; not less than 20 gauge 0.0359 inch thick, unless otherwise indicated.

B. Aluminum-Zinc Coated Steel Sheet (AZ): ASTM A 792, Class AZ-50 coating, Grade 40, 55%aluminum, 1.6% silicon, 44.4% zinc, 22 gauge (0.0299 inch), unless noted otherwise; ASTM A792/A 792M, Class AZ-150 coating, Grade 275 triple spot coat average equivalent to 0.80 milsthickness both sides.

C. Aluminum or Steel Finishes: Comply with NAAMM “Metal Finishes Manual” to produceuniformly finished products. For colored finishes (prefinished), if any, provide coating asindicated and colors as selected by Architect from manufacturer’s standard colors.1. Fluoropolymer Coating (FP): Manufacturer’s standard two-coat, thermocured, full-strength

70 percent “Kynar 500” coating consisting of a primer and a minimum dry film thickness of0.9 mil and 30 percent reflective gloss when tested in accordance with ASTM D 523.

2. Durability: Provide coating that has been field tested under normal range of weatheringconditions for minimum of 20 years without significant peel, blister, flake, chip, crack, orcheck in finish; in accordance with AAMA 2604.a. Color and Gloss: As selected by Architect from Manufacturer's standard colors.

2.02 ACCESSORIESA. Fasteners: Noncorrosive metal, with soft EPDM washers. Match finish of exposed heads with

material being fastened.B. Sealant: Type Elastomeric specified in Section 07 9200.C. Mastic Sealant: Polyisobutylene, nonhardening, nonskinning, nondrying, nonmigrating sealant.D. Epoxy Seam Sealer: 2-part, noncorrosive, aluminum seam-cementing compound.E. Adhesive: Type recommended for waterproof and weather-resistant seaming and adhesive.F. Clip Straps, Anchoring Devices and Similar Accessories: Compatible with material being

installed.2.03 FABRICATION

A. Fabricate sheet metal flashing and trim to comply with recommendations of SMACNA’s“Architectural Sheet Metal Manual” that apply to the design, dimensions, metal and othercharacteristics of the item indicated.

B. Fabricate sheet metal flashing and trim to comply with recommendations of ANSI/SPRI ES-1that apply to the design, dimensions, metal and other characteristics of the item indicated.

C. Form sections true to shape, accurate in size, square, and free from distortion or defects.D. Form pieces in longest possible lengths.E. Hem exposed edges on underside 1/2 inch; miter and seam corners.



07 6200 - 3

F. Form material with batten seams, except where otherwise indicated. At moving joints, usesealed lapped, bayonet-type or interlocking hooked seams.

G. Fabricate corners from one piece with minimum 18 inch long legs; seam for rigidity, seal withsealant.

H. Fabricate vertical faces with bottom edge formed outward 1/4 inch and hemmed to form drip.I. Fabricate vertical faces with bottom edge formed outward 1/4 inch (6 mm) and hemmed to form

drip.J. Fabricate flashings to allow toe to extend 2 inches over roofing gravel. Return and brake

edges.K. Fabricate fascia and coping to profiles and coping to profiles and details shown herein and/or

as indicated on the drawings. Fabrication to be free of face distortion and oil canning. Fabrication shall not mar the prefinished surfaces of exposed components. Shop formmaterials in their entirety with only length adjustments and attachments in the field.1. Contractor’s Option: In lieu of shop fabricated fascia, copings and gutter and downspouts

as herein identified, provide manufacturer’s prefabricated fascia, coping and gutter anddownspouts systems produced by:a. W.P. Hickman Company.b. Metal - Erac. When required by roofing material manufacturer to procure “Manufacturer’s

Warranty”, provide required fascia and coping systems as specified by roofingmaterial manufacturer.

L. Coat back-side of fabricated sheet metal with 15-mil sulfur-free bituminous coating, ASTM D4479 Type 1, where required for water-tight construction provide hooked flanges filled withpolyisobutylene mastic for 1-inch embedment or flanges. Space joints at intervals of not morethan 50 feet for steel, 30 feet for zinc alloy or aluminum. Conceal expansion provisions wherepossible.

2.04 GUTTER AND DOWNSPOUT FABRICATIONA. Gutters: SMACNA (ASMM) Rectangular profile.B. Downspouts: Rectangular profile.C. Gutters and Downspouts: Size indicated.D. Accessories: Profiled to suit gutters and downspouts.

1. Anchorage Devices: In accordance with SMACNA (ASMM) requirements.2. Gutter Supports: Brackets.3. Downspout Supports: Brackets.

E. Splash Pads: Precast concrete type, of size and profiles indicated; minimum 3000 psi at 28days, with minimum 5 percent air entrainment.

F. Seal metal joints.2.05 ACCESSORIES

A. Fasteners: Galvanized steel, with soft neoprene washers.B. Primer: Zinc chromate type.C. Concealed Sealants: Non-curing butyl sealant.D. Exposed Sealants: ASTM C920; elastomeric sealant, with minimum movement capability as

recommended by manufacturer for substrates to be sealed; color to match adjacent material.E. Plastic Cement: ASTM D4586/D4586M, Type I.


A. Verify roof openings, curbs, pipes, sleeves, ducts, and vents through roof are solidly set, regletsin place, and nailing strips located.



07 6200 - 4

B. Verify roofing termination and base flashings are in place, sealed, and secure.3.02 PREPARATION

A. Install starter and edge strips, and cleats before starting installation.B. Install surface mounted receivers where indicated true to lines and levels. Seal top of reglets

with sealant.C. Back paint concealed metal surfaces with protective backing paint to a minimum dry film

thickness of 15 mil.3.03 INSTALLATION

A. Comply with manufacturer’s instructions and SMACNA’s “Architectural Sheet Metal Manual”allow for thermal expansion; set true to line and level as indicated. Install Work with laps, joints,and seams permanently watertight and weatherproof; conceal fasteners where possible. Corners and bends of prefinished materials to be of radius from the base metals. Refinish orregalvanize after fabrication.1. Coordinate handling and installation of joints and sheet metal materials, to minimize

exposure of expansion, to damage from other work of other trades and to provide properintegration of units with membranes and flashings.

2. Roof-Edge Flashings: Secure metal flashings at roof edges according to FM LossPrevention Data Sheet I - 49 for specified wind zone.

3. Roof-Edge Flashings: Secure metal flashings at roof edges according to ANSI/SPRI ES-1.Provide ANSI/SPRI ES-1 certification with closeout documents.

4. Expansion Provisions: Provide for thermal expansion of exposed sheet metal Work. Space movement joints at maximum of 10 feet (3 m) with no joints allowed within 24inches (610 mm) of corner or intersection. Where lapped or bayonet-type expansionprovisions in Work cannot be used or would not be sufficiently weatherproof andwaterproof, form expansion joints of intermeshing hooked flanges, not less than 1 inch (25mm) deep, filled with mastic sealant (concealed within joints).

B. Anchor work in place with noncorrosive fasteners, adhesives, setting compounds, tapes andother materials and devices as recommended by manufactures of each material or system. Provide for thermal expansion and building movements. Comply with recommendations of“Architectural Sheet Metal Manual” by SMACNA.

C. Soldered Joints: Clean surfaces to be soldered, removing oils and foreign matter. Pretinedges of sheets to be soldered to a width of 1-1/2 inches (38 mm), except where pretinnedsurface would show in finished Work.1. Pretinning is not required for lead.2. Do not solder aluminum.

D. Seal moving joints in metal work with elastomeric joint sealants, complying with requirementsspecified in Division 7 Section “Joint Sealant”.

E. Sealed Joints: Form nonexpansion, but movable, joints in metal to accommodate elastomericsealant to comply with SMACNA standards. Fill joint with sealant and form metal to completelyconceal sealant.

F. Clean metal surfaces of other substances which could cause corrosion of metal or discoloringof finish.

G. Seams: Fabricate nonmoving seams in sheet metal with flat-lock seams. Tin edges to beseamed, form seams, and solder.

H. Seams: Fabricate nonmoving seams in aluminum with flat-lock seams. Form seams and sealwith epoxy seam sealer. Rivet joints for additional strength.

I. Separations: Separate noncompatible metals or corrosive substrates with a coating of asphaltmastic. 15-mil sulfur-free bituminous coating ASTM D 4479 Type 1 metals from corrosivesubstrates, including cementitious materials, wood or other absorbent materials or otherpermanent separation as recommended by manufacturer.



07 6200 - 5

J. Secure flashings in place using concealed fasteners, and use exposed fasteners only wherepermitted..

K. Apply plastic cement compound between metal flashings and felt flashings.L. Fit flashings tight in place; make corners square, surfaces true and straight in planes, and lines

accurate to profiles.M. Secure gutters and downspouts in place with concealed fasteners.N. Slope gutters 1/4 inch per foot minimum.O. Set splash pads under downspouts .P. See details appended to the end of this section.

3.04 FIELD QUALITY CONTROLA. See Section 01 4000 - Quality Requirements, for field inspection requirements.B. Inspection will involve surveillance of work during installation to ascertain compliance with

specified requirements.3.05 MARTIN RILEY FASCIA SYSTEM COMPONENTS

END OF SECTION


MRae Sheet Metal Flashing and Trim 07 6200

METAL FASCIA Martin Riley architects/engineers FASCIA SYSTEM COMPONENTS FABRICATE SHEET METAL FOR STANDARD FASCIA SYSTEM AND FASCIA EXTENDERS AS SHOWN BELOW ON THIS SHEET AND IN COMPLAINCE WITH ANSI/SPRI ES-1 CURRENT EDITION. SHOP FABRICATE FASCIA AND EXTENDERS USING GAUGES AND FINISHES INDICATED AND SPECIFIED. ALL BENDS TO BE 3T U.N.O. AND STANDARD LENGTH 120 INCHES U.N.O. LAYOUT RUNS TO PRODUCE CUTS OF EQUAL LENGTH AT EACH END AND NO LESS THAN 60 INCHES MINIMUM. BUTT SECTIONS AND GAP 1/8” MINIMUM. PROVIDE CONCEALED SPLICE PLATES TO MATCH PROFILE BEHIND FASCIA AND EXTENDER OF 0.019 INCH ALUMINUM X 4 INCH WIDE. ANCHOR HOLES TO BE SLOTTED 1/8 INCH X ¼ INCH U.N.O. AND AT 12 INCHES ON CENTER. RECOMMENDED MINIMUM GAUGES FOR FASCIA, COPING AND CLEATS SHOWN BELOW


MRae Sheet Metal Flashing and Trim 07 6200

Exposed Face

Galvanized Steel

Cold Rolled Copper

Formed Aluminum

Stainless Steel Cleat

Up to 4" 24 ga. 16 oz 0.040" 26 ga One gauge heavier

(to 100 mm) (0.028" 0.7mm) (0.022" 0.6mm) (1.0 mm) (0.016" 0.4mm) than fascia metal

> 4"-8" 24 ga. 16 oz 0.050" 26ga One gauge heavier

(>100-200mm) (0.028" 0.7mm) (0.022" 0.6mm) (1.3 mm) (0.016" 0.4mm) than fascia metal

>8"-10" 22 ga 20 oz 0.063" 24 ga One gauge heavier

(>200-250 mm) (0.034" 0.9 mm) (0.027" 0.7 mm) (1.6mm) (0.023" 0.6mm) than fascia metal

>10"-16" 20 ga 20oz 0.080" 22 ga One gauge heavier

(>250-400 mm) (0.040" 1.0mm) w/stiffening ribs (2.0 mm) (0.029" 0.7mm) than fascia metal

NOTES:

1. WHEN USING THE ABOVE MINIMUM THICKNESS GUIDELINES, OTHER ITEMS SHOULD BE CONSIDERED,

SUCH AS FASTENING PATTERNS AND UNANCHORED OR UNSUPPORTED SPANS. HEAVIER THICKNESSES

MAY BE REQUIRED. COMPLY WITH ANSI/SPRI ES-1 CURRENT EDITION PROVIDE CERTIFICATION UPON COMPLETION

2. ALL CLEATS SHALL BE CONTINUOUS WITH LENGTHS NOT TO EXCEED 12'-0" LONG. ALLOW A 1/4" GAP

BETWEEN PIECES. STAGGER JOINTS IN CLEATS AND JOINTS IN FASCIA METAL.

3.LESSER GAUGES MAY BE INSTALLED @ LENGTHS LONGER THAN 8" WITH STIFFENER BEAD,

ONLY IF INDICATED ON DRAWINGS

END OF SECTION 07 6200


MRaeRoof Specialties

07 7100 - 1

SECTION 07 7100ROOF SPECIALTIES


A. Manufactured roof specialties, including copings, fascias, and gravel stops.B. Pipe Seal FlashingsC. Pipe SupportsD. Pipe seal curbE. WalkpadsF. Equipment Rails

1.02 RELATED REQUIREMENTSA. Section 07 7200 - Roof Accessories: Manufactured curbs, roof hatches, and snow guards.B. Section 07 9200 - Joint Sealers .

1.03 REFERENCE STANDARDSA. ANSI/SPRI/FM 4435/ES-1 - Test Standard for Edge Systems Used with Low Slope Roofing

Systems 2017.B. ASTM A 653/A 653M - Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or

Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process ; 2007 .C. ASTM B 209 - Standard Specification for Aluminum and Aluminum-Alloy Sheet and Plate ;

2007 .D. ASTM B 209M - Standard Specification for Aluminum and Aluminum-Alloy Sheet and Plate

[Metric] ; 2007 .E. ASTM C 920 - Standard Specification for Elastomeric Joint Sealants ; 2005 .F. ASTM D4586/D4586M - Standard Specification for Asphalt Roof Cement, Asbestos-Free 2007

(Reapproved 2018).G. NRCA (RM) - The NRCA Roofing Manual 2019.H. ASTM D 4479 - Standard Specification for Asphalt Roof Coatings - Asbestos-Free ; 2007 .I. SMACNA (ASMM) - Architectural Sheet Metal Manual 2012.

1.04 SUBMITTALSA. See Section 01 3000 - Administrative Requirements, for submittal procedures.B. Product Data: Provide data on shape of components, materials and finishes, anchor types and

locations.C. Shop Drawings: Indicate configuration and dimension of components, adjacent construction,

required clearances and tolerances, and other affected work. Include plans, elevations,sections and details. Provide shop drawings for factory or shop fabricated items includinginstallation drawings.

D. Shop Drawings: Indicate configuration and dimension of components, adjacent construction,required clearances and tolerances, and other affected work.

E. Coordination Drawings: Roof plans drawn to scale and coordinating penetrations and roof-mounted items.

F. Manufacturer's Installation Instructions: Indicate special procedures, fasteners, supportingmembers, and perimeter conditions requiring special attention.

PART 2 PRODUCTS2.01 MATERIALS

A. Aluminum:



07 7100 - 2

1. Sheet: ASTM B 209 (ASTM B 209M) for alclad alloy 3005H25 or alloy and temperrequired to suit forming operations, with mill finish, unless otherwise indicated.

B. Galvanized Steel Sheet:1. ASTM A 653/A 653M with G90 (Z275); commercial steel, unless otherwise indicated.

a. Structural Quality: Grade 40 (Grade 275), where indicated or as required for strength.C. Fasteners:

1. Same metal as metals being fastened, or nonmagnetic stainless steel or othernoncorrosive metal as recommended by manufacturer. Match finish of exposed fastenerswith finish of material being fastened.

D. Gaskets:1. Manufacturer's standard tubular or fingered design of neoprene, EPDM, or PVC; or flat

design of foam rubber, sponge neoprene, or cork.E. Elastomeric Sealant:

1. Recommended by unit manufacturer that is compatible with joint surfaces; ASTM C 920,Type S, Grade NS, Class 25.

2.02 MANUFACTURERSA. Roof Edge Flashings and Copings:

1. Metal-Era Inc : Radius/Non-Radius Fascia: www.metalera.com/#sle.2. Substitutions: See Section 01 6000 - Product Requirements.

B. Pipe Seal Flashings:1. Portals Plus, Inc.2. Pate Co. (The).3. ThyCurb, Inc.

C. Pipe Supports:1. OMG Roofing Products; "OlyFlow PipeGuard"

D. Pipe Seal Curb:1. Portals Plus, Inc

E. Walkway Pads:1. Carlisle Syntec Corporation

a. Sure-Seal interlocking Rubber PaversF. Equipment Rails:

1. Portals Plus, Inc.2. The Pate Company3. Substitutions: See Section 01600 - Product Requirements.

2.03 COMPONENTSA. Roof Edge Flashings: Factory fabricated to sizes required; corners mitered; concealed

fasteners.1. Configuration: Fascia, cant, and edge securement for roof membrane.2. Pull-Off Resistance: Tested in accordance with ANSI/SPRI/FM 4435/ES-1 using test

methods RE-1 and RE-2 to positive and negative design wind pressure as defined byapplicable local building code.

3. Exposed Face Height: As indicated on drawings.4. Material: Formed steel sheet, galvanized, 24 gauge, 0.024 inch thick, minimum.5. Finish: 70 percent polyvinylidene fluoride.6. Color: To be selected by Architect from manufacturer's standard range.

B. Pipe Seal Flashing: Provide new spun aluminum base with neoprene or EPDM pipe seal bootsfor new or retrofit flashing conditions as required at penetrating elements 6" or less. Separateand reroute clusters of penetrations to install pipe seal flashings. Pipe seal boot shall flasharound penetrating element and produce a water tight and weather proof seal with the roofmembrane and the penetrating element.



07 7100 - 3

1. In lieu of manufactured pipe seal. Provide Pipe Seal Flashing (liquid applied): Providewaterproofing resin with reinforced polyester fleece. Follow manufacturers guidelines andrecommendations for appropriate application.

C. Pipe Supports: Provide flexible EPDM rubber pipe support stand which sits freely on roofsurface and accommodates pipe sizes 3/4” to 2”. Space supports a maximum of 10' apart.

D. Pipe seal curb: Shall be an 18 GA galvanized curb. Factory installed nailer and 1.5" 3lb rigidfiberglass insulation, and an EPDM compression molded cap. Attachment and installation ofthe Pipe Portal shall be done in accordance with Portals Plus instructions and the roofingmembrane manufacturer's recommendations.

E. Walkway Pads:1. Provide 24 inch square by 2 inch thick rubber pavers with premolded "U" channels

weighing 24 pounds per unit. Install whole units according to manufacturer's specificationwith adhesive attachment along the "U" channel as furnished by walkway padmanufacturer.

2. Provide ramp tiles (if any) of the same material at transitions and as identified on thedrawings.

F. Equipment Rails: Provide new standard 18 gauge galvanized steel, monolithic construction,with integral base plate, continuous welded corners and factory, factory installed 2x4 woodnailer and 18 gauge galvanized counter-flashing..

2.04 ACCESSORIESA. Sealant: Type Elastomeric as specified in Section 07 9200 .B. Plastic Cement: ASTM D 4586, Type I.C. Protective Backing Paint: Asphaltic mastic, ASTM D 4479 Type I .D. Mastic Sealant: Polyisobutylene, nonhardening, nonskinning, nondrying, nonmigrating sealant.E. Adhesive: Type recommended for waterproof and weather-resistant seaming and adhesive.


A. Verify that deck, curbs, roof membrane, base flashing, and other items affecting work of thisSection are in place and positioned correctly.

3.02 INSTALLATIONA. Install components in accordance with manufacturer's instructions and NRCA (RM) applicable

requirements.B. Coordinate installation of roof accessories with installation of roof deck, roof insulation, flashing,

roofing membranes, penetrations, equipment, and other construction to ensure that combinedelements are waterproof and weathertight. Anchor roof accessories securely to supportingstructural substrates so they are capable of withstanding lateral and thermal stresses, andinward and outward loading pressures. Conform to SMACNA Architectural Sheet Metal Manual drawing details for fabricating units.

C. NRCA's "Roofing and Waterproofing Manual" details for installing units.D. Coordinate installation of sealants and roofing cement with work of this section to ensure water

tightness.E. Separation: Separate metal from incompatible metal or corrosive substrates, including wood, by

coating concealed surfaces, at locations of contact, with bituminous coating or providing otherpermanent separation.

F. Flange Seals: Unless otherwise indicated, set flanges of accessory units in a thick bed ofroofing cement to form seal.

G. Clean exposed surfaces according to manufacturer's written instructions. Touch up damagedmetal coatings.

END OF SECTION


MRaeRoof Drainage, Mechanical and Electrical

07 7500 - 1

SECTION 07 7500ROOF DRAINAGE, MECHANICAL AND ELECTRICAL


A. Modifications to roof drains and vents.B. Removal, modification, and reinstallation of roof top mechanical unit and associated piping and

ductwork etc.C. Furnish and install all new roof drains (sumps) and interior conductors as shown on the plans.

Connect to existing storm water conductors as shown or required using proper fittings.D. Modification of electrical required by installation of new roof.

1.02 RELATED REQUIREMENTSA. Section 07 1010 - General Roofing Considerations: Quality Assurance and Pre- Installation

MeetingB. Section 07 9010 - Joint Sealants

1.03 REFERENCE STANDARDSA. Indiana Plumbing Code 675 IAC 16-1.3 1999B. Indiana Mechanical Code 675 IAC 18-1.5 2008, Amends the International Mechanical Code

2006C. NFPA 70 - National Electrical Code; 2008

1.04 SUBMITTALSA. Product Data: Submit manufacturer's product specifications, installation instructions and

general recommendations for plumbing materials and fixture identified.PART 2 PRODUCTS2.01 MANUFACTURERS

A. Roof Drains shall be cast iron with large cast iron dome, flashing clamp with integral gravelstop, deck clamp equal to Josam 21500 Series or Zurn Z-100 Series as required. Size asnoted.

B. Piping: All roof drain conductors shall be Schedule #40 no-hub cast iron pipe or Schedule #40type PVC match existing.

C. Insulate new interior roof drain sumps, horizontal roof water conductors and interiordownspouts with 3/4" flexible foamed plastic insulation with built-in vapor barrier equal toArmstrong Armaflex AP pipe Insulation.1. Paint for new insulation exposed in occupied areas with coating approved by the

insulation manufacturer.D. Roof drainage, mechanical and electrical materials employed shall match existing assemblies

and shall be no less than that required by current codes.PART 3 EXECUTION3.01 SUMP BODY INSTALLATION

A. Install sump body on existing or new roof deck to be re-roofed or recovered with additionalinsulation in a manner that will allow 1/2" of insulation to butt flush with the lip of the body. Setsump body securely on the deck utilizing deck clamps and metal or treated wood shims toaccommodate irregularities in the deck. Support the deck opening when required to eliminateany deflection exceeding 1/240.

3.02 PIPINGA. All roof drain conductors shall be pitch as much as possible to point of connection with existing

conductors.


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1. Support drain lines at intervals frequent enough to ensure uninterrupted drainage due todeflection or deformation of the lines.

2. Insulate new interior roof drain sumps, horizontal roof water conductors and interiordownspouts.

3. Paint new insulation exposed in occupied areas with coating approved by the insulationmanufacturer.

B. PVC Pipe: ASTM D2665 or ASTM 30341. Fittings: PVC2. Joints: Solvent welded with ASTM D2564 solvent cement3. Sleeve pipes passing through partitions, walls and floors

C. Pipe Hangers and Supports1. Provide hangers and supports that comply with MSS SP-58

a. If type of hanger or support for particular situation is not indicated, select appropriatetype using MSS SP-58 recommendations

b. Overhead Supports: Individual steel rod hangers attached to structure or to trapezehangers

c. Trapeze Hangers: Welded steel channel frames attached to the structure1) Place hangers within 12 inches of each horizontal elbow

d. Vertical Pipe Support: Steel Riser Clamp2. Plumbing Piping - Drain, Waste and Vent:

a. Conform to MSS SP-69b. Hangers for Pipe Sizes 2 inches and Over: Carbon Steel, adjustable clevisc. Multiple or Trapeze hangers: Steel channels with welded spaces and hanger rodsd. Wall Support for Pipe Sizes 4inches and over: Welded steel bracket and wrought

steel clampe. Vertical Support: Steel Riser Clampf. Floor Support: Cast iron adjustable pipe saddle, lock nut, nipple floor flange, and

concrete pier or steel support3. Hanger Fasteners: Attach hangers to structure using appropriate fasteners as follows:

a. Concrete Wedge Expansion Anchors: Complying with ICC-ES AC193D. Pipe Markers

1. Plastic pipe markers: factory fabricated, flexible, semi-rigid plastic, preformed to fit aroundpipe or pipe covering; minimum information indicating flow direction arrow andidentification of fluid being conveyed

2. Plastic Tape Pipe Markers: Flexible, vinyl film tape with pressure sensitive adhesivebacking and printed markings

3. All pipe markers shall indicate direction of flow and have arrows the full 360 degreesaround pipe

3.03 ELECTRICAL WORK AT RAISED POWER ROOF UNITS (IF ANY):A. Disconnect all powered roof units before removing for new flashings or raised curbs.

Reconnect after equipment has been permanently reinstalled.B. Comply with the National Electrical code and all local electrical codes and standards.C. Disconnect, reroute, reinstall, and reconnect existing conduits, wiring, circuits, emergency

lights, powered roof units, etc. noted or required for the work.D. Existing conductors shall be replaced where additional required length makes reconnection

difficult or results in box splices.END OF SECTION


MRaeJoint Sealants

07 9200 - 1

SECTION 07 9200JOINT SEALANTS


A. Nonsag gunnable joint sealants.B. Joint backings and accessories.

1.02 REFERENCE STANDARDSA. ASTM C794 - Standard Test Method for Adhesion-In-Peel of Elastomeric Joint Sealants 2018.B. ASTM C920 - Standard Specification for Elastomeric Joint Sealants 2018.C. ASTM C1087 - Standard Test Method for Determining Compatibility of Liquid-Applied Sealants

with Accessories Used in Structural Glazing Systems 2016.D. ASTM C1193 - Standard Guide for Use of Joint Sealants 2016.E. ASTM C1311 - Standard Specification for Solvent Release Sealants 2014.

1.03 SUBMITTALSA. See Section 01 3000 - Administrative Requirements, for submittal procedures.B. Product Data for Sealants: Submit manufacturer's technical data sheets for each product to be

used, that includes the following.1. Physical characteristics, including movement capability, VOC content, hardness, cure

time, and color availability.2. List of backing materials approved for use with the specific product.3. Substrates that product is known to satisfactorily adhere to and with which it is compatible.4. Substrates the product should not be used on.5. Substrates for which use of primer is required.6. Substrates for which laboratory adhesion and/or compatibility testing is required.7. Installation instructions, including precautions, limitations, and recommended backing

materials and tools.8. Sample product warranty.9. Certification by manufacturer indicating that product complies with specification

requirements.C. Product Data for Accessory Products: Submit manufacturer's technical data sheet for each

product to be used, including physical characteristics, installation instructions, andrecommended tools.

D. Color Cards for Selection: Where sealant color is not specified, submit manufacturer's colorcards showing standard colors available for selection.

E. Preconstruction Laboratory Test Reports: Submit at least four weeks prior to start ofinstallation.

F. Installation Plan: Submit at least four weeks prior to start of installation.G. Installation Log: Submit filled out log for each length or instance of sealant installed.

1.04 QUALITY ASSURANCEA. Maintain one copy of each referenced document covering installation requirements on site.B. Manufacturer Qualifications: Company specializing in manufacturing the products specified in

this section with minimum three years documented experience.C. Installer Qualifications: Company specializing in performing the work of this section and with at

least three years of documented experience.D. Preconstruction Laboratory Testing: Arrange for sealant manufacturer(s) to test each

combination of sealant, substrate, backing, and accessories.1. Adhesion Testing: In accordance with ASTM C794.


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2. Compatibility Testing: In accordance with ASTM C1087.3. Allow sufficient time for testing to avoid delaying the work.4. Deliver to manufacturer sufficient samples for testing.5. Report manufacturer's recommended corrective measures, if any, including primers or

techniques not indicated in product data submittals.6. Testing is not required if sealant manufacturer provides data showing previous testing, not

older than 24 months, that shows satisfactory adhesion, lack of staining, and compatibility.E. Installation Plan: Include schedule of sealed joints, including the following.

1. Installation Log Form: Include the following data fields, with known information filled out.a. Date of installation.b. Name of installer.c. Actual joint width; provide space to indicate maximum and minimum width.d. Actual joint depth to face of backing material at centerline of joint.e. Air temperature.

PART 2 PRODUCTS2.01 JOINT SEALANT APPLICATIONS

A. Scope:1. Exterior Joints: Seal open joints, whether or not the joint is indicated on drawings, unless

specifically indicated not to be sealed. Exterior joints to be sealed include, but are notlimited to, the following items.a. Wall expansion and control joints.b. Joints between door, window, and other frames and adjacent construction.c. Joints between different exposed materials.d. Openings below ledge angles in masonry.e. Other joints indicated below.

2. Interior Joints: Do not seal interior joints unless specifically indicated to be sealed. Interiorjoints to be sealed include, but are not limited to, the following items.a. Joints between door, window, and other frames and adjacent construction.b. Other joints indicated below.

3. Do not seal the following types of joints.a. Intentional weepholes in masonry.b. Joints indicated to be treated with manufactured expansion joint cover or some other

type of sealing device.c. Joints where sealant is specified to be provided by manufacturer of product to be

sealed.d. Joints where installation of sealant is specified in another section.e. Joints between suspended panel ceilings/grid and walls.

B. Exterior Joints: Use non-sag silyl-terminated polyether/polyurethane sealant, unless otherwiseindicated.

C. Interior Joints: Use non-sag polyurethane sealant, unless otherwise indicated.2.02 NONSAG JOINT SEALANTS

A. Polyurethane Sealant: ASTM C920, Grade NS, Uses M and A; single or multi-component ; notexpected to withstand continuous water immersion or traffic.1. Movement Capability: Plus and minus 50 percent , minimum.2. Color: To be selected by Architect from manufacturer's standard range.3. Service Temperature Range: Minus 40 to 180 degrees F.

B. Butyl Sealant: Solvent-based; ASTM C1311; single component, nonsag; not expected towithstand continuous water immersion or traffic.1. Applications for Use:

a. Concealed sealant bead in sheet metal workb. Concealed sealant bead in siding lapsc. At roof membrane termination where indicated


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07 9200 - 3

2.03 ACCESSORIESA. Backer Rod: Cylindrical cellular foam rod with surface that sealant will not adhere to,

compatible with specific sealant used, and recommended by backing and sealantmanufacturers for specific application.

B. Backing Tape: Self-adhesive polyethylene tape with surface that sealant will not adhere to andrecommended by tape and sealant manufacturers for specific application.

C. Masking Tape: Self-adhesive, nonabsorbent, non-staining, removable without adhesiveresidue, and compatible with surfaces adjacent to joints and sealants.

D. Joint Cleaner: Non-corrosive and non-staining type, type recommended by sealantmanufacturer; compatible with joint forming materials.

E. Primers: Type recommended by sealant manufacturer to suit application; non-staining.PART 3 EXECUTION3.01 EXAMINATION

A. Verify that joints are ready to receive work.B. Verify that backing materials are compatible with sealants.C. Verify that backer rods are of the correct size.

3.02 PREPARATIONA. Remove loose materials and foreign matter that could impair adhesion of sealant.B. Clean joints, and prime as necessary, in accordance with manufacturer's instructions.C. Perform preparation in accordance with manufacturer's instructions and ASTM C1193.D. Mask elements and surfaces adjacent to joints from damage and disfigurement due to sealant

work; be aware that sealant drips and smears may not be completely removable.3.03 INSTALLATION

A. Perform work in accordance with sealant manufacturer's requirements for preparation ofsurfaces and material installation instructions.

B. Perform installation in accordance with ASTM C1193.C. Install bond breaker backing tape where backer rod cannot be used.D. Install sealant free of air pockets, foreign embedded matter, ridges, and sags, and without

getting sealant on adjacent surfaces.E. Do not install sealant when ambient temperature is outside manufacturer's recommended

temperature range, or will be outside that range during the entire curing period, unlessmanufacturer's approval is obtained and instructions are followed.

F. Nonsag Sealants: Tool surface concave, unless otherwise indicated; remove masking tapeimmediately after tooling sealant surface.

3.04 FIELD QUALITY CONTROLA. Perform field quality control inspection/testing as specified in PART 1 under QUALITY

ASSURANCE article.B. Non-Destructive Adhesion Testing: If there are any failures in first 100 linear feet, notify

Architect immediately.C. Remove and replace failed portions of sealants using same materials and procedures as

indicated for original installation.3.05 POST-OCCUPANCY

A. Post-Occupancy Inspection: Perform visual inspection of entire length of project sealant jointsat a time that joints have opened to their greatest width; i.e. at low temperature in thermal cycle. Report failures immediately and repair.

END OF SECTION