project manual for: ottawa county ottawa county …€¦ · project manual for: ottawa county...

PROJECT MANUAL FOR:

OTTAWA COUNTY OTTAWA COUNTY JAIL RE-ROOF 12130 FILLMORE STREET WEST OLIVE, MI 49460

PROGRESSIVE AE PROJECT NO: 74210016 AUGUST 5, 2020 – ISSUED FOR BIDS

PROJECT MANUAL FOROTTAWA COUNTYOTTAWA COUNTY JAIL RE-ROOF12130 FILLMORE STREETWEST OLIVE, MI 49460

PREPARED FOR:OTTAWA COUNTY12220 FILLMORE STREETWEST OLIVE, MI 49460

PREPARED BY:PROGRESSIVE AE1811 4 MILE ROAD, NEGRAND RAPIDS, MI 49525-2442616/361-2664 (TELEPHONE)616/361-1493 (FAX)616/447-3367 (PLAN ROOM HOTLINE)[email protected]

PROJECT NO: 74210016

AUGUST 5, 2020 - ISSUED FOR BIDS

THIS DOCUMENT HAS BEEN PREPARED BY PROGRESSIVE AE AS AN INSTRUMENT OFSERVICE, AND PROGRESSIVE AE SHALL RETAIN ALL COMMON LAW, STATUTORY ANDOTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO.

TABLE OF CONTENTS

Ottawa County Jail Re-Roof 74210016

Issued for Bids

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS 00 4322 UNIT PRICES FORM 00 4325 SUBSTITUTION REQUEST FORM - DURING PROCUREMENT 00 6313 REQUEST FOR INTERPRETATION FORM 00 6325 SUBSTITUTION REQUEST FORM - DURING CONSTRUCTION DIVISION 01 - GENERAL REQUIREMENTS 01 1000 SUMMARY 01 2200 UNIT PRICES 01 2500 SUBSTITUTION PROCEDURES 01 3000 ADMINISTRATIVE REQUIREMENTS 01 4000 QUALITY REQUIREMENTS 01 6000 PRODUCT REQUIREMENTS 01 7000 EXECUTION AND CLOSEOUT REQUIREMENTS 01 7800 CLOSEOUT SUBMITTALS DIVISION 05 - METALS 05 5133 METAL LADDERS DIVISION 07 - THERMAL AND MOISTURE PROTECTION 07 0150.19 PREPARATION FOR RE-ROOFING 07 5300 ELASTOMERIC MEMBRANE ROOFING 07 6200 SHEET METAL FLASHING AND TRIM 07 7100 ROOF SPECIALTIES 07 7200 ROOF ACCESSORIES DIVISION 08 - OPENINGS 08 6200 UNIT SKYLIGHTS

SECTION 00 4322 UNIT PRICES FORM

Ottawa County Jail Re-Roof 00 4322-1 74210016Issued for Bids

PARTICULARS1.01 THE FOLLOWING IS THE LIST OF UNIT PRICES REFERENCED IN THE BID SUBMITTED BY:1.02 (BIDDER) ________________________________1.03 TO (OWNER ): OTTAWA COUNTY, WEST OLIVE, MICHIGAN1.04 DATED _________________ AND WHICH IS AN INTEGRAL PART OF THE BID FORM.1.05 THE FOLLOWING ARE UNIT PRICES FOR SPECIFIC PORTIONS OF THE WORK AS LISTED,

AND ARE APPLICABLE TO AUTHORIZED VARIATIONS FROM THE CONTRACTDOCUMENTS.

UNIT PRICE LISTITEM DESCRIPTION QUANTITY UNIT VALUE

Item 1: Polyisocyanurate roof insulation 16 sq.ft. _______________Item 2: Treated 2 by 6 inch for roof edge blocking 10 board ft. _______________

END OF SECTION

SECTION 00 4325 SUBSTITUTION REQUEST FORM - DURING PROCUREMENT


PROJECT: OTTAWA COUNTY JAIL RE-ROOFPROJECT NO. : 74210016

To: Progressive AE; Attention: Pam Young; [email protected]: _____________________________________________________________From: _________________________________________ Date: _______________

DESCRIPTION:Specification Title: ___________________________________________________Section No.: __________________________ Page: ___________________Article/Paragraph: ___________________________________________________Proposed Substitution: ___________________________________________________Manufacturer: ___________________________________________________

Trade Name: ___________________________________________________Model No.: ___________________________________________________Web Site: ___________________________________________________

SUPPORTING DATA ATTACHED:- Attached data to include product description, specifications, drawings, photographs, andperformance and test data adequate for evaluation of the request; applicable portions of thedata are to be clearly identified.- Attached data to also includes a description of changes to the Contract Documents that theproposed substitution will require for its proper installation.( ) Drawings ( ) Product Data ( ) Samples ( ) Tests ( ) Reports ( ) __________

THE UNDERSIGNED CERTIFIES:- Proposed substitution has been fully investigated and determined to be equal or superior in allrespects to specified product.- Same warranty will be furnished for proposed substitution as for specified product.- Same maintenance service and source of replacement parts, as applicable, is available.- Proposed substitution will have no adverse effect on other trades and will not affect or delayprogress schedule.- Proposed substitution does not affect dimensions and functional clearances.- Payment will be made for changes to building design, including A/E design, detailing, andconstruction costs caused by the substitution.Signed by: (printed) ____________________________________________________

(signature) ____________________________________________________Address: ____________________________________________________Email: ____________________________________________________

A/E’S REVIEW AND ACTION:( ) Substitution approved - Make submittals in accordance with Specification Section 01 6000 - Product Requirements, Substitution Procedures.( ) Substitution approved as noted - Make submittals in accordance with Specification Section 01 6000, Substitution Procedures.( ) Substitution rejected - Use specified materials.( ) Substitution request received too late - Use specified materials.Remarks ___________________________________________________________________Signed by: _____________________________________________ Date: _______________

END OF SECTION

SECTION 00 6313 REQUEST FOR INTERPRETATION FORM


PROJECT: OTTAWA COUNTY JAIL RE-ROOFPROJECT NO: 74210016

To Progressive AE: Attention; Pam Young email: [email protected] AE

1811 4 Mile Road, NE 616-361-2664 VOICEGrand Rapids, MI 49525 616-361-1493 FAX

From: Contractor: __________________________________________ RFI No:__________Phone No:____________________________________________ Fax No: ______________________________________________Date: ________________________________________________Submitted By: _________________________________________Name/Trades Contractor: ________________________________Question Is: Civil____ Architectural____ Interiors____ Structural____ Mechanical____

Electrical____ Communications____ Other (specify)_________________Re: Project Manual/Drawing/Detail No:_______________________________

Question:____________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________Contractor Recommendation and advise of any cost/schedule impacts.: ________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________

Signed (Contractor Project Manager): ____________________________________________

Progressive AE Reply: ______________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________

Signed (AE): __________________________________________ Date_________________Distribution:

Owner: _______________________________________________________Progressive AE: _______________________________________________________Contractor: _______________________________________________________

END OF SECTION

SECTION 00 6325 SUBSTITUTION REQUEST FORM - DURING CONSTRUCTION


PROJECT: OTTAWA COUNTY JAIL RE-ROOFPROJECT NO. : 74210016

To: Progressive AE; Attention: Pam Young; [email protected]: _____________________________________________________________From: _________________________________________ Date: _______________

DESCRIPTION:Specification Title: ___________________________________________________Section No.: __________________________ Page: ___________________Article/Paragraph: ___________________________________________________Proposed Substitution: ___________________________________________________Manufacturer: ___________________________________________________

Trade Name: ___________________________________________________Model No.: ___________________________________________________Web Site: ___________________________________________________

Installer: ___________________________________________________Address: ___________________________________________________Telephone: ___________________________________________________

History: ( ) New Product ( ) 1-4 years old ( ) 5-10 years old ( ) More than 10 years oldDifferences between proposed substitution and specified product: ____________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________

( ) Point-by-point comparative data - REQUIRED BY A/EReason for not providing specified item: ___________________________________________________________________________________________________________________Similar Installation

Project:_______________________________ Architect: __________________________Address: _____________________________ Owner: ____________________________Date Installed: _________________________

Proposed Substitution affects other parts of the work: ( ) No ( ) Yes Explain: __________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________Savings to Owner for accepting substitution: _________________________ ($___________)Proposed substitution changes contract time: ( ) No ( ) Yes [add] [deduct] _______ days

SUPPORTING DATA ATTACHED:- Attached data to include product description, specifications, drawings, photographs, andperformance and test data adequate for evaluation of the request; applicable portions of thedata are to be clearly identified.- Attached data to also includes a description of changes to the Contract Documents that theproposed substitution will require for its proper installation.( ) Drawings ( ) Product Data ( ) Samples ( ) Tests ( ) Reports ( ) __________

SECTION 00 6325 SUBSTITUTION REQUEST FORM - DURING CONSTRUCTION


THE UNDERSIGNED CERTIFIES:- Proposed substitution has been fully investigated and determined to be equal or superior in allrespects to specified product.- Same warranty will be furnished for proposed substitution as for specified product.- Same maintenance service and source of replacement parts, as applicable, is available.- Proposed substitution will have no adverse effect on other trades and will not affect or delayprogress schedule.- Cost data as stated above is complete. Claims for additional costs related to acceptedsubstitution which may subsequently become apparent are to be waived.- Proposed substitution does not affect dimensions and functional clearances.- Payment will be made for changes to building design, including A/E design, detailing, andconstruction costs caused by the substitution.- Coordination, installation, and changes in the Work as necessary for accepted substitution willbe complete in all respects.Submitted by (Firm): ____________________________________________________Signed by: (printed) ____________________________________________________

(signature) ____________________________________________________Address: ____________________________________________________Email: ____________________________________________________

Attachments: ( )A/E’S REVIEW AND RECOMMENDATION:

( ) Substitution approved - Make submittals in accordance with Specification Section 01 3000 Submittal Procedures.( ) Substitution approved as noted - Make submittals in accordance with Specification Section 01 3000 Submittal Procedures.( ) Substitution rejected - Use specified materials.Remarks ___________________________________________________________________Signed by: _____________________________________________ Date: _______________

OWNERS REVIEW AND ACTION:( ) Substitution approved - Make submittals in accordance with Specification Section 01 3000 Submittal Procedures. Prepare Change Order.( ) Substitution approved as noted - Make submittals in accordance with Specification Section 01 3000 Submittal Procedures. Prepare Change Order( ) Substitution rejected - Use specified materials.Remarks ___________________________________________________________________Signed by: _____________________________________________ Date: _______________

ADDITIONAL COMMENTS:( ) Contractor ( ) Subcontractor ( ) Supplier ( ) Manufacturer ( ) A/E________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________

END OF SECTION

SECTION 01 1000 SUMMARY


PART 1 GENERAL1.01 PROJECT

A. Project Name: Ottawa County Jail Re-RoofB. Owner's Name: Ottawa County, West Olive, Michigan.C. The Project consists of the Re-Roofing of the south addition constructed in 2005 and the Gym

roof, origionally constructed in 1992. In addition, roof access ladders and additional roofwalkway areas will be installed.

1.02 CONTRACT DESCRIPTIONA. Contract Type: As described in the owners separate documents.

1.03 DESCRIPTION OF ALTERATIONS WORKA. Scope of alterations work is indicated on drawings.

1.04 WORK BY OWNERA. Owner will award a contract for removal and reinstallation of lightning protection system which

will commence on acceptance of construction schedule.1.05 OWNER OCCUPANCY

A. Owner intends to continue to occupy all portions of the existing building during the entireconstruction period.

B. Cooperate with Owner to minimize conflict and to facilitate Owner's operations.C. Schedule the Work to accommodate Owner occupancy.

1.06 CONTRACTOR USE OF SITE AND PREMISESA. Construction Operations: Limited to areas noted on Drawings.

1. Locate and conduct construction activities in ways that will limit disturbance to site.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. Time Restrictions: None.D. Utility Outages and Shutdown:

1. Prevent accidental disruption of utility services to other facilities.PART 2 PRODUCTS - NOT USEDPART 3 EXECUTION - NOT USED

END OF SECTION

SECTION 01 2200 UNIT PRICES


PART 1 GENERAL1.01 SECTION INCLUDES

A. List of unit prices, for use in preparing Bids.B. Measurement and payment criteria applicable to Work performed under a unit price payment

method.C. Defect assessment and non-payment for rejected work.

1.02 RELATED REQUIREMENTSA. Document 00 4322 - Unit Prices Form: List of Unit Prices as supplement to Bid Form

1.03 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.

1.04 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.1.05 MEASUREMENT OF QUANTITIES

A. Measurement methods delineated in the individual specification sections complement thecriteria of this section. In the event of conflict, the requirements of the individual specificationsection govern.

B. Take all measurements and compute quantities. Measurements and quantities will be verifiedby Architect.

C. Assist by providing necessary equipment, workers, and survey personnel as required.1.06 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.

1.07 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 individual specification sections may modify these options or may identify a specific formula

or percentage price reduction.D. The authority of Architect to assess the defect and identify payment adjustment is final.

1.08 SCHEDULE OF UNIT PRICESA. Item 1: Polyisocyanurate roof insulation; If, after removal of ballast and existing EPDM

membrane, existing roof insulation is found to be saturated in certain areas, replace insulationwith insulation to match existing in material and thickness.

SECTION 01 2200 UNIT PRICES


B. Item 2: Treated 2 by 6 inch for roof edge blocking; If, after removal of ballast and existingEPDM membrane, existing roof edge blocking is found to be deteriorated in certain areas,replace wood blocking to match existing.

PART 2 PRODUCTS - NOT USEDPART 3 EXECUTION - NOT USED

END OF SECTION

SECTION 01 2500 SUBSTITUTION PROCEDURES



A. Procedural requirements for proposed substitutions.1.02 RELATED REQUIREMENTS

A. Section 00 4325 - Substitution Request Form - During Procurement: Required form forsubstitution requests made prior to award of contract (During procurement).

B. Section 00 6325 - Substitution Request Form - During Construction: Required form forsubstitution requests made after award of contract (During construction).

C. Section 01 6000 - Product Requirements: Fundamental product requirements, product options,delivery, storage, and handling.

1.03 DEFINITIONSA. Substitutions: Changes from Contract Documents requirements proposed by Contractor to

materials, products, assemblies, and equipment.1. Substitutions for Cause: Proposed due to changed Project circumstances beyond

Contractor's control.a. Unavailability.b. Regulatory changes.

2. Substitutions for Convenience: Proposed due to possibility of offering substantialadvantage to the Project.a. Substitution requests offering advantages solely to the Contractor will not be

considered.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. Agrees to reimburse Owner and Architect for review or redesign services associated with

re-approval by authorities.B. Document each request with complete data substantiating compliance of proposed substitution

with Contract Documents. Burden of proof is on proposer.1. Note explicitly any non-compliant characteristics.

C. Content: Include information necessary for tracking the status of each Substitution Request,and information necessary to provide an actionable response.1. Forms included in the Project Manual are adequate for this purpose, and must be used.

D. Limit each request to a single proposed substitution item.3.02 SUBSTITUTION PROCEDURES - DURING PROCUREMENT

A. Submittal Form (before award of contract):1. Submit substitution requests by completing the form in Section 00 4325; see this section

for additional information and instructions. Use only this form; other forms of submissionare unacceptable.

B. Owner will consider requests for substitutions only if submitted at least 10 days prior to the datefor receipt of bids.

SECTION 01 2500 SUBSTITUTION PROCEDURES


3.03 SUBSTITUTION PROCEDURES - DURING CONSTRUCTIONA. Submittal Form (after award of contract):

1. Submit substitution requests by completing the form in Section 00 6325; see this sectionfor additional information and instructions. Use only this form; other forms of submissionare unacceptable.

B. Submit request for Substitution for Cause within 14 days of discovery of need for substitution,but not later than 14 days prior to time required for review and approval by Architect, in order tostay on approved project schedule.

C. Substitutions will not be considered under one or more of the following circumstances:1. When they are indicated or implied on shop drawing or product data submittals, without

having received prior approval.2. Without a separate written request.3. When acceptance will require revisions to Contract Documents.

3.04 RESOLUTIONA. 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.

1. Architect's decision following review of proposed substitution will be noted on thesubmitted form.

3.05 ACCEPTANCEA. Accepted substitutions change the work of the Project. They will be documented and

incorporated into work of the project by Change Order, Construction Change Directive,Architectural Supplementary Instructions, or similar instruments provided for in the Conditions ofthe Contract.

3.06 CLOSEOUT ACTIVITIESA. 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

SECTION 01 3000 ADMINISTRATIVE REQUIREMENTS



A. Submittals for review, information, and project closeout.B. Number of copies of submittals.C. Requests for Interpretation (RFI) procedures.D. Submittal procedures.

1.02 RELATED REQUIREMENTSA. Section 01 6000 - Product Requirements: General product requirements.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.1.03 PROJECT COORDINATOR

A. Project Coordinator: General Contractor.B. Cooperate with the Project Coordinator in allocation of mobilization areas of site; for field offices

and sheds, for lift area access, traffic, and parking facilities.C. During construction, coordinate use of site and facilities through the Project Coordinator.D. Comply with Project Coordinator's procedures for intra-project communications; submittals,

reports and records, schedules, coordination drawings, and recommendations; and resolution ofambiguities and conflicts.

E. Comply with instructions of the Project Coordinator for use of temporary utilities andconstruction facilities. Responsibility for providing temporary utilities and construction facilities isidentified in Section 01 1000 - Summary.

F. Coordinate field engineering and layout work under instructions of the Project Coordinator.G. Make the following types of submittals to Architect through the Project Coordinator:

1. Requests for Interpretation.2. Requests for substitution.3. Shop drawings, product data, and samples.4. Test and inspection reports.5. Design data.6. Manufacturer's instructions and field reports.7. Applications for payment and change order requests.8. Coordination drawings.9. Correction Punch List and Final Correction Punch List for Substantial Completion.10. Closeout submittals.

PART 2 PRODUCTS - NOT USEDPART 3 EXECUTION3.01 REQUESTS FOR INTERPRETATION (RFI)

A. Definition: A request seeking one of the following:1. An interpretation, amplification, or clarification of some requirement of Contract

Documents arising from inability to determine from them the exact material, process, orsystem to be installed; or when the elements of construction are required to occupy thesame space (interference); or when an item of work is described differently at more thanone place in Contract Documents.

2. A resolution to an issue which has arisen due to field conditions and affects design intent.B. Whenever possible, request clarifications at the next appropriate project progress meeting, with

response entered into meeting minutes, rendering unnecessary the issuance of a formal RFI.C. Preparation: Prepare an RFI immediately upon discovery of a need for interpretation of

Contract Documents. Failure to submit a RFI in a timely manner is not a legitimate cause forclaiming additional costs or delays in execution of the work.1. Prepare a separate RFI for each specific item.



a. Review, coordinate, and comment on requests originating with subcontractors and/ormaterials suppliers.

b. Do not forward requests which solely require internal coordination betweensubcontractors.

2. Prepare in a format and with content acceptable to Owner.a. Use Section 00 6313 - Request for Interpretation Form or contractor prepared form.

D. Reason for the RFI: Prior to initiation of an RFI, carefully study all Contract Documents toconfirm that information sufficient for their interpretation is definitely not included.1. Include in each request Contractor's signature attesting to good faith effort to determine

from Contract Documents information requiring interpretation.2. Unacceptable Uses for RFIs: Do not use RFIs to request the following::

a. Approval of submittals (use procedures specified elsewhere in this section).b. Approval of substitutions (see Section - 01 6000 - Product Requirements)c. Changes that entail change in Contract Time and Contract Sum (comply with

provisions of the Conditions of the Contract).d. Different methods of performing work than those indicated in the Contract Drawings

and Specifications (comply with provisions of the Conditions of the Contract).3. Improper RFIs: Requests not prepared in compliance with requirements of this section,

and/or missing key information required to render an actionable response. They will bereturned without a response, with an explanatory notation.

4. Frivolous RFIs: Requests regarding information that is clearly indicated on, or reasonablyinferable from, Contract Documents, with no additional input required to clarify thequestion. They will be returned without a response, with an explanatory notation.a. The Owner reserves the right to assess the Contractor for the costs (on

time-and-materials basis) incurred by the Architect, and any of its consultants, due toprocessing of such RFIs.

E. Attachments: Include sketches, coordination drawings, descriptions, photos, submittals, andother information necessary to substantiate the reason for the request.

F. Review Time: Architect will respond and return RFIs to Contractor within two calendar days ofreceipt. For the purpose of establishing the start of the mandated response period, RFIsreceived after 12:00 noon will be considered as having been received on the following regularworking day.1. Response period may be shortened or lengthened for specific items, subject to mutual

agreement, and recorded in a timely manner in progress meeting minutes.G. Responses: Content of answered RFIs will not constitute in any manner a directive or

authorization to perform extra work or delay the project. If in Contractor's belief it is likely to leadto a change to Contract Sum or Contract Time, promptly issue a notice to this effect, and followup with an appropriate Change Order request to Owner.1. Response may include a request for additional information, in which case the original RFI

will be deemed as having been answered, and an amended one is to be issued forthwith. Identify the amended RFI with an R suffix to the original number.

2. Do not extend applicability of a response to specific item to encompass other similarconditions, unless specifically so noted in the response.

3. Notify Architect within two calendar days if an additional or corrected response is requiredby submitting an amended version of the original RFI, identified as specified above.

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

3.03 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. Material Safety Data Sheets (MSDS).8. Other types indicated.

B. Submit for Architect's knowledge as contract administrator or for Owner. No action will be taken.3.04 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.

D. Submit for Owner's benefit during and after project completion.3.05 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.

3.06 SUBMITTAL PROCEDURESA. General Requirements:

1. Use a separate transmittal for each item.2. Submit separate packages of submittals for review and submittals for information, when

included in the same specification section.3. Transmit using approved form.

a. Use Contractor's form, subject to prior approval by Architect.4. Sequentially identify each item. For revised submittals use original number and a

sequential numerical suffix.5. Identify: Project; Contractor; subcontractor or supplier; pertinent drawing and detail

number; and specification section number and article/paragraph, as appropriate on eachcopy.

6. Apply Contractor's stamp, signed or initialed certifying that review, approval, verification ofproducts required, field dimensions, adjacent construction work, and coordination ofinformation is in accordance with the requirements of the work and Contract Documents.a. Submittals from sources other than the Contractor, or without Contractor's stamp will

not be acknowledged, reviewed, or returned.7. Schedule submittals to expedite the Project, and coordinate submission of related items.

a. For each submittal for review, allow 10 days excluding delivery time to and from theContractor.



b. For sequential reviews involving Architect's consultants, Owner, or another affectedparty, allow an additional 7 days.

8. Provide space for Contractor and Architect review stamps.9. When revised for resubmission, identify all changes made since previous submission.10. Distribute reviewed submittals. Instruct parties to promptly report inability to comply with

requirements.11. Incomplete submittals will not be reviewed, unless they are partial submittals for distinct

portion(s) of the work, and have received prior approval for their use.12. Submittals not requested will be recognized, but will be returned without comment,

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. Do not reproduce Contract Documents to create shop drawings.3. Generic, non-project-specific information submitted as shop drawings do not meet the

requirements for shop drawings.D. Samples Procedures:

1. Transmit related items together as single package.2. Identify each item to allow review for applicability in relation to shop drawings showing

installation locations.3. Include with transmittal high-resolution image files of samples to facilitate electronic review

and approval. Provide separate submittal page for each item image.a. Photographs of each sample submitted for electronic filing for record purposes.b. Digital Photographs: 24 bit color, minimum resolution of 1024 by 768, in JPG format;

provide files unaltered by photo editing software.c. Delivery Medium: Via email.d. File Naming: Include project identification.

3.07 SUBMITTAL REVIEWA. Submittals for Review: Architect will review each submittal and take appropriate action.B. Submittals for Information: Architect will acknowledge receipt and review. See below for

actions to be taken.C. Architect's actions will be reflected by marking each returned submittal using virtual stamp on

electronic submittals or an actual stamp on hard copies of submittals.D. Architect's Action: General: Except for submittals for the record and similar purposes, where

action and return on submittals are required or requested, the Architect will review eachsubmittal and mark with appropriate "action" within 10 working days. Where the submittal mustbe held for coordination, the Architect will so advise the Contractor without delay. TheArchitect's review of a specific item shall not indicate review of an assembly of which the item isa component.1. Architect's Action Stamp: The Architect will stamp each submittal to be returned with a

uniform, self explanatory action stamp, appropriately marked and executed. It shall read asfollows:a. "This submittal is reviewed for general conformance with the design concept of the

project and with information given in the Contract Documents. This review shall notconstitute approval of safety precautions and is not conducted for substantiatinginstructions for installation or performance of equipment or systems. This review doesnot relieve the contractor of responsibility for conformance with the ContractDocuments and applicable codes, all of which have priority over this submittal. TheArchitect/Engineer does not warrant or represent that the information within thesubmittal is either accurate or complete. The contractor is responsible for coordinatingand verifying all quantities, dimensions, tolerances, clearances, fabrication processes,techniques, sequences, means, methods of construction and compatibility of



materials. It is also understood that the contractor has reviewed and coordinated all relatedtrades and components of an assembly prior to issuing a submittal for review."

b. Marking X No Exceptions Taken1) Final unrestricted release. Where the submittals are marked as above, the work

covered by the submittal may proceed, provided it complies with therequirements of the contract documents; acceptance of the work will dependupon that compliance.

c. Marking X Make Corrections Noted1) Final but restricted release. When submittals are marked as above, work

covered by submittal may proceed, provided it complies with both Architect'snotations or corrections on the submittal and with the requirements of thecontract documents; acceptance of the work will depend on that compliance.

d. Marking X Revise and Resubmit1) Returned for resubmittal. When submittal is marked as above, revise or prepare

new submittal in accordance with Architect's notations stating reasons forreturning submittal; cloud all revisions to expedite review; resubmit submittalwithout delay. Repeat if necessary to obtain a different action marking. Do notpermit submittals with the above marking to be used at the project site orelsewhere where work is in progress.

e. Marking X Rejected1) Returned for resubmittal. When the submittal is marked as above, do not

proceed with the work covered by the submittal, including purchasing,fabrication, delivery, or other activity. Revise the submittal, or prepare a newsubmittal in accordance with the Architect's notations stating the reasons forreturning the submittal. Resubmit the submittal without delay. Repeat ifnecessary to obtain a different action marking. Do not permit submittals with theabove marking to be used at the project site or elsewhere where work is inprogress.”

f. Marking X For Record Purposes Only1) No Action Taken/Required or Not Required for Review. When a submittal is

marked as above, the A/E has retained submittal for their record keepingpurposes or to track informational submittals that do not require review orapproval. These submittals are processed only as a record of the construction.

END OF SECTION

SECTION 01 4000 QUALITY REQUIREMENTS



A. Submittals.B. References and standards.C. Control of installation.D. Manufacturers' field services.E. Defect Assessment.

1.02 RELATED REQUIREMENTSA. Section 01 3000 - Administrative Requirements: Submittal procedures.

1.03 DEFINITIONSA. Contractor's Professional Design Services: Design of some aspect or portion of the project by

party other than the design professional of record. Provide these services as part of theContract for Construction.1. Design Services Types Required:

a. Design-Related: Design services explicitly required to be performed by anotherdesign professional due to highly-technical and/or specialized nature of a portion ofthe project. Services primarily involve engineering analysis, calculations, and design,and are not intended to alter the aesthetic aspects of the design.

B. Design Data: Design-related, signed and sealed drawings, calculations, specifications,certifications, shop drawings and other submittals provided by Contractor, and prepared directlyby, or under direct supervision of, appropriately licensed design professional.

1.04 SUBMITTALSA. See Section 01 3000 - Administrative Requirements, for submittal procedures.B. Design Data: Submit for Architect's knowledge as contract administrator for the limited purpose

of assessing compliance with information given and the design concept expressed in theContract Documents, or for Owner's information.1. Include calculations that have been used to demonstrate compliance to performance and

regulatory criteria provided, and to determine design solutions.2. Include required product data and shop drawings.3. Include a statement or certification attesting that design data complies with criteria

indicated, such as building codes, loads, functional, and similar engineering requirements.4. Include signature and seal of design professional responsible for allocated design services

on calculations and drawings.C. 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.D. 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.

E. 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.F. Erection Drawings: Submit drawings for Architect's benefit as contract administrator or for

Owner.1. Submit for information for the limited purpose of assessing compliance with information

given and the design concept expressed in the Contract Documents.

SECTION 01 4000 QUALITY REQUIREMENTS


2. Data indicating inappropriate or unacceptable Work may be subject to action by Architector Owner.

1.05 REFERENCES AND STANDARDSA. For products and 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 reference standard of date of issue current on date of Contract Documents, exceptwhere a specific date is established by applicable code.

C. Obtain copies of standards where required by product specification sections.D. Maintain copy at project site during submittals, planning, and progress of the specific work, until

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

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

those of Architect shall be altered from Contract Documents by mention or inference otherwisein any reference document.

PART 2 PRODUCTS - NOT USEDPART 3 EXECUTION3.01 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.3.02 MANUFACTURERS' FIELD SERVICES

A. When specified in individual specification sections, require material or product suppliers ormanufacturers 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.

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

END OF SECTION

SECTION 01 6000 PRODUCT REQUIREMENTS



A. Transportation, handling, storage and protection.B. Product option requirements.C. Substitution limitations.

1.02 RELATED REQUIREMENTSA. Section 01 1000 - Summary: Identification of Owner-supplied products.B. Section 01 2500 - Substitution Procedures: Substitutions made during procurement and/or

construction phases.1.03 SUBMITTALS

A. Product Data Submittals: Submit manufacturer's standard published data. Mark each copy toidentify 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.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:

1. Made using or containing CFC's or HCFC's used in the manufacturing process.2. Containing lead, cadmium, or asbestos.

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.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.

SECTION 01 6000 PRODUCT REQUIREMENTS


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 PROTECTION

A. Provide protection of stored materials and products against theft, casualty, or deterioration.B. Designate receiving/storage areas for incoming products so that they are delivered according to

installation schedule and placed convenient to work area in order to minimize waste due toexcessive materials handling and misapplication. See Section 01 7419.

C. Store and protect products in accordance with manufacturers' instructions.D. Store with seals and labels intact and legible.E. Arrange storage of materials and products to allow for visual inspection for the purpose of

determination of quantities, amounts, and unit counts.F. Store sensitive products in weathertight, climate-controlled enclosures in an environment

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

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

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

prevent condensation and degradation of products.K. 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

SECTION 01 7000 EXECUTION 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. Closeout procedures, including Contractor's Correction Punch List, except payment procedures.

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.C. Section 01 4000 - Quality Requirements: Testing and inspection procedures.D. 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. Project Record Documents: Accurately record actual locations of capped and active utilities.

1.04 COORDINATIONA. See Section 01 1000 for occupancy-related requirements.B. Coordinate scheduling, submittals, and work of the various sections of the Project Manual to

ensure efficient and orderly sequence of installation of interdependent construction elements,with provisions for accommodating items installed later.

C. Notify affected utility companies and comply with their requirements.D. Coordinate space requirements, supports, and installation of mechanical and electrical work

that 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. Coordinate completion and clean-up of work of separate sections.F. 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.

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 minimizewaste due to over-ordering or misfabrication.

E. Prior to Cutting: Examine existing conditions prior to commencing work, including elementssubject 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 four 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 casual field observation and

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

B. Keep areas in which alterations are being conducted separated from other areas that are stilloccupied.

C. Maintain weatherproof exterior building enclosure except for interruptions required forreplacement or modifications; take care to prevent water and humidity damage.1. Where openings in exterior enclosure exist, provide construction to make exterior

enclosure weatherproof.D. Remove existing work as indicated and as required to accomplish new work.

1. Remove rotted wood or saturated insulation; replace with new construction specified.2. Remove items indicated on drawings.3. Where new surface finishes are to be applied to existing work, perform removals, patch,

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

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

E. Services (Including but not limited to HVAC, Plumbing, and Electrical): Remove, relocate, andextend existing systems to accommodate new construction.



1. Maintain existing active systems that are to remain in operation; maintain access toequipment and operational components; if necessary, modify installation to allow access orprovide access panel.

2. 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. See Section 01 1000 for other limitations on outages and required notifications.c. Provide temporary connections as required to maintain existing systems in service.

F. Protect existing work to remain.1. Perform cutting to accomplish removals neatly and as specified for cutting new work.2. Repair adjacent construction and finishes damaged during removal work.

G. 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.

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

do not burn or bury.J. Comply with all other applicable requirements of this section.

3.06 CUTTING AND PATCHINGA. 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. Repair new work damaged by subsequent work.4. Remove and replace defective and non-complying work.

D. 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.

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

F. Restore work with new products in accordance with requirements of Contract Documents.G. 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.3.07 PROGRESS CLEANING

A. Maintain areas free of waste materials, debris, and rubbish. Maintain site in a clean and orderlycondition.

B. Collect and remove waste materials, debris, and trash/rubbish from site periodically and disposeoff-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. Prohibit traffic or storage upon waterproofed or roofed surfaces. If traffic or activity isnecessary, obtain recommendations for protection from waterproofing or roofing materialmanufacturer.

E. Prohibit traffic from landscaped areas.F. Remove protective coverings when no longer needed; reuse or recycle coverings if possible.

3.09 FINAL CLEANINGA. Clean debris from roofs, downspouts, scuppers, overflow drains, and area drains.B. Clean site; sweep paved areas, rake clean landscaped surfaces.C. Remove waste, surplus materials, trash/rubbish, and construction facilities from the site;

dispose of in legal manner; do not burn or bury.3.10 CLOSEOUT PROCEDURES

A. 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.

B. Notify Architect when work is considered ready for Architect's Substantial Completioninspection.

C. Submit written certification containing Contractor's Correction Punch List, that ContractDocuments have been reviewed, work has been inspected, and that work is complete inaccordance with Contract Documents and ready for Architect's Substantial Completioninspection.

D. 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.

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

F. Notify Architect when work is considered finally complete and ready for Architect's SubstantialCompletion final inspection.

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

END OF SECTION

SECTION 01 7800 CLOSEOUT SUBMITTALS



A. Project Record Documents.B. Warranties and bonds.

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

product data, and samples.B. Section 01 7000 - Execution and Closeout Requirements: Contract closeout procedures.C. Individual Product Sections: Specific requirements for operation and maintenance data.D. 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.B. Operation and Maintenance Data:

1. Submit two copies of preliminary draft or proposed formats and outlines of contents beforestart 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 andoperated 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 willbe 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.

C. Warranties:1. Make submittals within 10 days after Date of Substantial Completion, prior to final

Application for Payment.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.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. Manufacturer's name and product model and number.2. Changes made by Addenda and modifications.

F. Record Drawings: Legibly mark each item to record actual construction including:1. Field changes of dimension and detail.2. Details not on original Contract drawings.

3.02 OPERATION AND MAINTENANCE DATA FOR MATERIALS AND FINISHESA. Moisture protection and weather-exposed products: Include product data listing applicable

reference standards, chemical composition, and details of installation. Providerecommendations for inspections, maintenance, and repair.

SECTION 01 7800 CLOSEOUT SUBMITTALS


B. Additional information as specified in individual product specification sections.C. Where additional instructions are required, beyond the manufacturer's standard printed

instructions, have instructions prepared by personnel experienced in the operation andmaintenance of the specific products.

3.03 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. 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.

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

E. Project Directory: Title and address of Project; names, addresses, and telephone numbers ofArchitectContractor and subcontractors, with names of responsible parties.

F. 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.

G. 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.

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

size of text pages.J. Arrangement of Contents: Organize each volume in parts as follows:

1. Project Directory.2. Table of Contents, of all volumes, and of this volume.3. Operation and Maintenance Data: Arranged by system, then by product category.

a. Product data, shop drawings, and other submittals.b. Operation and maintenance data.c. Photocopies of warranties.

3.04 WARRANTIESA. Obtain warranties executed in duplicate by responsible Subcontractors, suppliers, and

manufacturers, within 10 days after completion of the applicable item of work. Except for itemsput into use with Owner's permission, leave date of beginning of time of warranty until Date ofSubstantial completion is determined.

B. Verify that documents are in proper form, contain full information, and are notarized.C. Co-execute submittals when required.D. Retain warranties until time specified for submittal.

END OF SECTION

SECTION 05 5133 METAL LADDERS



A. Prefabricated ladders.1.02 RELATED REQUIREMENTS

A. Section 07 5300 - Elastomeric Membrane Roofing.B. Section 07 7200 - Roof Accessories: Curb supports.

1.03 REFERENCE STANDARDSA. ANSI A14.3 - American National Standard for Ladders -- Fixed -- Safety Requirements; 2008.B. ASTM B209 - Standard Specification for Aluminum and Aluminum-Alloy Sheet and Plate; 2014.C. ASTM B209M - Standard Specification for Aluminum and Aluminum-Alloy Sheet and Plate

(Metric); 2014.D. ASTM B210/B210M - Standard Specification for Aluminum and Aluminum-Alloy Drawn

Seamless Tubes; 2019.E. ASTM B211/B211M - Standard Specification for Aluminum and Aluminum-Alloy Rolled or Cold

Finished Bar, Rod, and Wire; 2019.1.04 SUBMITTALS

A. See Section 01 3000 - Administrative Requirements, for submittal procedures.B. Product Data: Provide manufacturer's data sheets on each ladder safety system product to be

used, including installation instructions.C. Shop Drawings:

1. Indicate profiles, sizes, connection attachments, reinforcing, anchorage, size and type offasteners, and accessories. Include erection drawings, elevations, and details whereapplicable.

PART 2 PRODUCTS2.01 MATERIALS - ALUMINUM

A. Extruded Aluminum: ASTM B211/B211M, 6063 alloy, T6 temper.B. Sheet Aluminum: ASTM B209 (ASTM B209M), 5052 alloy, H32 or H22 temper.C. Aluminum-Alloy Drawn Seamless Tubes: ASTM B210/B210M, 6063 alloy, T6 temper.D. Aluminum-Alloy Bars: ASTM B211/B211M, 6061 alloy, T6 temper.E. Bolts, Nuts, and Washers: Stainless steel.

2.02 FABRICATIONA. Fit and shop assemble items in largest practical sections, for delivery to site.B. Fabricate items with joints tightly fitted and secured.C. Grind exposed joints flush and smooth with adjacent finish surface. Make exposed joints butt

tight, flush, and hairline. Ease exposed edges to small uniform radius.D. Supply components required for anchorage of fabrications. Fabricate anchors and related

components of same material and finish as fabrication, except where specifically notedotherwise.

2.03 PREFABRICATED LADDERSA. Prefabricated Ship Ladder: Welded metal unit complying with ANSI A14.3; factory fabricated to

greatest degree practical and in the largest components possible.1. Application: See Drawings for profile and anchoring conditions.2. Components: Manufacturer's standard rails, rungs, treads, handrails. returns, platforms

and safety devices complying with the requirements of the MATERIALS article of thissection.

3. Materials: Aluminum; ASTM B211/B211M, 6063 alloy, T52 temper.4. Incline: 60 degrees.5. Finish: Mill finish aluminum.6. Manufacturers:

SECTION 05 5133 METAL LADDERS


a. Basis of Design: O'Keeffe's Inc; Model 522: www.okeeffes.com/#sle.b. Precision Ladders, LLC: www.precisonladders.com.c. Substitutions: See Section 01 6000 - Product Requirements.

2.04 FABRICATION TOLERANCESA. Squareness: 1/8 inch maximum difference in diagonal measurements.B. Maximum Offset Between Faces: 1/16 inch.C. Maximum Misalignment of Adjacent Members: 1/16 inch.D. Maximum Bow: 1/8 inch in 48 inches.E. Maximum Deviation From Plane: 1/16 inch in 48 inches.


A. Verify that field conditions are acceptable and are ready to receive work.B. Confirm that the ladder structure to which the ladder safety system is installed is capable of

withstanding the loads applied by the system in the event of a fall.3.02 INSTALLATION

A. Install items plumb and level, accurately fitted, free from distortion or defects.B. Provide for erection loads, and for sufficient temporary bracing to maintain true alignment until

completion of erection and installation of permanent attachments.C. Obtain approval prior to site cutting or making adjustments not scheduled.

3.03 TOLERANCESA. Maximum Variation From Plumb: 1/4 inch per story, non-cumulative.B. Maximum Offset From True Alignment: 1/4 inch.C. Maximum Out-of-Position: 1/4 inch.

END OF SECTION

SECTION 07 0150.19 PREPARATION FOR RE-ROOFING

Ottawa County Jail Re-Roof 07 0150.19-1 74210016Issued for Bids


A. Replacement of existing roofing membrane and ballast system in preparation for new roofingsystem in designated areas as indicated on drawings.

B. Partial replacement of existing roofing system in preparation for replacement roofing system indesignated areas as indicated on drawings.

C. Removal of existing flashing and counterflashings.D. Temporary roofing protection.

1.02 RELATED REQUIREMENTSA. Section 07 5300 - Elastomeric Membrane Roofing.B. Section 07 6200 - Sheet Metal Flashing and Trim: New counterflashings.C. Section 07 7200 - Roof Accessories: New metal edge trim.

1.03 PRICE AND PAYMENT PROCEDURESA. See Section 01 2200 - Unit Prices, for additional unit price requirements.B. Existing Insulation - Partial Removal:

1. Basis of Measurement: By the square foot.2. Basis of Payment: Includes removal of existing insulation, replace with new insulation of

same thickness.1.04 REFERENCE STANDARDS

A. ASTM C208 - Standard Specification for Cellulosic Fiber Insulating Board; 2012.1.05 ADMINISTRATIVE REQUIREMENTS

A. Coordinate with affected mechanical and electrical work associated with roof penetrations.B. Preinstallation Meeting: Convene one week before starting work of this section.

1. Attendees:a. Architect.b. Contractor.c. Owner.d. Installer.e. Roofing system manufacturer's field representative.

2. Meeting Agenda: Provide agenda to participants prior to meeting in preparation fordiscussions on the following:a. Removal and installation schedule.b. Necessary preparatory work.c. Protection before, during, and after roofing system installation.d. Removal of existing roofing system.e. Installation of new roofing system.f. Temporary roofing and daily terminations.g. Transitions and connection to and with other work.

C. Schedule work to coincide with commencement of installation of new roofing system.1.06 FIELD CONDITIONS

A. Existing Roofing System: Ballasted EPDM single-ply roofing.B. Do not remove existing roofing membrane when weather conditions threaten the integrity of

building contents or intended continued occupancy.C. Maintain continuous temporary protection prior to and during installation of new roofing system.D. Provide notice at least three days before starting activities that will affect normal building

operations.E. Owner will occupy building areas directly below re-roofing area.

1. Provide Owner with at least 48 hours written notice of roofing activities that may affect theiroperations and to allow them to prepare for upcoming activities as necessary.

2. Do not disrupt Owner's operations or activities.

SECTION 07 0150.19 PREPARATION FOR RE-ROOFING

Ottawa County Jail Re-Roof 07 0150.19-2 74210016Issued for Bids

3. Maintain access of Owner's personnel to corridors, existing walkways, and adjacentbuildings.

PART 2 PRODUCTS2.01 COMPONENTS

A. Refer to following sections for additional information on components relating to this work:1. Partial removal of existing roofing system in preparation for new roofing system in

designated areas as indicated on drawings, refer to Section 07 5300.2. Remove existing flashing and counterflashings in preparation for replacement of these

materials as part of this work, refer to Section 07 6200 for material requirements.2.02 MATERIALS

A. Temporary Roofing Protection Materials:1. Contractor's responsibility to select appropriate materials for temporary protection of

roofing areas as determined necessary for this work.PART 3 EXECUTION3.01 EXAMINATION

A. Verify that existing roof surface has been cleared of materials being removed from existingroofing system and ready for next phase of work as required.

3.02 PREPARATIONA. Sweep roof surface clean of loose matter.B. Remove loose refuse and dispose of properly off-site.

3.03 MATERIAL REMOVALA. Remove only existing roofing materials that can be replaced with new materials the same day.B. Remove metal counter flashings.C. Remove damaged insulation and fasteners, cant strips, blocking.

3.04 INSTALLATIONA. Coordinate scope of this work with requirements for installation of new roofing system, refer to

Section 07 5300 for additional requirements.3.05 PROTECTION

A. Provide protection of existing roofing system that is not having work performed on it.B. Provide for surface drainage from sheeting to existing drainage facilities.

3.06 SCHEDULESA. Existing Roofing Areas as Indicated: Remove existing perimeter flashings, base flashings,

counter flashings, vent stack flashings, roofing membrane, and roof ballast.B. Remove roof mounted mechanical equipment, electrical equipment, and skylights to allow

flashing of new roof membrane.END OF SECTION

SECTION 07 5300 ELASTOMERIC MEMBRANE ROOFING



A. Elastomeric roofing membrane, ballasted conventional application.B. Insulation, tapered.C. Flashings.D. Roofing stack boots and roofing expansion joints.E. Roof pavers systems.F. Roof walkway pavers.

1.02 RELATED REQUIREMENTSA. Section 07 0150.19 - Preparation for Re-Roofing.B. Section 07 6200 - Sheet Metal Flashing and Trim: Counterflashings.C. Section 07 7100 - Roof Specialties: Manufactured roof specialties, including fascias.D. Section 07 7200 - Roof Accessories: Roof-mounted units; prefabricated curbs.E. Section 08 6200 - Unit Skylights: Skylight frame, integral curb, and counterflashing.

1.03 REFERENCE STANDARDSA. ASCE 7 - Minimum Design Loads for Buildings and Other Structures; 2010, with 2013

Supplements and Errata.B. ASTM C518 - Standard Test Method for Steady-State Thermal Transmission Properties by

Means of the Heat Flow Meter Apparatus; 2010.C. ASTM C1289 - Standard Specification for Faced Rigid Cellular Polyisocyanurate Thermal

Insulation Board; 2016.D. ASTM D412 - Standard Test Methods for Vulcanized Rubber and Thermoplastic

Elastomers--Tension; 2006a (Reapproved 2013).E. ASTM D624 - Standard Test Method for Tear Strength of Conventional Vulcanized Rubber and

Thermoplastic Elastomers; 2000 (Reapproved 2012).F. ASTM D4637/D4637M - Standard Specification for EPDM Sheet Used in Single-Ply Roof

Membrane; 2013.G. NRCA (RM) - The NRCA Roofing Manual; 2017.H. UL (DIR) - Online Certifications Directory; Current Edition.

1.04 ADMINISTRATIVE REQUIREMENTSA. Coordinate with installation of associated counterflashings installed under other sections.B. Preinstallation Meeting: Convene a preinstallation meeting one week before starting work of

this section; require attendance by all affected installers; review preparation and installationprocedures and coordination and scheduling necessary for related work.

1.05 SUBMITTALSA. See Section 01 3000 - Administrative Requirements, for submittal procedures.B. Product Data: Provide data indicating membrane materials, flashing materials, insulation,

fasteners, and adhesives.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. Installer's Qualification Statement.H. Warranty: Submit manufacturer warranty and ensure forms have been completed in Owner's

name and registered with manufacturer.



1.06 QUALITY ASSURANCEA. Installer Qualifications: Company specializing in performing the work of this section with

minimum three years documented experience, and approved by manufacturer.1.07 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.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. Correct defective work within a two year period after Date of Substantial Completion.C. Provide 20 year manufacturer's material and labor warranty to cover failure to prevent

penetration of water and for accidental cuts and punctures.D. Warranty: Manufacturer's 20 year Limited Warranty covering membrane, roof insulation, and

membrane accessories.1. Limit of Liability: No dollar limitation.2. Scope of Coverage: Repair leaks in the roofing system caused by:

a. Ordinary wear and tear of the elements.b. Manufacturing defect in roofing manufacturer brand materials.c. Defective workmanship used to install these materials.d. Damage due to winds up to 72 mph.

3. Not Covered.a. Damage due to winds in excess of 72 mph.b. Damage due to tornadoes.c. Hail.d. Intentional damage.e. Unintentional damage due to normal rooftop inspections, maintenance or service.

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.3. Johns Manville: www.jm.com/#sle.4. Substitutions: Not permitted.

B. Insulation:1. Approved by roofing system manufacture.

2.02 ROOFING - BALLASTED APPLICATIONSA. Elastomeric Membrane Roofing: One-ply membrane loose-laid over insulation with ballast.



B. Roofing Assembly Requirements:1. Roof Covering External Fire Resistance Classification: UL (DIR) certified Class A.

C. Acceptable Insulation Types- Under Membrane- Tapered Application: 1. Tapered polyisocyanurate board.

D. Ballast: 1. Corners: Use No.2 ballast aggregate at 1300 lbs/square (100 sq ft) in areas within 12 feet

of corners of roof measured along edge and perpendicular to edge.2. Perimeter: Use No.2 ballast aggregate at 1300 lbs/square (100 sq ft) in areas within 12

feet of edge of roof between corner areas.3. Field: Use No.4 aggregate ballast of 1000 lbs/square (100 sq ft) over remaining area of

roof.2.03 ROOFING MEMBRANE AND ASSOCIATED MATERIALS

A. Membrane: Ethylene-propylene-diene-terpolymer (EPDM); non-reinforced at ballasted,internally reinforced with fabric or scrim at fully adhered and mechanically fastened; complyingwith minimum properties of ASTM D4637.1. Thickness: 0.060 inch (60 mil).2. Sheet Width: 76 inch, minimum; factory-fabricate into largest sheets possible.3. Color: Black.

B. Seaming Materials: As recommended by membrane manufacturer.C. Flexible Flashing Material: Same material as membrane.

1. Thickness: 0.055 mil.2. Elasticity: 50 percent with full recovery without set.3. Color: Black.

2.04 INSULATIONA. Polyisocyanurate (ISO) Board Insulation: Rigid cellular foam, complying with ASTM C1289.

1. Classifications:a. Type II:

1) Class 1 - Faced with glass fiber reinforced cellulistic felt facers on both majorsurfaces of core foam.

2) Compressive Strength: Classes 1-2-3, Grade 2 - 20 psi (138 kPa), minimum.2. Tapered Board: Slope as indicated; minimum thickness.5 inch; fabricate of fewest layers

possible.3. Board Edges: Square.

2.05 BALLAST MATERIALSA. No.4 Aggregate: Sound, hard, washed crushed gravel, ASTM D448 Size Classification 4, 3, 24,

2, or 1.B. No.2 Aggregate: Sound, hard, washed crushed gravel, ASTM D448 Size Classification 2 or 1.

2.06 ROOF PAVERS SYSTEMSA. Precast Concrete Roof Walkway Pavers: Precast concrete tiles, with texture and color as

indicated; supported by adjustable pedestal system.1. Comply with local wind load resistance requirements of ASCE 7.2. Texture: Diamond (or simular).3. Length and Width: 23-7/8 inch by 23-7/8 inch, nominal.4. Thickness: 2 inch, nominal.5. Weight: 24 lb per square foot, nominal.6. Color: Natural.7. Manufacturers:

a. Hanover; PrestWalkway / Ballast Paver.b. Westile; Plaza Paver.c. Wausau; Terra-Paver.

2.07 ACCESSORIESA. Stack Boots: Prefabricated flexible boot and collar for pipe stacks through membrane; same

material as membrane.



B. Insulation Joint Tape: Glass fiber reinforced type as recommended by insulation manufacturer,compatible with roofing materials; 6 inches wide; self-adhering.

C. Membrane Adhesive: As recommended by membrane manufacturer.D. Surface Conditioner for Adhesives: Compatible with membrane and adhesives.E. Thinners and Cleaners: As recommended by adhesive manufacturer, compatible with

membrane.F. Roofing Nails: Galvanized, hot-dipped type, size and configuration as required to suit

application.G. Sealants: As recommended by membrane manufacturer.

PART 3 EXECUTION3.01 PROTECTION

A. Protective coverings shall be installed at all paving, building walls and other finished surfacesand equipment adjacent to hoist and work access areas prior to starting the work, and shall bemaintained in place for the duration of the roofing work.

B. Hoist unloading areas and work runways over newly installed membrane and existing roofs shallbe protected with suitable material to prevent damage to the membrane and underlayers ofinsulation and structural deck.

C. Provide protection for landscaping, lawns, walks, curbs, roads and other site elements. Restoresame to "like new" condition and/or replace if damaged by roofing work operations.

D. Plan and conduct work such that each area of roofing work begun one day is completed thesame day, including flashings. Install water cut-offs and tie-ins at the end of each day's work orwhen inclement weather is imminent. Remove same when commencing work.

3.02 EXAMINATIONA. Verify that surfaces and site conditions are ready to receive work.B. Verify that roof openings, curbs, and penetrations through roof are solidly set, and nailing strips

and reglets are in place.3.03 PREPARATION

A. Remove existing mechanical equipment, and extend curbs to maintain minimum 8-inch heightabove adjacent membrane level. Extend sheet metal and electrical connections as required byconditions. Employ licensed Sheet Metal and Electrical Contractors for this work. Resetequipment.

B. Roof drain clamping rings and gravel guards to be removed. Drain casting to be cleaned toreceive the new membrane.

C. Surfaces to which roofing system is to be applied or attached to be examined by RoofingContractor to assure that condition is satisfactory for application of work. Defects that willadversely affect application of roofing system is to be corrected, and surfaces inspected andapproved before application of roofing materials. Commencing work implies Contractor'sacceptance of surfaces and job conditions. Verify all levels at job-site.

D. Drains, curbs, control joints, expansion joints, perimeter walls, roof penetrating components andequipment support to be in place prior to roofing. Insulation board surfaces to be smooth andeven, without broken or cracked boards, or changes in elevation.

E. Wood nailers to be in place prior to roofing. Where wood nailers occur in the plane of the roofinsulation, nailers to be same thickness as insulation creating a flush condition. Anchorage tonot project above nailer.

F. Entire roof area to be prepared to requirements and recommendations of roof systemmanufacturer.

3.04 INSULATION - UNDER MEMBRANEA. Insulation installation for ballasted roof areas:

1. Loose lay tapered insulation over existing insulation. No fastening required.B. Place tapered insulation to the required slope pattern in accordance with manufacturer's

instructions.



C. At roof drains, use factory-tapered boards to slope down to roof drains over a distance of 18inches.

3.05 MEMBRANE APPLICATIONA. Apply elastomeric membrane roofing system in accordance with manufacturer's

recommendations and NRCA (RM) applicable requirements.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. Overlap edges and ends and seal seams by contact adhesive, minimum 3 inches. Seal

permanently waterproof. E. At intersections with vertical surfaces:

1. Extend membrane up a minimum of 8 inches, or as detailed, onto vertical surfaces.2. Fully adhere flexible flashing over membrane and up to reglets or sheet metal flashing.3. Insert flashing into reglets and secure.

F. At gravel stops, extend membrane under gravel stop and to the outside face of the wall.G. Around roof penetrations, seal flanges and flashings with flexible flashing.H. Install roofing expansion joints where indicated. Make joints watertight.I. Coordinate installation of roof drains and sumps and related flashings.

3.06 INSTALLATION - PAVERSA. Install pavers in accordance with manufacturer's instructions.

1. Provide approximately 1/4 inch space between pavers to permit surface water drainage.3.07 INSTALLATION - BALLAST

A. Ballast: Evenly distribute aggregate ballast, and install in accordance with SPRI RP-4 andArticle 2.02 above.

3.08 FIELD QUALITY CONTROLA. See Section 01 4000 - Quality Requirements, for general requirements for field quality control

and inspection.B. Require site attendance of roofing material manufacturers during installation of the work.

1. Manufacturer to provide a minimum of three site visits; start, end and one per week ofconstruction.

3.09 CLEANINGA. In areas where finished surfaces are soiled by work of this section, consult manufacturer of

surfaces for cleaning advice and comply with their documented instructions.B. Repair or replace defaced or damaged finishes caused by work of this section.

3.10 PROTECTIONA. 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

SECTION 07 6200 SHEET METAL FLASHING AND TRIM



A. Fabricated sheet metal items, including counterflashings.B. Sealants for joints within sheet metal fabrications.

1.02 RELATED REQUIREMENTSA. Section 07 5300 - Elastomeric Membrane Roofing.B. Section 07 7100 - Roof Specialties: Manufactured fascias.C. Section 07 7200 - Roof Accessories: Manufactured metal roof curbs.

1.03 REFERENCE STANDARDSA. AAMA 2605 - Voluntary Specification, Performance Requirements and Test Procedures for

Superior Performing Organic Coatings on Aluminum Extrusions and Panels (with Coil CoatingAppendix); 2017a.

B. ASTM A653/A653M - Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) orZinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process; 2015.

C. ASTM C920 - Standard Specification for Elastomeric Joint Sealants; 2018.D. ASTM D4586/D4586M - Standard Specification for Asphalt Roof Cement, Asbestos-Free; 2007

(Reapproved 2012).E. CDA A4050 - Copper in Architecture - Handbook; current edition.F. SMACNA (ASMM) - Architectural Sheet Metal Manual; 2012.

1.04 SUBMITTALSA. 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.C. Samples: Submit two samples 6 by 6 inch in size illustrating metal finish color.

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 A653/A653M, with G90/Z275 zinc coating; minimum 24 gage,(0.0239 inch) thick base metal.

B. Pre-Finished Galvanized Steel: ASTM A653/A653M, with G90/Z275 zinc coating; minimum 24gage, (0.0239) inch thick base metal, shop pre-coated with PVDF coating.1. PVDF (Polyvinylidene Fluoride) Coating: Superior Performance Organic Finish, AAMA

2605; multiple coat, thermally cured fluoropolymer finish system.2. Color: Match adjacent metal wall panel color.

2.02 FABRICATIONA. Form sections true to shape, accurate in size, square, and free from distortion or defects.B. Form pieces in longest possible lengths.C. Hem exposed edges on underside 1/2 inch; miter and seam corners.D. Fabricate corners from one piece with minimum 18 inch long legs; seam for rigidity, seal with

sealant.

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SECTION 07 6200 SHEET METAL FLASHING AND TRIM


E. Fabricate vertical faces with bottom edge formed outward 1/4 inch and hemmed to form drip.2.03 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 roofing termination and base flashings are in place, sealed, and secure.3.02 INSTALLATION

A. Insert flashings into reglets to form tight fit; secure in place with plastic wedges; seal flashingsinto reglets with sealant.

B. Insert flashing up under existing metal wall panel bottom trim minimum 3 inches. Exposed faceof flashing to be 6 inches over roof membran termination.

C. Secure flashings in place using exposed fasteners with neoprene washers.D. Secure flashings in place using concealed fasteners, and use exposed fasteners only where

permitted..E. Apply plastic cement compound between metal flashings and felt flashings.F. Fit flashings tight in place; make corners square, surfaces true and straight in planes, and lines

accurate to profiles.G. Seal metal joints watertight.

END OF SECTION




























SECTION 07 7100 ROOF SPECIALTIES



A. Manufactured roof specialties, including fascias.1.02 RELATED REQUIREMENTS

A. Section 07 5300 - Elastomeric Membrane Roofing.B. Section 07 7200 - Roof Accessories: Manufactured curbs.

1.03 REFERENCE STANDARDSA. AAMA 2605 - Voluntary Specification, Performance Requirements and Test Procedures for

Superior Performing Organic Coatings on Aluminum Extrusions and Panels (with Coil CoatingAppendix); 2017a.

B. ANSI/SPRI/FM 4435/ES-1 - Test Standard for Edge Systems Used with Low Slope RoofingSystems; 2017.

C. NRCA (RM) - The NRCA Roofing Manual; 2017.1.04 SUBMITTALS

A. 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.D. Samples: Submit two appropriately sized samples of gravel stop. illustrating finish and color.E. Manufacturer's Installation Instructions: Indicate special procedures, fasteners, supporting

members, and perimeter conditions requiring special attention.PART 2 PRODUCTS2.01 MANUFACTURERS

A. Roof Edge Flashings:1. Johns Manville; Presto-tite; www.jm.com2. Metal-Era Inc; Anchor-tite Standard Fascia: www.metalera.com/#sle.3. OMG Roofing Products; TerminEdge Fascia: www.omgroofing.com/#sle.4. Substitutions: See Section 01 6000 - Product Requirements.

2.02 COMPONENTSA. Roof Edge Flashings: Factory fabricated to sizes required; corners mitered; concealed

fasteners.1. Configuration: Fascia, 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. Material: Formed steel sheet, galvanized, 24 gage, 0.024 inch thick, minimum.4. Face Height: Match existing.5. Finish: 70 percent polyvinylidene fluoride.6. Color: Match existing.

2.03 FINISHESA. PVDF (Polyvinylidene Fluoride) Coating: Superior Performance Organic Finish, AAMA 2605;

multiple coat, thermally cured fluoropolymer finish system; color as selected frommanufacturer's standard colors.

2.04 ACCESSORIESA. Sealant for Joints in Linear Components: As recommended by component manufacturer.

SECTION 07 7100 ROOF SPECIALTIES



A. Verify that roof membrane, base flashing, and other items affecting work of this Section are inplace and positioned correctly.

3.02 INSTALLATIONA. Install components in accordance with manufacturer's instructions and NRCA (RM) applicable

requirements.B. Coordinate installation of components of this section with installation of roofing membrane and

base flashings.C. Coordinate installation of sealants and roofing cement with work of this section to ensure water

tightness.END OF SECTION

SECTION 07 7200 ROOF ACCESSORIES



A. Curbs.B. Equipment rails.C. Roof penetrations mounting curbs.D. Adjustable height supports for pipes.

1.02 RELATED REQUIREMENTSA. Section 07 5300 - Elastomeric Membrane Roofing: Roof system.B. Section 07 6200 - Sheet Metal Flashing and Trim: Roof accessory items fabricated from sheet

metal.C. Section 07 7100 - Roof Specialties: Other manufactured roof items.

1.03 REFERENCE STANDARDSA. ASTM A792/A792M - Standard Specification for Steel Sheet, 55% Aluminum-Zinc Alloy-Coated

by the Hot-Dip Process; 2010 (Reapproved 2015).1.04 SUBMITTALS

A. See Section 01 3000 - Administrative Requirements, for submittal procedures.B. Product Data: Manufacturer's data sheets on each product to be used.

1. Preparation instructions and recommendations.2. Storage and handling requirements and recommendations.3. Installation methods.4. Maintenance requirements.

1.05 DELIVERY, STORAGE, AND HANDLINGA. Store products in manufacturer's unopened packaging until ready for installation.B. Store products under cover and elevated above grade.

PART 2 PRODUCTS2.01 ROOF CURBS

A. Roof Curbs Mounting Assemblies: Factory fabricated hollow sheet metal construction, internallyreinforced, and capable of supporting superimposed live and dead loads and designatedequipment load with fully mitered and sealed corner joints welded or mechanically fastened, andintegral counterflashing with top and edges formed to shed water.1. Roof Curb Mounting Substrate: Curb substrate consists of standing seam metal roof panel

system.2. Sheet Metal Material:3. Galvalume Steel: Hot-dip aluminum zinc alloy coated steel sheet complying with ASTM

A792/A792M; AZ55 coating designation; 18 gage, 0.048 inch thick.4. Fabricate curb bottom and mounting flanges for installation directly on metal roof panel

system to match slope and configuration of system.a. Extend side flange to next adjacent roof panel seam and comply with seam

configurations and seal connection, providing at least 6 inch clearance between curband metal roof panel flange allowing water to properly flow past curb.

b. Where side of curb aligns with metal roof panel flange, attach fasteners on upperslope of flange to curb connection allowing water to flow past below fasteners, andseal connection.

c. Maintain at least 12 inch clearance from curb, and lap upper curb flange on undersideof down sloping metal roof panel, and seal connection.

d. Lap lower curb flange overtop of down sloping metal roof panel and seal connection.5. Provide layouts and configurations indicated on drawings.

B. Equipment Rail Curbs: Straight curbs on each side of equipment, with top of curbs horizontaland level with each other for equipment mounting.

C. Pipe, Duct, or Conduit Mounting Curbs: Vertical posts, minimum 8 inches square unlessotherwise indicated.

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2.02 ROOF HATCHES AND VENTSA. Roof Hatch Manufacturers:

1. Acudor Products Inc: www.acudor.com/#sle.2. Bilco Co.: www.bilco.com 3. Dur-Red Products: www.dur-red.com/#sle.4. Milcor, Inc: www.milcorinc.com/#sle.5. Nystrom, Inc: www.nystrom.com/#sle.6. Substitutions: See Section 01 6000 - Product Requirements.

B. Frames and Curbs: One-piece curb and frame with integral cap flashing to receive roofflashings; extended bottom flange to suit mounting.1. Material: Mill finished aluminum, 11 gage, 0.0907 inch thick.2. Insulation: Manufacturer's standard; 1 inch rigid glass fiber, located on outside face of

curb.3. Curb Height: 12 inches from finished surface of roof, minimum.

C. Metal Covers: Flush, insulated, hollow metal construction.1. Capable of supporting 40 psf live load.2. Material: Mill finished aluminum; outer cover 11 gage, 0.0907 inch thick, liner 0.04 inch

thick.3. Insulation: Manufacturer's standard 1 inch rigid glass fiber.4. Gasket: Neoprene, continuous around cover perimeter.

D. Hardware: Steel, zinc coated and chromate sealed, unless otherwise indicated or required bymanufacturer.1. Lifting Mechanisms: Compression or torsion spring operator with shock absorbers that

automatically opens upon release of latch; capable of lifting covers despite 10 psf load.2. Hinges: Heavy duty pintle type.3. Hold open arm with vinyl-coated handle for manual release.4. Latch: Upon closing, engage latch automatically and reset manual release.5. Manual Release: Pull handle on interior.6. Locking: Padlock hasp on interior.

2.03 ADJUSTABLE HEIGHT SUPPORTS FOR PIPESA. Manufacturers

1. Green Link, Inc.; KnuckleHead Lite Pipe Support System; www.greenlinkengineering.com2. Substitutions: See Section 01 6000 - Product Requirements.

B. Description1. Adjustable height molded fiberglass-reinforced nylon support system for pipes, struts and

frames intended for exterior rooftop applications.a. Materials: High tensile strength fiberglass-reinforced injection-molded nylon resin

toASTM D4066.b. Base: 7 inches (178 mm) diameter with adhesive vent perforations.c. Head: To suit configuration of supported materials.d. Finish: Grey matte finish.e. Maximum Loading: 600 pounds per support.f. Comply with UL 746A and UL 746B.

C. ACCESSORlES1. Adhesive: Contact manufacturer for recommended adhesive to maintain warranty.2. Support Extension Kit: Consisting of extension cylinder, threaded rod and threaded

coupling.3. Flashing: As recommended by roofing manufacturer.4. Mechanical Retainers: to retain plumbing inside the support and prevent dislodgment.

a. Caps: use with Light Piping Support (2.4-A).b. Straps: use with Heavy Piping Support (2.4-B).c. Clips: use with Strut Channel Framing and Strut Support (2.4-C).d. Acceptable Material: Green Link, Inc., KnuckleHead Retainer System.



























































5. Protective Pad: Plasticizer Free pad is used as a slip sheet under the KnuckleHead systemto isolate it from the single ply membrane systems, to dampen vibration and to mitigateslippage.


A. Do not begin installation until substrates have been properly prepared.B. If substrate preparation is the responsibility of another installer, notify Architect of unsatisfactory

preparation before proceeding.3.02 PREPARATION

A. Clean surfaces thoroughly prior to installation.B. Prepare surfaces using methods recommended by manufacturer for achieving acceptable

results for applicable substrate under project conditions.3.03 INSTALLATION

A. Install in accordance with manufacturer's instructions, in manner that maintains roofing systemweather-tight integrity.

3.04 PIPE SUPPORT INSTALLATIONA. Loose-Laid Support System:

1. Lay support bases in required pattern and spaced to ensure that no single support will beexposed to loads greater than 600 pounds.

2. Support spacing to match existing.B. Screw support head to suit support system on to base and level as required for support system

indicated.1. Rotate support head to desired height.2. Ensure support head is not elevated above "STOP" mark to maintain minimal required

thread engagement.C. Install supporting work in accordance with manufacturer's written recommendations.

3.05 CLEANINGA. Clean installed work to like-new condition.

3.06 PROTECTIONA. Protect installed products until completion of project.B. Touch-up, repair or replace damaged products before Date of Substantial Completion.

END OF SECTION




































SECTION 08 6200 UNIT SKYLIGHTS



A. Skylights with integral frame.B. Integral insulated curb.

1.02 RELATED REQUIREMENTSA. Section 07 5300 - Elastomeric Membrane Roofing: Roofing system and base flashing at

skylight curb.1.03 REFERENCE STANDARDS

A. AAMA/WDMA/CSA 101/I.S.2/A440 - North American Fenestration Standard/Specification forwindows, doors, and skylights; 2011.

B. ASCE 7 - Minimum Design Loads for Buildings and Other Structures; 2010, with 2013Supplements and Errata.

C. ASTM B209 - Standard Specification for Aluminum and Aluminum-Alloy Sheet and Plate; 2014.D. ASTM B209M - Standard Specification for Aluminum and Aluminum-Alloy Sheet and Plate

(Metric); 2014.E. ASTM B221 - Standard Specification for Aluminum and Aluminum-Alloy Extruded Bars, Rods,

Wire, Profiles, and Tubes; 2014.F. ASTM B221M - Standard Specification for Aluminum and Aluminum-Alloy Extruded Bars, Rods,

Wire, Profiles, and Tubes [Metric]; 2013.G. ASTM E2112 - Standard Practice for Installation of Exterior Windows, Doors and Skylights;

2007.1.04 SUBMITTALS

A. See Section 01 3000 - Administrative Requirements, for submittal procedures.B. Product Data: Provide structural, thermal, and daylighting performance values.C. Shop Drawings: Indicate configurations, dimensions, locations, fastening methods, and

installation details.D. Manufacturer's Installation Instructions: Indicate special procedures.

1.05 WARRANTYA. See Section 01 7800 - Closeout Submittals, for additional warranty requirements.B. Provide five year manufacturer warranty, including coverage for leakage due to defective

skylight materials or construction.PART 2 PRODUCTS2.01 MANUFACTURERS

A. Unit Skylights:1. Kingspan Light + Air, LLC; formerly Bristolite Daylighting Systems, Inc:

www.bristolite.com/#sle.2. Wasco Skylights - Part of the VELUX Group: www.wascoskylights.com/#sle.3. Plasteco: www.plasteco.com.4. Substitutions: See Section 01 6000 - Product Requirements.

2.02 SKYLIGHTSA. Skylights: Factory-assembled glazing in aluminum frame, free of visual distortion, and

weathertight.1. Shape: Pyramidal.2. Glazing: Double.3. Operation: None; fixed.4. Nominal Size: As indicated on drawings.

2.03 PERFORMANCE REQUIREMENTSA. Provide unit skylights that comply with the following:

1. Grade: AAMA/WDMA/CSA 101/I.S.2/A440 requirements for specific skylight type:

SECTION 08 6200 UNIT SKYLIGHTS


a. Performance Grade (PG): Equivalent to or greater than specified design pressure.2. Design Pressure (DP): In accordance with ASCE 7.3. Allow for expansion and contraction within system components caused by a cycling

surface temperature range of 170 degrees F without causing detrimental effects to systemor components.

2.04 COMPONENTSA. Double Glazing: Acrylic plastic; factory sealed.

1. Outer Glazing: Gray tinted transparent.2. Inner Glazing: Clear transparent.

B. Frames: ASTM B221 (ASTM B221M) Extruded aluminum thermally broken, reinforced andwelded corner joints, integral curb frame mounting flange and counterflashing to receive roofingflashing system, with integral condensation collection gutter, glazing retainer; mill finish.

C. Support Curbs: Sheet aluminum ASTM B209 (ASTM B209M), sandwich construction; 1-1/2inch wide, 24 inches high; rigid foam insulation; with integral flange for anchorage to metal roofdeck.

2.05 ACCESSORIESA. Anchorage Devices: Type recommended by manufacturer, concealed.B. Counterflashings: Same metal type and finish as skylight frame.C. Safety Screen: Manufacturers standard fall protection screen. Hot-dipped galvanized finish.D. Protective Back Coating: Zinc molybdate alkyd.E. Sealant: Elastomeric, silicone or polyurethane, compatible with material being sealed .


A. Verify existing conditions before starting work.B. Verify that openings and substrate conditions are ready to receive work of this section.

3.02 PREPARATIONA. Apply protective back coating on aluminum surfaces of skylight units that will be in contact with

cementitious materials or dissimilar metals.3.03 INSTALLATION

A. Install unit skylights in accordance with manufacturer's instructions and ASTM E2112.B. Install aluminum curb assembly, fastening securely to roof decking; flash curb assembly into

roofing system.C. Install skylight units and mount securely to curb assembly; install counterflashing as required.D. Apply sealant to achieve watertight assembly.

3.04 CLEANINGA. Remove protective material from prefinished aluminum surfaces.B. Wash down exposed surfaces; wipe surfaces clean.C. Remove excess sealant.

END OF SECTION