Maritime Energy Office - Blane Casey · A. An electronic set of Bid Documents will be provided to...

Maritime Energy Office

Montville, Maine

PROJECT MANUAL

ArchitectJohn E. Hansen, 632 Spruce Head Road

South Thomaston, ME. 04858, (207) 594-5310Fax: (207) 594-5370

Civil & Structural EngineeringGartley & Dorsky Engineering & Surveying

P.O. Box 1031 , Camden, Maine, 04843 (207) 236-4365

Electrical EngineeringSwift Current Engineering Services

273 Main Street, Yarmouth, Maine 04096 (207) 847-9280

April 22, 2019

John Hansen Architect April 22, 2019

TABLE OF CONTENTS

INTRODUCTORY INFORMATION

00 01 02 PROJECT INFORMATION . . . . . . . . . . . . . . . . . . . . . . . . . 2

00 01 10 TABLE OF CONTENTS . . . . . . . . . . . . . . . . . . . . . . . . . . . 3

PROCUREMENT REQUIREMENTS

00 21 13 INSTRUCTIONS TO BIDDERS . . . . . . . . . . . . . . . . . . . . . 4

00 41 00 BID FORM . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2

00 43 23 ALTERNATES FORM . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1

00 43 36 PROPOSED SUBCONTRACTORS FORM . . . . . . . . . . . . . 1

00 43 73 PROPOSED SCHEDULE OF VALUES FORM . . . . . . . . . . 1

CONTRACTING REQUIREMENTS

00 50 00 CONTRACTING FORM . . . . . . . . . 1

SUMMARY

01 10 00 SUMMARY . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1

PRICE AND PAYMENT PROCEDURES

01 20 00 PRICE AND PAYMENT PROCEDURES . . . . . . . . . . . . . . 2

ADMINISTRATIVE REQUIREMENTS

. . . . . . . . . . . . . . .

01 32 16 CONSTRUCTION PROGRESS SCHEDULE . . . . . . . . . . . . 1

PRODUCT REQUIREMENTS

01 60 00 PRODUCT REQUIREMENTS . . . . . . . . . . . . . . . . . . . . . . 3

Maritime Montville Table of Contents Page 1


DIVISION 03 - CONCRETE

03 33 00 CONCRETE CAST IN PLACE

………………………. 4

DIVISION 05 - METALS

05 75 00 FORMED METAL . . . . . . . . . . . . . . . . . . . . . . . . . 2

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 ROUGH CARPENTRY . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5

06 17 53 SHOP-FABRICATED WOOD TRUSSES . . . . . . . . . . . . . . 2

06 20 00 FINISH CARPENTRY . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2

06 41 00 CASEWORK . . . . . . . . . . . . . 3

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 11 13 BITUMINOUS DAMPPROOFING . . . . . . . . . . . . . . . . . . . 2

07 21 00 THERMAL INSULATION . . . . . . . . . . . . . . . . . . . . . . . . . 3

07 21 26 BLOWN INSULATION . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1

07 31 13 ASPHALT SHINGLES . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3

07 46 33 PLASTIC SIDING . . . . . . . . . . . . . . . . . . . . . . . . . . . 3

07 62 00 SHEET METAL FLASHING & TRIM

. . . . . . . . . . . . . . . . . . . . . . . . . 2

07 90 05 JOINT SEALERS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3

DIVISION 08 - OPENINGS

08 11 13 HOLLOW METAL DOORS AND FRAMES . . . . . . . . . . . . 3

08 14 16 FLUSH WOOD DOORS . . . . . . . . . . . . . . . . . . . . . . . . . . . 3

08 11 16 ALUMINUM DOORS & FRAMES . . . . . . . . . . . . . . . . . . . . 3

08 53 13 VINYL WINDOWS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4

08 65 00 INTERIOR GLASS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1

08 71 00 DOOR HARDWARE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6



08 80 00 GLAZING . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3

08 83 00 MIRRORS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1

DIVISION 09 - FINISHES

09 21 16 GYPSUM BOARD ASSEMBLIES . . . . . . . . . . . . . . . . . . . 4

09 51 00 SUSPENDED CEILINGS . . . . . . . . . . . . . . . . . . . . . . . . . . 3

09 65 00 RESILIENT FLOORING . . . . . . . . . . . . . . . . . . . . . . . . . . . 3

09 90 00 PAINTING AND COATING . . . . . . . . . . . . . . . . . . . . . . . . 6

DIVISION 10 - SPECIALTIES

10 28 00 TOILET ACCESSORIES . . . . . . . . . 2

10 44 00 FIRE PROTECTION SPECIALTIES . . . . . . . . . . . . . . . . . . 1

DIVISION 22- PLUMBING Not included DIVISION 23- HVAC Not Included

DIVISION 26- ELECTRICAL- to be issued via addendum.


John Hansen, Architect April 22, 2019

SECTION 00 01 02

PROJECT INFORMATION

PART 1 GENERAL

1.01 PROJECT IDENTIFICATION

A. Project Name: Maritime Energy Office, Montville, Maine

B. The Owner, hereinafter referred to as Maritime Energy, Rockland, Maine

C. Address: Montville, ME .

1.02 NOTICE TO PROSPECTIVE BIDDERS

A. These documents constitute an Invitation to Bid to Selected General Contractors for the construction of the project described below.

1.03 PROJECT DESCRIPTION : Maritime Energy Office.

A. Contract Scope: Building Construction including site preparation

Owner will self perform plumbing and mechanical work.

B. Contract Terms: Lump sum (fixed price, stipulated sum).

C. A 5% Bid Bond is Required to be submitted with the Bid.

D. Performance and Payment Bonds are not Required.

E. Liquidated Damages: $100.00 per day.

1.04 PROCUREMENT TIMETABLE

A. Pre-Bid Briefing: Upon receipt of drawings and specifications.

B. Last Request for Information Due: 7 days prior to due date of bids.

C. Bid Due Date: May 7, 2019

D. Bids will not be publicly opened.

E. Notice to Proceed: Within 10 days after bid due date.

F. Bids May Not Be Withdrawn Until: 30 days after due date.

G. Contract Time: 120 calendar days.

H. Desired Construction Start: Not later than May 15, 2019.

I. Desired Substantial Completion Date: Not later than 120 days from start of construction.

J. Completion date is critical due to requirements of Owner's operations.

K. The Owner reserves the right to change the schedule or terminate the entire procurement process at any time.

1.05 PRE-QUALIFIED BIDDERS

A. Those already qualified to submit bids are:1. General Contractor: 2. General Contractor:

Maritime Montville PROJECT INFORMATION 00 01 02- 1


3. General Contractor: 4. General Contractor:

1.06 PROCUREMENT DOCUMENTS

A. Availability of Documents: One complete electronic set of procurement documents will be distributed to each bidder during or prior to the pre-bid briefing. Hard copy of the drawings can be obtained upon receipt of $150.00 reproduction cost.

1.07 BID SECURITY

A. Bids shall be accompanied by a security deposit as follows:1. Bid Bond of a sum no less than 5 percent of the Bid Amount on AIA A310 Bid Bond Form.

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

END OF SECTION

Maritime Montville PROJECT INFORMATION 00 01 02- 2


SECTION 00 21 13

INSTRUCTIONS TO BIDDERS

INVITATION

1.01 BID SUBMISSION

A. Bids signed and under seal, executed, and dated will be received at the office of Maritime Energy, 234 Park Dr. Rockland, ME , before 1:30 p.m. local standard time on the 7th day of May, 2019. Contractors submitting bids must be pre-approved by the Owner.

B. Offers submitted after the above time shall be returned to the bidder unopened.

1.02 INTENT

A. The intent of this Bid request is to obtain an offer to perform work to complete an Office Building located in Montville, Maine for a Stipulated Sum contract, in accordance with the Contract Documents.

1.03 WORK IDENTIFIED IN THE CONTRACT DOCUMENTS

A. Work of this proposed Contract comprises building construction, site development, including general construction Work. The owner will self perform the plumbing and mechanical work.

1.04 CONTRACT TIME

A. Perform the Work within the time stated in Section 01 10 00 - Summary.

B. The bidder, in submitting an offer, accepts the Contract Time period stated for performing the Work. The completion date in the Agreement shall be no later than 120 days after start of construction.

C. Liquidated Damages: Failure to achieve Substantial Completion on time will cause expenses forthe owner. Liquidated Damages will be assessed at the rate of Fifty Dollars ( $100.00) per day beyond the adjusted date of Substantial Completion.

BID DOCUMENTS AND CONTRACT DOCUMENTS

2.01 DEFINITIONS

A. Bid Documents: Contract Documents supplemented with Invitation To Bid, Instructions to Bidders, Bid Form and addenda identified.

B. Bid Amount: Monetary sum identified by the Bidder in the Bid Form.

2.02 CONTRACT DOCUMENTS IDENTIFICATION

A. The Contract Documents are identified as the Drawings and the Specifications.

2.03 AVAILABILITY

A. An electronic set of Bid Documents will be provided to all pre-approved general contract bidders. Hard copy of the drawings will be available for the cost of reproduction, $150.00 per set. Documents will be distributed during or prior to the pre-bid briefing.

Maritime Montville INSTRUCTIONS TO BIDDERS 00 21 13- 1


B. Bid Documents are made available only for the purpose of obtaining offers for this project.B Their use does not grant a license for other purposes.

2.04 EXAMINATION

A. Bid Documents may be viewed at the office of Maritime Energy, Rockland, Maine

B. Upon receipt of Bid Documents verify that documents are complete. Notify Architect should thedocuments be incomplete.

C. Immediately notify Architect upon finding discrepancies or omissions in the Bid Documents.

2.05 INQUIRIES/ADDENDA

A. Addenda may be issued during the bidding period. All Addenda become part of the Contract Documents. Include resultant costs in the Bid Amount.

B. Clarifications requested by bidders must be in writing not less than 7 days before date set for receipt of bids. The reply will be in the form of an Addendum, a copy of which will be forwarded to known recipients.

2.06 PRODUCT/ASSEMBLY/SYSTEM SUBSTITUTIONS

A. In submission of substitutions to products specified, bidders shall include in their bid all changes required in the Work and changes to Contract Time and Contract Sum to accommodate such substitutions. A later claim by the bidder for an addition to the Contract Time or Contract Sum because of changes in work necessitated by use of substitutions shall not be considered.

B. Provide products as specified unless substitutions are submitted in this manner and accepted.

SITE ASSESSMENT

3.01 SITE EXAMINATION

A. Examine the project site before submitting a bid.

B. A visit to the project site has been arranged for bidders as follows: See 00 01 01 Project Information

BID ENCLOSURES/REQUIREMENTS

4.01 SECURITY DEPOSIT

A. Bids shall be accompanied by a security deposit as follows:1. Bid Bond of a sum no less than 5 percent of the Bid Amount on AIA A310 Bid Bond Form.

B. Endorse the Bid Bond in the name of obligee, signed and sealed by the principal (Contractor) and surety.

C. The security deposit will be returned after delivery to of the required Performance and Payment Bond(s) by the accepted bidder.

D. Include the cost of bid security in the Bid Amount.

E. After a bid has been accepted, all securities will be returned to the respective bidders.

F. If no contract is awarded, all security deposits will be returned.



4.02 INSURANCE

A. Provide an executed "Undertaking of Insurance" on a standard form provided by the insurance company stating their intention to provide insurance to the bidder in accordance with the insurance requirements of the Contract Documents.

4.03 BID FORM REQUIREMENTS

A. Complete all requested information in the Bid Form and Appendices.

4.05 SALES AND USE TAXES

A. State of Maine Sales tax does apply.

4.06 FEES FOR CHANGES IN THE WORK

A. Include in the Bid Form, the overhead and profit fees on own Work and Work by subcontractors,applicable for Changes in the Work, whether additions to or deductions from the Work on whichthe Bid Amount is based.

4.07 BID FORM SIGNATURE

A. The Bid Form shall be signed by the bidder, as follows:1. Sole Proprietorship: Signature of sole proprietor in the presence of a witness who will also

sign. Insert the words "Sole Proprietor" under the signature. Affix seal.2. Partnership: Signature of all partners in the presence of a witness who will also sign.

Insert the word "Partner" under each signature. Affix seal to each signature.3. Corporation: Signature of a duly authorized signing officer(s) in their normal signatures.

Insert the officer's capacity in which the signing officer acts, under each signature. Affix the corporate seal. If the bid is signed by officials other than the president and secretary of the company, or the president/secretary/treasurer of the company, a copy of the by-law resolution of their board of directors authorizing them to do so, must also be submitted with the Bid Form in the bid envelope.

4.08 ADDITIONAL BID INFORMATION

A. lowest 3 Bidders may be requested to complete the Supplements To Bid Forms within 24 hours after submission of bids.

B. Submit the following Supplements concurrent with bid submission:1. Document 00 43 23 - Alternates: Include the cost variation to the Bid Amount applicable

to the Work described in the drawings and specifications. (If Alternates are issued)

C. Submit the following Supplements 24 hours after bid submission:1. Document 00 43 36 - Subcontractors: Include the names of all Subcontractors and the

portions of the Work they will perform.

2. Document 00 43 73 - Proposed Schedule of Values identifies the Bid Amount segmented into portions as requested.

4.09 SELECTION AND AWARD OF ALTERNATIVES (Alternates may be issued via Addendum)

There are no Alternates as of the issuance of the contract documents.

A. Indicate variation of bid price for alternatives listed on the Bid Form. Unless otherwise indicated, indicate alternatives as a difference in bid price by adding to or deducting from the base bid price.



B. Bids will be evaluated on the total of the base bid price and combinations of the alternatives. After determination of the successful bidder, consideration will be given to which alternatives will be included in the Work.

OFFER ACCEPTANCE/REJECTION

5.01 DURATION OF OFFER

A. Bids shall remain open to acceptance and shall be irrevocable for a period of thirty (30) days after the bid closing date.

5.02 ACCEPTANCE OF OFFER

A. reserves the right to accept or reject any or all offers.

B. After acceptance by the Owner a written Bid Acceptance will be issued to the successful bidder.

END OF INSTRUCTIONS TO BIDDERS



SECTION 00 41 00

BID FORM

THE PROJECT AND THE PARTIES

1.01 TO:

A.

1.02 FOR: Maritime Energy, Montville Office.

1.03 DATE: ______________ (Bidder to enter date)

1.04 SUBMITTED BY: (Bidder to enter name and address)

A. Bidder's Full Name _________________________1. Address _________________________2. City, State, Zip_________________________

1.05 OFFER

A. Having examined the Place of The Work and all matters referred to in the Instructions to Bidders and the Contract Documents prepared by John Hansen, Architect for the above mentioned project, we, the undersigned, hereby offer to enter into a Contract to perform the Work for the Sum of:

B. _________________________________________________________ _________________________________________________________ dollars ($______________________), in lawful money of the United States of America.

C. We have included the required security deposit as required by the Instruction to Bidders.

1.06 ACCEPTANCE

A. This offer shall be open to acceptance and is irrevocable for thirty days from the bid closing date.

B. If this bid is accepted by within the time period stated above, we will:1. Execute the Agreement within seven days of receipt of Notice of Award.2. Commence work within seven days after written Notice to Proceed of this bid.

C. If this bid is accepted within the time stated, and we fail to commence the Work or we fail to provide the required Bond(s), the security deposit shall be forfeited as damages to by reason of our failure, limited in amount to the lesser of the face value of the security deposit or the difference between this bid and the bid upon which a Contract is signed.

1.07 CONTRACT TIME

A. Complete the Work by ___________________________________ (Bidder to enter completion date or time frame.)

Maritime Montville BID FORM 00 41 00- 1


1.08 CHANGES TO THE WORK

A. When Architect establishes that the method of valuation for Changes in the Work will be net cost plus a percentage fee in accordance with General Conditions, our percentage fee will be:1. 10 percent overhead and profit on the net cost of our own Work;2. 10 percent on the cost of work done by any Subcontractor.

B. On work deleted from the Contract, our credit to shall be Architect-approved net cost plus 100%of the overhead and profit percentage noted above.

1.09 ADDENDA

A. The following Addenda have been received. The modifications to the Bid Documents noted below have been considered and all costs are included in the Bid Sum.1. Addendum # _______ Dated ________________.2. Addendum # _______ Dated ________________.

1.10 BID FORM SUPPLEMENTS

A. The following Supplements are attached to this Bid Form and are considered an integral part of this Bid Form:1. Document 00 43 23 - Alternatives: Include the cost variations to the Bid Sum applicable to

the Work. (if Alternates are issued)

B. We agree to submit the following Supplements to Bid Forms within 24 hours after submission of this bid for additional bid information:1. Document 00 43 36 - Subcontractors: Include the names of all Subcontractors and the

portions of the Work they will perform.2. Document 00 43 73 - Proposed Schedule of Values identifies the Bid Price/Sum segmented

into portions as requested.

1.11 BID FORM SIGNATURE(S)

A. The Corporate Seal of

B. ____________________________________________

C. (Bidder - print the full name of your firm)

D. was hereunto affixed in the presence of:

E. ____________________________________________

F. (Authorized signing officer, Title)

G. (Seal)

H. ____________________________________________

I. (Authorized signing officer, Title)

1.12 If the Bid is a joint venture or partnership, add additional forms of execution for each memberof the joint venture in the appropriate form or forms as above.

END OF BID FORM

Maritime Montville BID FORM 00 41 00- 2


SECTION 00 43 23

ALTERNATES FORM

PARTICULARS

1.01 The following is the list of Alternatives referenced in the bid submitted by:

1.02 (Bidder) _______________________________

1.03 TO ...............Maritime Energy, Rockland, Maine

1.04 Dated ________________ and which is an integral part of the Bid Form.

ALTERNATIVES LIST

2.01 The following amounts shall be added to the Bid Amount. Refer to Section 01 23 00 - Alternatives: Schedule of Alternatives.

2.02 Alternative # 1: (Add) $ ________________________

2.03 Alternative # 2: (Add) $ ________________________

END OF ALTERNATES FORM

Maritime Montville ALTERNATES FORM 00 43 23- 1


SECTION 00 43 36

PROPOSED SUBCONTRACTORS FORM

PARTICULARS

1.01 Herewith is the list of Subcontractors referenced in the bid submitted by:

1.02 (Bidder) ____________________________________

1.03 To (Owner) Maritime Energy, Rockland, Maine

1.04 Dated ___________________ and which is an integral part of the Bid Form.

1.05 The following work will be performed (or provided) by Subcontractors and coordinated by us:

LIST OF SUBCONTRACTORS

3.01 WORK SUBJECT...................................................................SUBCONTRACTOR NAME















END OF SUBCONTRACTORS FORM

Maritime Montville PROPOSED SUBCONTRACTORS FORM 00 43 36- 1


SECTION 00 43 73

PROPOSED SCHEDULE OF VALUES FORM

PARTICULARS

1.01 The following is a Cost Breakdown referenced in the bid submitted by:

1.02 (Bidder) ________________________________

1.03 TO: Maritime Energy, Rockland, Maine

1.04 Dated ____________ and which is an integral part of the Bid Form.

ITEM DESCRIPTIONS

PROVIDE SCHEDULE OF VALUES IN THE FORMAT SHOWN BELOW:

GENERAL REQUIREMENTS

SITE WORK & LANDSCAPING

ASPHALT PAVING

CONCRETE WALLS, FOOTINGS.

CONCRETE SLABS.

CARPENTRY & MISC. WORK.

SIDING AND TRIM.

ROOFING.

DOORS.

HARDWARE.

WINDOWS, GLAZING.

SUSPENDED CEILINGS

GYPSUM DRYWALL

VINYL COMPOSITION TILE

PAINTING.

TOILET ACCESSORIES/ PARTITIONS.

ELECTRICAL

THE SUM OF THE ITEMS OF THE SCHEDULE OF VALUES SHALL BE THE BID AMOUNT.

END OF SCHEDULE OF VALUES

Maritime Montville SCHEDULE OF VALUES 00 43 73 - 1


Maritime Montville SCHEDULE OF VALUES 00 43 73 - 1


SECTION 00 50 00

CONTRACTING FORMS AND SUPPLEMENTS

PART 1 GENERAL

1.01 AGREEMENT AND CONDITIONS OF THE CONTRACT

A. The Agreement is based on AIA A101.

B. The General Conditions are based on AIA A201.

1.02 FORMS

A. Use the following forms for the specified purposes unless otherwise indicated elsewhere in the Contract Documents.

B. Bond Forms:1. Performance and Payment Bond Form: AIA A312.

C. Post-Award Certificates and Other Forms:1. Schedule of Values Form: AIA G703.2. Application for Payment Form: AIA G702 and G703.

D. Clarification and Modification Forms:1. Supplemental Instruction Form: AIA G710.2. Construction Change Directive Form: AIA G714.3. Change Order Form: AIA G701.

E. Closeout Forms:1. Certificate of Substantial Completion Form: AIA G704.

1.03 REFERENCE STANDARDS

A. AIA A101 - Standard Form of Agreement Between Owner and Contractor where the basis of payment is a Stipulated Sum; 2007.

B. AIA A201 - General Conditions of the Contract for Construction; 2007.

C. AIA G701 - Change Order; 2001.

D. AIA G702 - Application and Certificate for Payment; 1992.

E. AIA G703 - Continuation Sheet; 1992.

F. AIA G704 - Certificate of Substantial Completion; 2000.

G. AIA G714 - Construction Change Directive; 2007.

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

END OF SECTION

Maritime Montville CONTRACTING FORMS AND SUPPLEMENTS 00 50 00- 1


SECTION 01 10 00

SUMMARY

PART 1 GENERAL

1.01 PROJECT

A. Project Name: Maritime Energy Office, Montville, Maine

B. Architect's Name: John E. Hansen.

C. The Project consists of the construction of a wood frame 3,266 sq. ft. one story trussed roof office building on a concrete foundation.

1.02 CONTRACT DESCRIPTION

A. Contract Type: A single prime contract based on a Stipulated Price as described in the contract documents.

1.03 WORK BY OWNER

A. The owner will self perform the plumbing and mechanical work associated with this project.

1.04 OWNER OCCUPANCY

A. Intends to continue to occupy the adjacent Office during the entire construction period.

B. Intends to occupy the Project upon Substantial Completion.

C. Cooperate with to minimize conflict and to facilitate operations.

1.05 CONTRACTOR USE OF SITE AND PREMISES

A. Arrange use of site and premises to allow:1. Occupancy including lay-down areas.2. Maintain clearances for Propane bulk deliveries. 3. Use of site and premises by the public.

B. Provide access to and from site as required by law and by Maritime employees. 1. Do not obstruct roadways, sidewalks, or other public ways without permit.

C. Existing building spaces may not be used for storage.

D. Utility Outages and Shutdown:1. Limit disruption of utility services to hours the building is unoccupied.



END OF SECTION

Maritime Montville SUMMARY 01 10 00- 1


SECTION 01 20 00

PRICE AND PAYMENT PROCEDURES

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Procedures for preparation and submittal of applications for progress payments.

1.02 RELATED REQUIREMENTS

1.03 SCHEDULE OF VALUES

A. Form to be used: Provided in Project Manual.

B. Electronic media printout including equivalent information will be considered in lieu of standard form specified; submit sample to Architect for approval.

C. Forms filled out by hand will not be accepted.

1.04 APPLICATIONS FOR PROGRESS PAYMENTS

A. Payment Period: Monthly.

B. Form to be used: AIA G-702.

C. Electronic media printout including equivalent information will be considered in lieu of standard form specified; submit sample to Architect for approval.

D. Forms filled out by hand will not be accepted.

E. Execute certification by signature of authorized officer.

F. Submit three copies of each Application for Payment.

G. When Architect requires substantiating information, submit data justifying dollar amounts in question. Provide one copy of data with cover letter for each copy of submittal. Show application number and date, and line item by number and description.

1.05 MODIFICATION PROCEDURES

A. For minor changes not involving an adjustment to the Contract Price or Contract Time, Architect will issue instructions directly to Contractor.

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

any change in Contract Price or Contract Time.2. Promptly execute the change.

C. For changes for which advance pricing is desired, Architect will issue a document that includes a detailed description of a proposed change with supplementary or revised drawings and specifications, a change in Contract Time for executing the change with a stipulation of any overtime work required and the period of time during which the requested price will be considered valid. Contractor shall prepare and submit a fixed price quotation within 10 days.

Maritime Montville PRICE AND PAYMENT PROCEDURES 01 20 00- 1


D. Computation of Change in Contract Amount: As specified in the Agreement and Conditions of the Contract.

E. Substantiation of Costs: Provide full information required for evaluation.

F. Execution of Change Orders: Architect will issue Change Orders for signatures of parties as provided in the Conditions of the Contract.

1.06 APPLICATION FOR FINAL PAYMENT

A. Prepare Application for Final Payment as specified for progress payments, identifying total adjusted Contract Price, previous payments, and sum remaining due.



END OF PRICE & PAYMENT PROCEDURES

Maritime Montville PRICE AND PAYMENT PROCEDURES 01 20 00- 2


SECTION 01 32 16

CONSTRUCTION PROGRESS SCHEDULE

PART 1 GENERAL


A. Preliminary schedule.

B. Construction progress schedule, bar chart type.

1.02 SUBMITTALS

A. Submit updated schedule with each Application for Payment.

1.03 SCHEDULE FORMAT

A. Listings: In chronological order according to the start date for each activity. Identify each activity with the applicable specification section number.

B. Sheet Size: Multiples of 8-1/2 x 11 inches.


PART 3 EXECUTION

3.01 PRELIMINARY SCHEDULE

A. Prepare preliminary schedule in the form of a horizontal bar chart.

3.02 BAR CHARTS

A. Include a separate bar for each major portion of Work or operation.

B. Identify the first work day of each week.

3.03 REVIEW AND EVALUATION OF SCHEDULE

A. Participate in joint review and evaluation of schedule with Architect at each submittal.

B. Evaluate project status to determine work behind schedule and work ahead of schedule.

C. After review, revise as necessary as result of review, and resubmit within 5 days.

3.04 DISTRIBUTION OF SCHEDULE

A. Distribute copies of updated schedules to Contractor's project site file, to Subcontractors, suppliers, Architect, and other concerned parties.

B. Instruct recipients to promptly report, in writing, problems anticipated by projections shown in schedules.

END OF CONSTRUCTION PROGRESS SCHEDULE

Maritime Montville CONSTRUCTION PROGRESS SCHEDULE 01 32 16- 1


SECTION 01 60 00

PRODUCT REQUIREMENTS

PART 1 GENERAL


A. Transportation, handling, storage and protection.

B. Product option requirements.

C. Substitution limitations and procedures.

D. Procedures for -supplied products.

E. Maintenance materials, including extra materials, spare parts, tools, and software.


A. Section 01 10 00 - Summary:

1.03 SUBMITTALS

A. Product Data Submittals: Submit manufacturer's standard published data. Mark each copy to identify applicable products, models, options, and other data. Supplement manufacturers' standard data to provide information specific to this Project.

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

C. Sample Submittals: Illustrate functional and aesthetic characteristics of the product, with integral 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 PRODUCTS

2.01 PRODUCT OPTIONS

A. 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.

2.02 MAINTENANCE MATERIALS

A. Furnish extra materials, spare parts, tools, and software of types and in quantities specified in individual specification sections.

B. Deliver to Project site; obtain receipt prior to final payment.

PART 3 EXECUTION

Maritime Montville PRODUCT REQUIREMENTS 01 60 00- 1


3.01 SUBSTITUTION PROCEDURES

A. Instructions to Bidders specify time restrictions for submitting requests for substitutions during the bidding period. Comply with requirements specified in this section.

B. Document each request with complete data substantiating compliance of proposed substitution with Contract Documents.

C. A request for substitution constitutes a representation that the submitter:1. Has investigated proposed product and determined that it meets or exceeds the quality level

of the specified product.2. Will provide the same warranty for the substitution as for the specified product.3. Will coordinate installation and make changes to other Work that may be required for the

Work to be complete with no additional cost to Maritime Energy.4. Waives claims for additional costs or time extension that may subsequently become

apparent.5. Will reimburse and Architect for review or redesign services associated with re-approval

by authorities.

D. Substitutions will not be considered when they are indicated or implied on shop drawing or product data submittals, without separate written request, or when acceptance will require revision to the Contract Documents.

E. Substitution Submittal Procedure:1. Submit three copies of request for substitution for consideration. Limit each request to one

proposed substitution.2. Submit shop drawings, product data, and certified test results attesting to the proposed

product equivalence. Burden of proof is on proposer.3. The Architect will notify Contractor in writing of decision to accept or reject request.

3.02 OWNER-SUPPLIED PRODUCTS

A. Responsibilities:1. On delivery, inspect products jointly with Contractor.

B. Contractor's Responsibilities:1. Receive and unload products at site; inspect for completeness or damage jointly with 2. Repair or replace items damaged after receipt.



3.03 TRANSPORTATION AND HANDLING

A. Coordinate schedule of product delivery to designated prepared areas in order to minimize site storage time and potential damage to stored materials.

B. Transport and handle products in accordance with manufacturer's instructions.

C. Transport materials in covered trucks to prevent contamination of product and littering of surrounding areas.

D. Promptly inspect shipments to ensure that products comply with requirements, quantities are correct, and products are undamaged.

E. Provide equipment and personnel to handle products by methods to prevent soiling, disfigurement, or damage.

F. Arrange for the return of packing materials, such as wood pallets, where economically feasible.

3.04 STORAGE AND PROTECTION

A. 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 to excessive materials handling and misapplication.

B. Store and protect products in accordance with manufacturers' instructions.

C. Store with seals and labels intact and legible.

D. Store sensitive products in weather tight, climate controlled, enclosures in an environment favorable to product.

E. For exterior storage of fabricated products, place on sloped supports above ground.

F. Provide bonded off-site storage and protection when site does not permit on-site storage or protection.

G. Cover products subject to deterioration with impervious sheet covering. Provide ventilation to prevent condensation and degradation of products.

H. Store loose granular materials on solid flat surfaces in a well-drained area. Prevent mixing with foreign matter.

I. Prevent contact with material that may cause corrosion, discoloration, or staining.

J. Provide equipment and personnel to store products by methods to prevent soiling, disfigurement, or damage.

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 PRODUCT REQUIREMENTS


SECTION 03 30 00

CAST-IN-PLACE CONCRETE

PART 1 GENERAL


A. Concrete formwork.

B. Floors and slabs on grade.

C. Concrete foundation walls.

D. Concrete reinforcement.

E. Concrete curing.


A. Section 07 9005 - Joint Sealers.


A. ACI 117 - Standard Specifications for Tolerances for Concrete Construction and Materials; American Concrete Institute International; 2006.

B. ACI 211.1 - Standard Practice for Selecting Proportions for Normal, Heavyweight, and Mass Concrete; American Concrete Institute International; 1991 (Reapproved 2002).

C. ACI 301 - Specifications for Structural Concrete for Buildings; American Concrete Institute International; 2005.

D. ACI 302.1R - Guide for Concrete Floor and Slab Construction; American Concrete Institute International; 2004 (Errata 2007).

E. ACI 304R - Guide for Measuring, Mixing, Transporting, and Placing Concrete; American Concrete Institute International; 2000.

F. ACI 306R - Cold Weather Concreting; American Concrete Institute International; 1988 (Reapproved 2002).

G. ACI 308R - Guide to Curing Concrete; American Concrete Institute International; 2001 (Reapproved 2008).

H. ACI 318 - Building Code Requirements for Structural Concrete and Commentary; American Concrete Institute International; 2008.

I. ACI 347 - Guide to Formwork for Concrete; American Concrete Institute International; 2004.

J. ASTM A 185/A 185M - Standard Specification for Steel Welded Wire Reinforcement, Plain, for Concrete; 2007.

K. ASTM A 615/A 615M - Standard Specification for Deformed and Plain Billet-Steel Bars for Concrete Reinforcement; 2007.

L. ASTM C 33 - Standard Specification for Concrete Aggregates; 2007.

M. ASTM C 39/C 39M - Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens; 2005.

N. ASTM C 150 - Standard Specification for Portland Cement; 2007.

O. ASTM C 171 - Standard Specification for Sheet Materials for Curing Concrete; 2007.

P. ASTM C 173/C 173M - Standard Test Method for Air Content of Freshly Mixed Concrete by the Volumetric Method; 2008a.

Q. ASTM C 260 - Standard Specification for Air-Entraining Admixtures for Concrete; 2006.

Maritime Montville CAST-IN-PLACE CONCRETE 03 3000 - 1

R. ASTM C 618 - Standard Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in Concrete; 2008a.

S. ASTM D 994 - Standard Specification for Preformed Expansion Joint Filler for Concrete (Bituminous Type); 1998 (Reapproved 2003).

T. ASTM E 1745 - Standard Specification for Plastic Water Vapor Retarders Used in Contact withSoil or Granular Fill under Concrete Slabs; 2009.

1.04 SUBMITTALS

A. Product Data: Submit manufacturers' data on manufactured products showing compliance withspecified requirements.

B. Samples: Submit samples of underslab vapor retarder to be used.

1.05 QUALITY ASSURANCE

A. Perform work of this section in accordance with ACI 301 and ACI 318.

B. Follow recommendations of ACI 306R when concreting during cold weather.

PART 2 PRODUCTS

2.01 FORMWORK

A. Formwork Design and Construction: Comply with guidelines of ACI 347 to provide formwork that will produce concrete complying with tolerances of ACI 117.

B. Form Materials: Contractor's choice of standard products with sufficient strength to withstand hydrostatic head without distortion in excess of permitted tolerances.

2.02 REINFORCEMENT

A. Reinforcing Steel: ASTM A 615/A 615M Grade 60 (420).1. Type: Deformed billet-steel bars.2. Finish: Unfinished, unless otherwise indicated.

B. Steel Welded Wire Reinforcement: ASTM A 185/A 185M, plain type.1. Form: Coiled Rolls.2. Mesh Size and Wire Gage: As indicated on drawings.

C. Reinforcement Accessories:1. Tie Wire: Annealed, minimum 16 gage (1.5 mm).2. Chairs, Bolsters, Bar Supports, Spacers: Sized and shaped for adequate support of

reinforcement during concrete placement.

2.03 CONCRETE MATERIALS

A. Cement: ASTM C 150, Type I - Normal portland type.

B. Fine and Coarse Aggregates: ASTM C 33.

C. Fly Ash: ASTM C 618, Class C or F.

D. Water: Clean and not detrimental to concrete.

2.04 CHEMICAL ADMIXTURES

A. Do not use chemicals that will result in soluble chloride ions in excess of 0.1 percent by weight of cement.

B. Air Entrainment Admixture: ASTM C 260.

2.05 ACCESSORY MATERIALS

A. Underslab Vapor Retarder: Multi-layer, fabric-, cord-, grid-, or aluminum-reinforced polyethylene or equivalent, complying with ASTM E 1745, Class A; stated by manufacturer as


suitable for installation in contact with soil or granular fill under concrete slabs. Single ply polyethylene is prohibited.1. Accessory Products: Vapor retarder manufacturer's recommended tape, adhesive, mastic,

prefabricated boots, etc., for sealing seams and penetrations in vapor retarder.2. Acceptable Products:

a. Stego Wrap 15.

B. Moisture-Retaining Cover: ASTM C 171; regular curing paper, white curing paper, clear polyethylene, white polyethylene, or white burlap-polyethylene sheet.

2.06 BONDING AND JOINTING PRODUCTS

A. Joint Filler: Compressible asphalt mastic with felt facers, complying with ASTM D 994, 3/8 inch and full depth of slab less 1/2 inch (12 mm).

2.07 CONCRETE MIX DESIGN

A. Proportioning Normal Weight Concrete: Comply with ACI 211.1 recommendations.

B. Concrete Strength: Establish required average strength for each type of concrete on the basis offield experience or trial mixtures, as specified in ACI 301.

C. Admixtures: Add acceptable admixtures as recommended in ACI 211.1 and at rates recommended by manufacturer.

D. Normal Weight Concrete for Footings and Foundation Walls:1. Compressive Strength, when tested in accordance with ASTM C 39/C 39M at 28 days:

3,000 psi (20.7 MPa).2. Water-Cement Ratio: Maximum 50 percent by weight.3. Total Air Content: 6 percent, determined in accordance with ASTM C 173/C 173M.4. Maximum Slump: 4 inches (100 mm), plus or minus 1 inch.5. Maximum Aggregate Size: 3/4 inch (19 mm).

E. Normal Weight Concrete for 4" Slab-on-Grade:1. Compressive Strength, when tested in accordance with ASTM C 39/C 39M at 28 days:

3,500 psi (24.2 MPa).2. Water-Cement Ratio: Maximum 50 percent by weight.3. Total Air Content: No Air4. Maximum Slump: 5 inches, plus or minus 1 inch.5. Maximum Aggregate Size: 3/4 inch (19 mm).

PART 3 EXECUTION

3.01 PREPARATION

A. Formwork: Comply with requirements of ACI 301. Design and fabricate forms to support all applied loads until concrete is cured, and for easy removal without damage to concrete.

B. Interior Slabs on Grade: Install vapor retarder under interior slabs on grade. Lap joints minimum 6 inches (150 mm). Seal joints, seams and penetrations watertight with manufacturer's recommended products and follow manufacturer's written instructions. Repair damaged vapor retarder before covering.

3.02 INSTALLING REINFORCEMENT

A. Comply with requirements of ACI 301. Clean reinforcement of loose rust and mill scale, and accurately position, support, and secure in place to achieve not less than minimum concrete coverage required for protection.


B. Install welded wire reinforcement in maximum possible lengths, and offset end laps in both directions. Splice laps with tie wire.

C. Verify that anchors, seats, plates, reinforcement and other items to be cast into concrete are accurately placed, positioned securely, and will not interfere with concrete placement.

3.03 PLACING CONCRETE

A. Place concrete in accordance with ACI 304R.

B. Place concrete for floor slabs in accordance with ACI 302.1R.

C. Repair underslab vapor retarder damaged during placement of concrete reinforcing. Repair with vapor retarder material; lap over damaged areas minimum 6 inches (150 mm) and seal watertight.

D. Separate slabs on grade from vertical surfaces with joint filler.

E. Place joint filler in floor slab pattern placement sequence. Set top to required elevations. Secure to resist movement by wet concrete.

F. Extend joint filler from bottom of slab to within 1/2 inch (13 mm) of finished slab surface. Conform to Section 07 9005 for finish joint sealer requirements.

G. Install joint devices in accordance with manufacturer's instructions.

H. Saw cut joints within 24 hours after placing. Use 3/16 inch (5 mm) thick blade, cut into 1/4 depth of slab thickness.

3.04 CONCRETE FINISHING

A. Concrete Slabs: Finish to requirements of ACI 302.1R, and as follows:1. Surfaces to Receive Thin Floor Coverings: "Steel trowel" as described in ACI 301.1R;

thin floor coverings include carpeting, resilient flooring, seamless flooring, thin set quarry tile, and thin set ceramic tile.

2. Other Surfaces to Be Left Exposed: "Steel trowel" as described in ACI 302.1R, minimizing burnish marks and other appearance defects.

B. In areas with floor drains, maintain floor elevation at walls; pitch surfaces uniformly to drains as indicated on drawings.

3.05 CURING AND PROTECTION

A. Comply with requirements of ACI 308R. Immediately after placement, protect concrete from premature drying, excessively hot or cold temperatures, and mechanical injury.

B. Maintain concrete with minimal moisture loss at relatively constant temperature for period necessary for hydration of cement and hardening of concrete.1. Normal concrete: Not less than 7 days.

C. Surfaces Not in Contact with Forms:1. Initial Curing: Start as soon as free water has disappeared and before surface is dry. Keep

continuously moist for not less than three days by water ponding, water-saturated sand, water-fog spray, or saturated burlap.

2. Final Curing: Begin after initial curing but before surface is dry.a. Moisture-Retaining Cover: Seal in place with waterproof tape or adhesive.

END OF SECTION



SECTION 05 75 00

FORMED METAL

PART 1 GENERAL


A. Exterior fabrications made of formed aluminum attached to wood trim as a "cladding".


A. Section 07 90 05 - Joint Sealers.


A. ASTM B 209 - Standard Specification for Aluminum and Aluminum-Alloy Sheet and Plate; 2007.

1.04 SUBMITTALS

A. Selection Samples: For each finish product specified, color chips representing manufacturer's full range of available colors and patterns.

B. Installer’s Qualifications.

C. Maintenance Data: Care of finishes and warranty requirements.


A. Installer Qualifications: Company specializing in performing work of the type specified in this section.

1.06 DELIVERY, STORAGE, AND HANDLING

A. Deliver products in manufacturer's original, unopened, undamaged containers with identification labels intact.1. Protect finishes by applying heavy duty removable plastic film during production.2. Package for protection against transportation damage.3. Provide markings to identify components consistently with drawings.4. Exercise care in unloading, storing and installing panels to prevent bending, warping,

twisting and surface damage.

B. Store products protected from exposure to harmful weather conditions and at temperature conditions recommended by manufacturer.1. Store in well ventilated space out of direct sunlight.2. Protect from moisture and condensation with tarpaulins or other suitable weather tight

covering installed to provide ventilation.3. Store at a slope to ensure positive drainage of any accumulated water.4. Do not store in any enclosed space where ambient temperature can exceed 120 degrees F.5. Avoid contact with any other materials that might cause staining, denting, or other surface

damage.

Maritime Montville FORMED METAL 05 75 00- 1


PART 2 PRODUCTS

2.01 FORMED METAL FABRICATIONS

A. General: Assemble metal panels, fasteners, and anchors in configurations and dimensions shown or described on the drawings.1. Provide panel jointing using reveal joints and gaskets but no sealant.2. Anchor panels to supporting framing with minimal exposed fasteners.

2.02 MATERIALS

A. Fasteners: 1. Exposed fasteners: Stainless steel; permitted only where absolutely unavoidable and

subject to prior approval of the Architect.2. Screws: Self-drilling or self-tapping Type 410 stainless steel or zinc-alloy steel hex washer

head, with EPDM or PVC washer under heads of fasteners bearing on weather side of metal wall panels.

B. Provide fabricator’s standard corrosion resistant accessories, including fasteners, clips, anchorage devices and attachments.

PART 3 EXECUTION

3.01 INSTALLATION

A. Do not handle or tool products during erection in manner that damages finish, decreases strength, or results in visual imperfection or failure in performance. Return component parts that require alteration to shop for refabrication, if possible, or for replacement with new parts.

B. Separate dissimilar metals; use gasket fasteners, isolation shims, or isolation tape where needed to eliminate possibility of electrolytic action between metals.

C. Install square, plumb, straight, and true, accurately fitted, with tight joints and intersections maintaining the following installation tolerances:1. Variation From Plane or Location: 1/2 inch in 30 feet of length and up to 3/4 inch in 300

feet, maximum.2. Deviation of Vertical Member From True Line: 0.1 inch in 25 feet run, maximum.3. Deviation of Horizontal Member From True Line: 0.1 inch in 25 feet run, maximum.4. Offset From True Alignment Between Two Adjacent Members Abutting End To End, In

Line: 0.03 inch, maximum.

D. Replace damaged products.

3.02 CLEANING

A. Remove protective film after installation of joint sealers, after cleaning of adjacent materials, and immediately prior to completion of work.

B. Remove temporary coverings and protection of adjacent work areas.

C. Clean installed products in accordance with manufacturer's instructions.

END OF SECTION

Maritime Montville FORMED METAL 05 75 00- 2


SECTION 06 10 00

ROUGH CARPENTRY

PART 1 GENERAL


A. Structural dimension lumber framing.

B. Non-structural dimension lumber framing.

C. Rough opening framing for doors, windows, and roof openings.

D. Sheathing.

E. Preservative treated wood materials.

F. Miscellaneous framing and sheathing.

G. Communications and electrical room mounting boards.

H. Concealed wood blocking, nailers, and supports.

I. Miscellaneous wood nailers, furring, and grounds.

J. Water-resistive barrier over wall sheathing.


A. Section 06 17 53 - Shop-Fabricated Wood Trusses.


A. APA PRP-108 - Performance Standards and Qualification Policy for Structural-Use Panels (Form E445); 2001.

B. ASTM A 153/A 153M - Standard Specification for Zinc Coating (Hot-Dip) on Iron and Steel Hardware; 2009.

C. ASTM A 653/A 653M - Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process; 2009a

D. ASTM E 84 - Standard Test Method for Surface Burning Characteristics of Building Materials; 2010.

E. AWPA C2 - Lumber, Timber, Bridge Ties and Mine Ties -- Preservative Treatment by Pressure Processes; American Wood Protection Association; 2003.

F. AWPA U1 - Use Category System: User Specification for Treated Wood; American Wood Protection Association; 2010.

G. PS 1 - Structural Plywood; 2007.

H. PS 2 - Performance Standard for Wood-Based Structural-Use Panels; National Institute of Standards and Technology, U.S. Department of Commerce; 2004.

I. PS 20 - American Softwood Lumber Standard; National Institute of Standards and Technology (Department of Commerce); 2005.

1.04 SUBMITTALS

Maritime Montville ROUGH CARPENTRY 06 10 00- 1


A. See Section 01 60 00 - Product Requirements, for submittal procedures.

B. Product Data: Provide technical data on insulated sheathing, wood preservative materials, and application instructions.


A. General: Cover wood products to protect against moisture. Support stacked products to prevent deformation and to allow air circulation.

PART 2 PRODUCTS

2.01 GENERAL REQUIREMENTS

A. Dimension Lumber: Comply with PS 20 and requirements of specified grading agencies.1. Species: Eastern Lumber, SPF, pressure treated (southern pine) unless otherwise indicated.2. If no species is specified, provide any species graded by the agency specified; if no grading

agency is specified, provide lumber graded by any grading agency meeting the specified requirements.

3. Lumber of other species or grades is acceptable provided structural and appearance characteristics are equivalent to or better than products specified.

B. Lumber fabricated from old growth timber is not permitted.

2.02 DIMENSION LUMBER FOR CONCEALED APPLICATIONS

A. Sizes: Nominal sizes as indicated on drawings, S4S.

B. Moisture Content: S-dry or MC19.

C. Stud Framing (2 by 2 through 2 by 6 ):1. Grade: No. 2.

D. Joist, Rafter, and Small Beam Framing (2 by 6 through 4 by 16 ):

E. Miscellaneous Framing, Blocking, Nailers, Grounds, and Furring:1. Lumber: S4S, No. 2 or Standard Grade, pressure treated.

2.03 STRUCTURAL COMPOSITE LUMBER

A. At Contractor's option, structural composite lumber may be substituted for concealed dimensionlumber and timbers.

2.04 CONSTRUCTION PANELS

A. Roof Sheathing: Oriented strand board wood structural panel; PS 2, Exposure 1.1. Thickness: 5/8 inch, nominal.2. Span Rating: 32/16.3. Edges: Tongue and groove.4. Exposure Time: Sheathing undamaged; water-resistive and air barrier layer intact after

exposure to weather for up to 300 days.5. Provide fastening guide on top panel surface with separate markings indicating fastener

spacing for 16 inches and 24 inches on center, respectively. 6. Manufacturers:

a. Huber Engineered Woods, LLC; Product: AdvanTech Sheathing. www.advantechperforms.com.

B. Wall Sheathing: APA PRP-108, Structural I Rated Sheathing, Exterior Exposure Class, and as follows:



1. Span Rating: 24/0.2. Thickness: 1/2 inch, nominal.

C. Wall Sheathing: Plywood, PS 1, Grade C-D, Exposure I.

D. Communications and Electrical Room Mounting Boards: PS 1 A-D plywood, or medium density fiberboard; 3/4 inch thick; flame spread index of 25 or less, smoke developed index of 450 or less, when tested in accordance with ASTM E 84.

2.05 ACCESSORIES

A. Fasteners and Anchors:1. Metal and Finish: Hot-dipped galvanized steel per ASTM A 153/A 153M for high

humidity and preservative-treated wood locations, unfinished steel elsewhere.

B. Sill Gasket on Top of Foundation Wall: 1/4 inch thick, plate width, closed cell plastic foam from continuous rolls.

2.06 FACTORY WOOD TREATMENT

A. Treated Lumber and Plywood: Comply with requirements of AWPA U1 - Use Category System for wood treatments determined by use categories, expected service conditions, and specific applications. 1. Preservative-Treated Wood: Provide lumber and plywood marked or stamped by an

ALSC-accredited testing agency, certifying level and type of treatment in accordance with AWPA standards.

B. Preservative Treatment:1. Preservative Pressure Treatment of Lumber Above Grade: AWPA U1, Use Category

UC3B, Commodity Specification A using waterborne preservative to 0.25 lb/cu ft retention.a. Kiln dry lumber after treatment to maximum moisture content of 19 percent.b. Treat lumber in contact with masonry or concrete.

PART 3 EXECUTION

3.01 PREPARATION

A. Install sill gasket under sill plate of framed walls bearing on foundations; puncture gasket cleanly to fit tightly around protruding anchor bolts.

B. Coordinate installation of rough carpentry members specified in other sections.

3.02 INSTALLATION - GENERAL

A. Select material sizes to minimize waste.

B. Reuse scrap to the greatest extent possible; clearly separate scrap for use on site as accessory components, including: shims, bracing, and blocking.

C. Where treated wood is used on interior, provide temporary ventilation during and immediately after installation sufficient to remove indoor air contaminants.

3.03 FRAMING INSTALLATION

A. Set structural members level, plumb, and true to line. Discard pieces with defects that would lower required strength or result in unacceptable appearance of exposed members.

B. Make provisions for temporary construction loads, and provide temporary bracing sufficient to



maintain structure in true alignment and safe condition until completion of erection and installation of permanent bracing.

C. Install structural members full length without splices unless otherwise specifically detailed.

D. Comply with member sizes, spacing, and configurations indicated, and fastener size and spacingindicated, but not less than required by applicable codes and AFPA Wood Frame Construction Manual.

E. Frame wall openings with two or more studs at each jamb; support headers on cripple studs.

3.04 BLOCKING, NAILERS, AND SUPPORTS

A. Provide framing and blocking members as indicated or as required to support finishes, fixtures, specialty items, and trim.

B. Specifically, provide the following non-structural framing and blocking:1. Cabinets and shelf supports.2. Wall brackets.3. Grab bars.4. Towel and bath accessories.5. Wall-mounted door stops.6. Chalkboards and marker boards.

3.05 INSTALLATION OF CONSTRUCTION PANELS

A. Roof Sheathing: Secure panels with long dimension perpendicular to framing members, with ends staggered and over firm bearing.1. Nail panels to framing; staples are not permitted.

B. Wall Sheathing: Secure with long dimension perpendicular to wall studs, with ends over firm bearing and staggered, using nails as scheduled.1. Place water-resistive barrier horizontally over wall sheathing, weather lapping edges and

ends.

C. Communications and Electrical Room Mounting Boards: Secure with screws to studs with edges over firm bearing; space fasteners at maximum 24 inches on center on all edges and into studs in field of board.1. At fire-rated walls, install board over wall board indicated as part of the fire-rated

assembly.



2. Where boards are indicated as full floor-to-ceiling height, install with long edge of board parallel to studs.

3. Install adjacent boards without gaps.4. Size: 48 by 96 inches, installed horizontally at ceiling height.

E. Wall Sheathing and Roof Sheathing with Laminated Water-Resistive Barrier and Air Barrier: Secure to studs as recommended by manufacturer.1. Install with laminated water-resistive and air barrier on exterior side of sheathing.2. Do not bridge building expansion joints; cut and space edges of panels to match spacing of

structural support elements.3. Apply manufacturer's standard seam tape to joints between sheathing panels. Use tape gun

or hard rubber roller as recommended by manufacturer.

3.06 TOLERANCES

A. Framing Members: 1/4 inch from true position, maximum.

B. Variation from Plane (Other than Floors): 1/4 inch in 10 feet maximum, and 1/4 inch in 30 feet maximum.

3.07 CLEANING

A. Waste Disposal: Comply with the requirements of Section 01 70 00.1. Comply with applicable regulations.2. Do not burn scrap on project site.3. Do not burn scraps that have been pressure treated.4. Do not send materials treated with pentachlorophenol, CCA, or ACA to co-generation

facilities or “waste-to-energy” facilities.

B. Do not leave any wood, shavings, sawdust, etc. on the ground or buried in fill.

C. Prevent sawdust and wood shavings from entering the storm drainage system.

END OF SECTION



SECTION 06 17 53

SHOP-FABRICATED WOOD TRUSSES

PART 1 GENERAL


A. Shop fabricated wood trusses for roof framing.

B. Bridging, bracing, and anchorage.


A. Section 06 10 00 - Rough Carpentry: Installation requirements for miscellaneous framing.

B. Section 06 10 00 - Rough Carpentry: Material requirements for blocking, bridging, plates, and miscellaneous framing.


A. ASTM A 653/A 653M - Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process; 2009a.

B. TPI 1 - National Design Standard for Metal Plate Connected Wood Truss Construction; Truss Plate Institute; 2002 and errata (ANSI/TPI 1).

C. TPI DSB-89 - Recommended Design Specification for Temporary Bracing of Metal Plate Connected Wood Trusses; Truss Plate Institute; 1989.

D. BCSI 1 - Building Component Safety Information Booklet: The Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses; joint publication of the Truss Plate Institute and the Wood Trust Council of America; 2008.

1.04 DESIGN REQUIREMENTS

A. Comply with applicable code for structural loading criteria.

1.05 SUBMITTALS


B. Shop Drawings: Show truss configurations, sizes, spacing, size and type of plate connectors, cambers, framed openings, bearing and anchor details, and bridging and bracing.1. Include identification of engineering software used for design.2. Provide shop drawings stamped or sealed by design engineer licensed in the State of

Maine.


A. Truss Design, Fabrication, and Installation: In accordance with TPI 1, TPI DSB-89, and BCSI

B. Designer Qualifications: Perform design by or under direct supervision of a Professional Structural Engineer experienced in design of this Work and licensed in Maine.

C. Fabricator Qualifications: Company specializing in manufacturing the products specified in thissection with minimum three years of documented experience.


A. Handle and erect trusses in accordance with BCSI 1.

Maritime Montville SHOP-FABRICATED WOOD TRUSSES 06 17 53- 1


B. Store trusses in vertical position resting on bearing ends.

PART 2 PRODUCTS

2.01 MATERIALS

A. Lumber:1. Moisture Content: Between 7 and 9 percent.

B. Steel Connectors: Hot-dipped galvanized steel sheet, ASTM A 653/A 653M Structural Steel (SS) Grade 33/230, with G90/Z275 coating; die stamped with integral teeth; thickness as indicated.

C. Truss Bridging: Type, size and spacing recommended by truss manufacturer.

2.02 FABRICATION

A. Fabricate trusses to achieve structural requirements specified.

B. Brace wood trusses in accordance with TPI DSB-89 and BCSI 1.

PART 3 EXECUTION

3.01 ERECTION

A. Install trusses in accordance with manufacturer's instructions and TPI DSB-89 and BCSI 1; maintain a copy of each TPI document on site until installation is complete.

B. Set members level and plumb, in correct position.

C. Make provisions for erection loads, and for sufficient temporary bracing to maintain structure plumb, and in true alignment until completion of erection and installation of permanent bracing.

D. Install permanent bridging and bracing.

E. Frame openings between trusses with lumber in accordance with Section 06 10 00.

F. Coordinate placement of decking with work of this section.

3.02 TOLERANCES

A. Framing Members: 1/2 inch maximum, from true position.

END OF SECTION

Maritime Montville SHOP-FABRICATED WOOD TRUSSES 06 17 53- 2


SECTION 06 20 00

FINISH CARPENTRY

PART 1 GENERAL


A. Finish carpentry items.

B. Wood casings and moldings.

C. Hardware and attachment accessories.


A. Section 06 10 00 - Rough Carpentry: Support framing, grounds, and concealed blocking.

B. Section 06 41 00 - Casework: Shop fabricated custom cabinet work.

C. Section 09 90 00 - Painting and Coating: Painting and finishing of finish carpentry items.


A. AWI/AWMAC/WI (AWS) - Architectural Woodwork Standards; 2009.

B. BHMA A156.9 - American National Standard for Cabinet Hardware; Builders Hardware Manufacturers Association; 2010 (ANSI/BHMA A156.9).

C. PS 1 - Structural Plywood; 2007.

D. PS 20 - American Softwood Lumber Standard; National Institute of Standards and Technology (Department of Commerce); 2005.


A. Fabricator Qualifications: Company specializing in fabricating the products specified in this section with minimum five years of documented experience.


A. Protect work from moisture damage.

PART 2 PRODUCTS

2.01 FINISH CARPENTRY ITEMS

A. Quality Grade: Unless otherwise indicated provide products of quality specified by AWI//AWMAC/WI Architectural Woodwork Standards for Premium Grade.

2.02 WOOD-BASED COMPONENTS

2.03 SHEET MATERIALS

A. Softwood Plywood Not Exposed to View: Any face species, veneer core; PS 1 Grade A-B; glue type as recommended for application.

B. Softwood Plywood Exposed to View: Face species as indicated, plain sawn, medium density fiberboard core; PS 1 Grade A-B; glue type as recommended for application.

2.04 FABRICATION

A. Shop assemble work for delivery to site, permitting passage through building openings.

Maritime Montville FINISH CARPENTRY 06 20 00- 1


B. When necessary to cut and fit on site, provide materials with ample allowance for cutting. Provide trim for scribing and site cutting.

2.05 SHOP FINISHING

A. Sand work smooth and set exposed nails and screws.

B. Apply wood filler in exposed nail and screw indentations.

C. Back prime woodwork items to be field finished, prior to installation.

PART 3 EXECUTION

3.01 INSTALLATION

A. Install work in accordance with AWI/AWMAC/WI Architectural Woodwork Standards requirements for grade indicated.

B. Set and secure materials and components in place, plumb and level.

C. Carefully scribe work abutting other components, with maximum gaps of 1/32 inch. Do not useadditional overlay trim to conceal larger gaps.

3.02 TOLERANCES

A. Maximum Variation from True Position: 1/16 inch.

B. Maximum Offset from True Alignment with Abutting Materials: 1/32 inch.

END OF SECTION

Maritime Montville FINISH CARPENTRY 06 20 00- 2


SECTION 06 41 00

ARCHITECTURAL WOOD CASEWORK

PART 1 GENERAL


A. Cabinet units in break room. CSR Counter.

B. Countertops.

C. Cabinet hardware.

D. Factory finishing.

E. Preparation for installing utilities.


A. Section 06 10 00 - Rough Carpentry: Support framing, grounds, and concealed blocking.


A. ANSI A208.2 - American National Standard for Medium Density Fiberboard for Interior Use; 2009.

B. BHMA A156.9 - American National Standard for Cabinet Hardware; Builders Hardware Manufacturers Association; 2010 (ANSI/BHMA A156.9).

C. PS 20 - American Softwood Lumber Standard; National Institute of Standards and Technology (Department of Commerce); 2005.

1.04 SUBMITTALS


B. Shop Drawings: Indicate materials, component profiles, fastening methods, jointing details, andaccessories.

C. Product Data: Provide data for hardware accessories.

D. Samples: Submit actual sample items of proposed pulls, hinges, shelf standards, and locksets, demonstrating hardware design, quality, and finish.


A. Protect units from moisture damage.

1.06 FIELD CONDITIONS

A. During and after installation of custom cabinets, maintain temperature and humidity conditions in building spaces at same levels planned for occupancy.

PART 2 PRODUCTS

2.01 CABINETS

A. Cabinets at break room:1. Grained Face Layout for Cabinet and Door Fronts: Style and Rail, all Grades.2. Cabinet Design Series: As selected by owner from mid-range standard cabinets.3. Cabinet Doors and Drawer Fronts: Stile and rail, raised panel style.

Maritime Montville ARCHITECTURAL WOOD CASEWORK 06 41 00- 1


2.02 COUNTERTOPS

A. Plastic Laminate Countertops: Medium density fiberboard substrate covered with HPDL, conventionally fabricated and self-edge banded.

2.03 ACCESSORIES

A. Adhesive: Type recommended by fabricator to suit application.

2.04 HARDWARE

A. Hardware: BHMA A156.9, types as recommended by fabricator for quality grade specified.

B. Drawer and Door Pulls: "U" shaped wire pull, steel with chrome finish, 4 inch centers.

C. Catches: Magnetic.

D. Drawer Slides:1. Type: Standard extension.2. Mounting: Side mounted.3. Features: Provide self closing/stay closed type.

E. Hinges: European style concealed self-closing type, steel with polished finish.

2.05 FABRICATION

A. Assembly: Shop assemble cabinets for delivery to site in units easily handled and to permit passage through building openings.

B. Edging: Fit shelves, doors, and exposed edges with specified edging. Do not use more than onepiece for any single length.

C. Fitting: When necessary to cut and fit on site, provide materials with ample allowance for cutting. Provide matching trim for scribing and site cutting.

D. Plastic Laminate: Apply plastic laminate finish in full uninterrupted sheets consistent with manufactured sizes. Fit corners and joints hairline; secure with concealed fasteners. Slightly bevel arises. Locate counter butt joints minimum 2 feet from sink cut-outs.

E. Mechanically fasten back splash to countertops with steel brackets at 16 inches on center.

F. Provide cutouts for plumbing fixtures. Verify locations of cutouts from on-site dimensions. Prime paint cut edges.

PART 3 EXECUTION

3.01 EXAMINATION

A. Verify adequacy of backing and support framing.

B. Verify location and sizes of utility rough-in associated with work of this section.

3.02 INSTALLATION

A. Set and secure custom cabinets in place, assuring that they are rigid, plumb, and level.

B. Use fixture attachments in concealed locations for wall mounted components.

C. Use concealed joint fasteners to align and secure adjoining cabinet units.



D. Carefully scribe casework abutting other components, with maximum gaps of 1/32 inch. Do notuse additional overlay trim for this purpose.

E. Secure cabinets to floor using appropriate angles and anchorages.

3.03 ADJUSTING

A. Adjust installed work.

B. Adjust moving or operating parts to function smoothly and correctly.

3.04 CLEANING

A. Clean casework, counters, shelves, hardware, fittings, and fixtures.

END OF SECTION



SECTION 07 11 13

BITUMINOUS DAMPPROOFING

PART 1 GENERAL


A. Bituminous dampproofing.


A. ASTM D 41 - Standard Specification for Asphalt Primer Used in Roofing, Dampproofing, and Waterproofing; 2005.

B. ASTM D 449 - Standard Specification for Asphalt Used in Dampproofing and Waterproofing; 2003 (Reapproved 2008).

C. ASTM D 1227 - Standard Specification for Emulsified Asphalt Used as a Protective Coating forRoofing; 1995 (Reapproved 2007).

D. ASTM D 2822 - Standard Specification for Asphalt Roof Cement, Asbestos-Containing; 2005.

1.03 SUBMITTALS


B. Product Data: Provide properties of primer, bitumen, and mastics.

C. Manufacturer's Installation Instructions: Indicate special procedures and perimeter conditions requiring special attention.


A. Maintain ambient temperatures above 40 degrees F for 24 hours before and during application until dampproofing has cured.

PART 2 PRODUCTS

2.01 COLD ASPHALTIC MATERIALS

A. Bitumen: Emulsified asphalt, ASTM D 1227; with fiber reinforcement other than asbestos (Type II).

B. Asphalt Primer: ASTM D 41, compatible with substrate.

C. Sealing Mastic: Asphalt roof cement, ASTM D 2822, Type I.

PART 3 EXECUTION

3.01 PREPARATION

A. Protect adjacent surfaces not designated to receive dampproofing.

B. Clean and prepare surfaces to receive dampproofing in accordance with manufacturer's instructions.

C. Do not apply dampproofing to surfaces unacceptable to manufacturer.

D. Apply mastic to seal penetrations, small cracks, or minor honeycomb in substrate.

3.02 APPLICATION

Maritime Montville BITUMINOUS DAMPPROOFING 07 11 13- 1


A. Foundation Walls: Apply two coats of asphalt dampproofing.

B. Apply bitumen with mop.

C. Apply bitumen in one coat, continuous and uniform, at a rate of 25 sq ft/gal per coat.

D. Apply from 2 inches below finish grade elevation down to top of footings.

E. Seal items projecting through dampproofing surface with mastic. Seal watertight.

END OF SECTION

Maritime Montville BITUMINOUS DAMPPROOFING 07 11 13- 2


SECTION 07 21 00

THERMAL INSULATION

PART 1 GENERAL


A. Board insulation at perimeter foundation wall, underside of floor slabs.

B. Batt insulation and vapor retarder in exterior wall, ceiling, and roof construction.

C. Batt insulation for sound control.


A. Section 06 10 00 - Rough Carpentry: Supporting construction for batt insulation.


A. ASTM C 578 - Standard Specification for Rigid, Cellular Polystyrene Thermal Insulation; 2009.

B. ASTM C 665 - Standard Specification for Mineral-Fiber Blanket Thermal Insulation for Light Frame Construction and Manufactured Housing; 2006.

C. ASTM C 1289 - Standard Specification for Faced Rigid Cellular Polyisocyanurate Thermal Insulation Board; 2008.

D. ASTM E 84 - Standard Test Method for Surface Burning Characteristics of Building Materials; 2010.

E. ASTM E 136 - Standard Test Method for Behavior of Materials in a Vertical Tube Furnace At 750 Degrees C; 2009b.

1.04 SUBMITTALS


B. Product Data: Provide data on product characteristics, performance criteria, and product limitations.

C. Manufacturer's Installation Instructions: Include information on special environmental conditions required for installation and installation techniques.

PART 2 PRODUCTS

2.01 FOAM BOARD INSULATION MATERIALS

A. Extruded Polystyrene Board Insulation: ASTM C 578, Type X; Extruded polystyrene board with either natural skin or cut cell surfaces; with the following characteristics:1. Flame Spread Index: 75 or less, when tested in accordance with ASTM E 84.2. Board Size: 48 x 96 inch., Thickness as indicated on drawings. Square Edges.3. Thermal Conductivity (k factor) at 25 degrees F: 0.18.4. Compressive Resistance: 15 psi. Board Density 1.3 lb/cu ft.

2.02 BATT INSULATION MATERIALS

A. Glass Fiber Batt Insulation: Flexible preformed batt or blanket, complying with ASTM C 665; friction fit.1. Combustibility: Non-combustible, when tested in accordance with ASTM E 136, except

for facing, if any.Maritime Montville THERMAL INSULATION 07 21 00- 1


2. Facing: as indicated on drawings.

2.03 ACCESSORIES

A. Tape: Bright aluminum self-adhering type, mesh reinforced, 2 inch wide.

B. Nails or Staples: Steel wire; electroplated, or galvanized; type and size to suit application.

C. Adhesive: Type recommended by insulation manufacturer for application.

PART 3 EXECUTION

3.01 EXAMINATION

A. Verify that substrate, adjacent materials, and insulation materials are dry and that substrates are ready to receive insulation and adhesive.

B. Verify substrate surfaces are flat, free of honeycomb, fins, irregularities, or materials or substances that may impede adhesive bond.

3.02 BOARD INSTALLATION AT FOUNDATION PERIMETER

A. Apply adhesive to back of boards:1. Three continuous beads per board length.

B. Install boards horizontally on foundation perimeter.1. Butt edges and ends tightly to adjacent boards and to protrusions.

C. Extend boards over expansion joints, unbonded to foundation on one side of joint.

D. Cut and fit insulation tightly to protrusions or interruptions to the insulation plane.

3.03 BOARD INSTALLATION UNDER CONCRETE SLABS

A. Place insulation under slabs on grade after base for slab has been compacted.

B. Cut and fit insulation tightly to protrusions or interruptions to the insulation plane.

C. Prevent insulation from being displaced or damaged while placing vapor retarder and placing slab.

3.04 BATT INSTALLATION

A. Install insulation and vapor retarder in accordance with manufacturer's instructions.

B. Install in exterior wall and roof spaces without gaps or voids. Do not compress insulation.

C. Trim insulation neatly to fit spaces. Insulate miscellaneous gaps and voids.

D. Fit insulation tightly in cavities and tightly to exterior side of mechanical and electrical services within the plane of the insulation.

E. Install with factory applied vapor retarder membrane facing warm side of building spaces. Lap ends and side flanges of membrane over framing members.

F. Tape seal butt ends, lapped flanges, and tears or cuts in membrane.

G. At wood framing, place vapor retarder on warm side of insulation by stapling at 6 inches on center. Lap and seal sheet retarder joints over member face.

H. Tape seal tears or cuts in vapor retarder.

I. Extend vapor retarder tightly to full perimeter of adjacent window and door frames and other

Maritime Montville THERMAL INSULATION 07 21 00- 2


items interrupting the plane of the membrane. Tape seal in place.

3.05 PROTECTION

A. Do not permit installed insulation to be damaged prior to its concealment.

END OF SECTION

Maritime Montville THERMAL INSULATION 07 21 00- 3


SECTION 07 21 26

BLOWN INSULATION

PART 1 GENERAL


A. Ceiling: Loose insulation pneumatically placed through access holes over batt insulation.


A. Section 07 21 00 - Thermal Insulation: Batt Insulation.


A. ASTM C 764 - Standard Specification for Mineral Fiber Loose-Fill Thermal Insulation; 2007.

B. ASTM C 1015 - Standard Practice for Installation of Cellulosic and Mineral Fiber Loose-Fill Thermal Insulation; 2006.

1.04 SUBMITTALS


B. Product Data: Provide data on product characteristics, performance criteria, limitations.

PART 2 PRODUCTS

2.01 MATERIALS

A. Loose Fill Insulation: ASTM C 764, mineral wool fiber type, nodulated for pour and bulk for pneumatic placement.1. Thermal Conductivity: 0.27 BTU in/(hr sq ft deg F).2. Installed Thickness: As indicated on drawings.

B. Ventilation Baffles: Formed plastic.

PART 3 EXECUTION

3.01 INSTALLATION

A. Install insulation and ventilation baffle in accordance with ASTM C 1015 and manufacturer's instructions.

B. Place insulation against baffles. Do not impede natural attic ventilation to soffit.

C. Completely fill intended spaces. Leave no gaps or voids.

3.02 CLEANING

A. Remove loose insulation residue.

END OF SECTION

Maritime Montville BLOWN INSULATION 07 21 26- 1


SECTION 07 31 13

ASPHALT SHINGLES

PART 1 GENERAL


A. Asphalt shingle roofing.

B. Flexible sheet membranes for eave protection and underlayment.

C. Associated metal flashings and accessories.


A. Section 06 10 00 – Rough Carpentry: Roof decking.


A. ASTM D 1970 - Standard Specification for Self-Adhering Polymer Modified Bituminous Sheet Materials Used as Steep Roofing Underlayment for Ice Dam Protection; 2009.

B. ASTM D 3462 - Standard Specification for Asphalt Shingles Made From Glass Felt and Surfaced With Mineral Granules; 2009a.

C. ASTM D 4586 - Standard Specification for Asphalt Roof Cement, Asbestos-Free; 2007.

D. ICC-ES AC188 - Acceptance Criteria for Roof Underlayments; 2007.

E. NRCA MS104 - The NRCA Steep Roofing Manual; National Roofing Contractors Association; 2001, Fifth Edition, with interim updates.

1.04 SUBMITTALS


B. Product Data: Provide data indicating material characteristics.

C. Samples: Submit two samples of each shingle color indicating color range and finish texture/pattern; for color selection.


A. Perform Work in accordance with the recommendations of NRCA Steep Roofing Manual.


A. Do not install shingles or eave protection membrane when surface temperatures are below 45 degrees F.

PART 2 PRODUCTS

2.01 SHINGLES

A. Asphalt Shingles: Asphalt-coated glass felt, mineral granule surfaced, complying with ASTM D3462; Class A fire resistance. Architectural grade laminated shingles.


A. Eave Protection Membrane: Self-adhering polymer-modified asphalt sheet complying with ASTM D 1970; 40 mil total thickness; with strippable treated release paper and polyethylene

Maritime Montville ASPHALT SHINGLES 07 31 13- 1


sheet top surface.

B. Underlayment: Synthetic non-asphaltic sheet, intended by manufacturer for mechanically fastened roofing underlayment without sealed seams.1. Minimum Requirements: Comply with requirements of ICC-ES AC188 for non-self-

adhesive sheet.2. Self Sealability: Passing nail sealability test specified in ASTM D 1970.3. Ultraviolet Resistance and Weatherability: Approved in writing by manufacturer for

exposure to weather for minimum of 12 months.4. Low Temperature Flexibility: Passing test specified in ASTM D 1970.5. Fasteners: As specified by manufacturer and building code qualification report or

approval, if any.

2.03 ACCESSORIES

A. Nails: Standard round wire shingle type, of hot-dipped zinc coated steel, 12 gage, 0.105 inch shank diameter, 3/8 inch head diameter, of sufficient length to penetrate through roof sheathing or 3/4 inch into roof sheathing or decking.

B. Plastic Cement: ASTM D 4586, asphalt roof cement.

C. Lap Cement: Fibrated cutback asphalt type, recommended for use in application of underlayment, free of toxic solvents.

D. Ridge Vents: Plastic, extruded with vent openings that do not permit direct water or weather entry; flanged to receive shingles.

2.04 METAL FLASHINGS

A. Metal Flashings: Provide sheet metal eave edge, gable edge, chimney flashing, and other flashing indicated.1. Form flashings to profiles indicated on Drawings.

B. Sheet Metal: Prefinished aluminum, 0.016 inch thick; painted coating, bronze color.

PART 3 EXECUTION

3.01 EXAMINATION

A. Verify existing conditions prior to beginning work.

B. Verify that deck is of sufficient thickness to accept fasteners.

C. Verify that roof penetrations and plumbing stacks are in place and flashed to deck surface.

D. Verify deck surfaces are dry, free of ridges, warps, or voids.

3.02 PREPARATION

A. Seal roof deck joints wider than 1/16 inch with deck tape.

B. At areas where eave protection membrane is to be adhered to substrate, fill knot holes and surface cracks with latex filler.

C. Broom clean deck surfaces before installing underlayment or eave protection.

D. Install eave edge flashings tight with fascia boards. Weather lap joints 2 inches and seal with plastic cement. Secure flange with nails spaced 12 inches on center.



3.03 INSTALLATION - EAVE PROTECTION MEMBRANE

A. Install eave protection membrane from eave edge to minimum 4 ft up-slope beyond interior faceof exterior wall.

B. Install eave protection membrane in accordance with manufacturer's instructions.

3.04 INSTALLATION - UNDERLAYMENT

A. Install underlayment perpendicular to slope of roof, with ends and edges weather lapped minimum 4 inches. Stagger end laps of each consecutive layer. Nail in place. Weather lap minimum 4 inches over eave protection.

B. Items projecting through or mounted on roof: Weather lap and seal watertight with plastic cement.

3.05 INSTALLATION - SHINGLES

A. Install shingles in accordance with manufacturer's instructions.1. Fasten strip shingles using 4 nails per strip, or as required by code, whichever is greater.

B. Project first course of shingles 1/2 inch beyond drip edge, provide double starter course..

C. Extend shingles 1/2 inch beyond face of gable edge fascia boards.

D. Extend shingles on one slope across valley and fasten. Trim shingles from other slope 2 inches from valley center line to achieve closed cut valley, concealing the valley protection.

E. Complete installation to provide weather tight service.

3.06 PROTECTION

A. Do not permit traffic over finished roof surface.

END OF SECTION



SECTION 07 46 33

PLASTIC SIDING

PART 1 GENERAL


A. Vinyl siding and trim.

B. Vinyl soffit and trim.


A. Section 06 10 00 - Rough Carpentry: Siding substrate.

B. Section 06 10 00 - Rough Carpentry: Water-resistive barrier under siding.

C. Section 07 90 05 - Joint Sealers.

D. Section 05 75 00 – Formed Metal: Metal wrapped trim.


A. ASTM D635 - Standard Test Method for Rate of Burning and/or Extent and Time of Burning of Plastics in a Horizontal Position; 2010.

B. ASTM D3679 - Standard Specification for Rigid Poly(Vinyl Chloride) (PVC) Siding; 2009a.

C. ASTM D4477 - Standard Specification for Rigid (Unplasticized) Poly(Vinyl Chloride) (PVC) Soffit; 2009.

D. ASTM D5206 - Standard Test Method for Windload Resistance of Rigid Plastic Siding; 2006a.

E. VSI (INST) - Vinyl Siding Installation Manual; Vinyl Siding Institute, Society of the Plastics Industry; 2007.

1.04 SUBMITTALS

A. Product Data: Manufacturer's data sheets on each product to be used, including:1. Preparation instructions and recommendations.2. Storage and handling requirements and recommendations.3. Installation methods.

B. Samples: Provide samples in colors specified, not less than 12 inches in length.

C. Color Charts: Where colors are not specified, provide samples of manufacturer's entire color line for selection.


A. Installer Qualifications: Not less than three years of experience with products specified.


A. Store products in manufacturer's unopened packaging until ready for installation.

B. Store and dispose of solvent-based materials, and materials used with solvent-based materials, in accordance with requirements of local authorities having jurisdiction.

PART 2 PRODUCTS

Maritime Montville PLASTIC SIDING 07 46 33 - 1


2.01 MATERIALS

A. General Requirements:1. Siding: Comply with ASTM D3679 Class 2.2. Soffit: Comply with ASTM D4477.3. Wind Resistance: Capable of withstanding minimum of 30 psf negative pressure, when

tested in accordance with ASTM D5206.4. Horizontal Flammability, when tested in accordance with ASTM D635:

a. Burn distance: 20 mm, maximum.b. Burn time: Less than 5 seconds.

B. Horizontal Vinyl Siding:1. Profile: Clapboard, Double 4-Inch; 4 inches wide; 8 inch exposure.2. Thickness: 0.038 inch, minimum.3. Length: 12 feet, minimum.4. Nailing Hem: Single layer, with 1-1/8 inch long nail holes at maximum 18 inches on

center.5. Finish: Smooth.6. Color: As selected by Owner from manufacturers full range of available colors.

C. Vinyl Soffit:1. Thickness: 0.038 inch, minimum.2. Length: 12 feet, minimum; where available, provide up to 12 foot by 12 foot panels.3. Nailing Hem: Single layer, with 1-1/8 inch long nail holes at maximum 18 inches on

center.4. Finish: Smooth.5. Color: Match siding.

D. Accessories: Provide coordinating accessories made of same material as required for complete and proper installation whether or not specifically shown on the drawings.1. Color: Match adjacent siding or soffit panels.2. Length:

a. Corner Posts: 10 feet, minimum.b. Other Trim: 12.5 feet, minimum.

3. Profiles: Provide types as indicated on the drawings.4. Corner Posts:

a. Outside Corner Width: 6 inches].5. Gable Trim: 5 inches wide.6. Frieze Board: 6 inches wide.7. Window and Door Surround: 3-1/2 inches wide.8. Other Linear Trim: 3-1/2 inches wide unless otherwise indicated.

E. Fasteners: Aluminum nails, alloy 5056 or 6110, with minimum tensile strength of 63,000 pounds per square inch; length as required to penetrate framing at least 3/4 inch.

F. Joint Sealers: As specified in Section 07 90 05.

PART 3 EXECUTION

3.01 EXAMINATION

A. Examine substrate conditions before beginning installation; verify dimensions and acceptability of substrate.

B. Verify that weather barrier has been installed over substrate completely and correctly.



C. Do not proceed with installation until unacceptable conditions have been corrected.

D. If substrate preparation is the responsibility of another installer, notify Architect of unsatisfactory preparation before proceeding.

3.02 INSTALLATION

A. Install siding, soffit, and trim in accordance with manufacturer's printed installation instructions.

B. Attach securely to sheathing, with horizontal components true to level and vertical components true to plumb, providing a weather resistant installation.

C. Install joint sealers between siding/soffit/trim and adjacent construction, using procedures specified in Section 07 90 05.

D. Clean dirt from surface of installed products, using mild soap and water.

3.03 PROTECTION

A. Protect installed products until completion of project.

B. Touch-up, repair or replace damaged products before Substantial Completion.

END OF SECTION



SECTION 07 62 00

SHEET METAL FLASHING AND TRIM

PART 1 GENERAL


A. Fabricated sheet metal items, including flashings and counterflashings.


A. Section 07 31 13 - Asphalt Shingles: Flashings associated with shingle roofing.

B. Section 07 90 05 - Joint Sealers.


A. AAMA 611 - Voluntary Specification for Anodized Architectural Aluminum; American Architectural Manufacturers Association; 1998.

B. AAMA 2604 - Voluntary Specification, Performance Requirements and Test Procedures for High Performance Organic Coatings on Aluminum Extrusions and Panels; 2005.

C. ASTM B 209 - Standard Specification for Aluminum and Aluminum-Alloy Sheet and Plate; 2007.

D. ASTM B 209M - Standard Specification for Aluminum and Aluminum-Alloy Sheet and Plate [Metric]; 2007.

E. ASTM D 4586 - Standard Specification for Asphalt Roof Cement, Asbestos-Free; 2007.

F. SMACNA (ASMM) - Architectural Sheet Metal Manual; Sheet Metal and Air Conditioning Contractors' National Association; 2003.

1.04 SUBMITTALS



A. Perform work in accordance with SMACNA Architectural Sheet Metal Manual requirements and standard details, except as otherwise indicated.

PART 2 PRODUCTS


A. Aluminum: ASTM B 209 (ASTM B 209M); 0.032 inch thick; anodized finish of color as selected.

B. Pre-Finished Aluminum: ASTM B 209 (ASTM B 209M); 0.032 inch thick; plain finish shop pre coated with fluoropolymer coating of color as selected.1. Fluoropolymer Coating: High Performance Organic Finish, AAMA 2604; multiple coat,

thermally cured fluoropolymer finish system; color as scheduled.

2.02 ACCESSORIES

A. Plastic Cement: ASTM D 4586, Type I.

2.03 FABRICATION

Maritime Montville SHEET METAL FLASHING AND TRIM 07 62 00- 1


A. 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. Form material with flat lock seams, except where otherwise indicated. At moving joints, use sealed lapped, bayonet-type or interlocking hooked seams.

E. Fabricate corners from one piece with minimum 18 inch long legs; seam for rigidity, seal with sealant.

F. Fabricate vertical faces with bottom edge formed outward 1/4 inch (6 mm) and hemmed to formdrip.

PART 3 EXECUTION

3.01 INSTALLATION

A. Secure flashings in place using concealed fasteners. Use exposed fasteners only where permitted.

B. Apply plastic cement compound between metal flashings and felt flashings.

C. Fit flashings tight in place. Make corners square, surfaces true and straight in planes, and lines accurate to profiles.

END OF SECTION

Maritime Montville SHEET METAL FLASHING AND TRIM 07 62 00- 2


SECTION 07 90 05

JOINT SEALERS

PART 1 GENERAL


A. Sealants and joint backing.

B. Precompressed foam sealers.


A. Section 06 10 00 – Rough Carpentry: Weather Barriers, Sealants required in conjunction with air barriers and vapor retarders:


A. ASTM C 920 - Standard Specification for Elastomeric Joint Sealants; 2010.

B. ASTM C 1193 - Standard Guide for Use of Joint Sealants; 2009.

C. ASTM D 1667 - Standard Specification for Flexible Cellular Materials--Poly(Vinyl Chloride) Foam (Closed-Cell); 2005.

1.04 SUBMITTALS


B. Product Data: Provide data indicating sealant chemical characteristics.

C. Manufacturer's Installation Instructions: Indicate special procedures.


A. Maintain one copy of each referenced document covering installation requirements on site.

B. Manufacturer Qualifications: Company specializing in manufacturing the Products specified in this section with minimum three years documented experience.


A. Maintain temperature and humidity recommended by the sealant manufacturer during and after installation.

1.07 WARRANTY

A. Correct defective work within a five year period after Date of Substantial Completion.

B. Warranty: Include coverage for installed sealants and accessories which fail to achieve airtight seal, exhibit loss of adhesion or cohesion, or do not cure.

PART 2 PRODUCTS

2.01 MANUFACTURERS

A. Silicone Sealants: 1. Momentive Performance Materials, Inc (formerly GE Silicones): www.momentive.com.2. Pecora Corporation: www.pecora.com.

Maritime Montville JOINT SEALERS 07 90 05- 1


3. BASF Construction Chemicals-Building Systems: www.chemrex.com.4. Substitutions: See Section 01 60 00 - Product Requirements.

B. Polysulfide Sealants:1. Pecora Corporation: www.pecora.com.2. BASF Construction Chemicals-Building Systems: www.chemrex.com.3. Substitutions: See Section 01 60 00 - Product Requirements.

C. Acrylic Sealants:1. Tremco Global Sealants: www.tremcosealants.com.2. Red Devil; Siliconized Acrylic Construction Grade (35 Year) Sealant: www.reddevil.com.3. Substitutions: See Section 01 60 00 - Product Requirements.

D. Preformed Compressible Foam Sealers:1. EMSEAL Joint Systems, Ltd: www.emseal.com.2. Sandell Manufacturing Company, Inc: www.sandellmfg.com.3. Substitutions: See Section 01 60 00 - Product Requirements.

2.02 SEALANTS

A. Sealants and Primers - General: Provide products having volatile organic compound (VOC) content as required by the State of Maine or Federal Regulations.

B. Type 1 - General Purpose Exterior Sealant: Polyurethane or Polysulfide; ASTM C 920, Grade NS, Class 25, Uses M, G, and A; single component.1. Color: Standard colors matching finished surfaces.2. Applications: Use for:

a. Control, expansion, and soft joints in masonry.b. Joints between concrete and other materials.c. Joints between metal frames and other materials.d. Other exterior joints for which no other sealant is indicated.

C. Type 3 - Exterior Expansion Joint Sealer: Precompressed foam sealer; urethane with water-repellent;1. Face color: gray.2. Size as required to provide weathertight seal when installed.3. Applications: Use for:

a. Exterior wall expansion joints.

D. Type 2 - Bathtub/Tile Sealant: White silicone; ASTM C 920, Uses I, M and A; single component, mildew resistant.

E. Type 5 - Silicone Sealant: ASTM C 920, Grade NS, Class 25,; single component, solvent curing, non-sagging, non-staining, fungus resistant, non-bleeding.1. Color: Standard colors matching finished surfaces.2. Movement Capability: Plus and minus 25 percent.3. Service Temperature Range: -65 to 180 degrees F.

2.03 ACCESSORIES

A. Primer: Non-staining type, recommended by sealant manufacturer to suit application.

B. Joint Backing: Round foam rod compatible with sealant; ASTM D 1667, closed cell PVC; oversized 30 to 50 percent larger than joint width.



C. Bond Breaker: Pressure sensitive tape recommended by sealant manufacturer to suit application.

PART 3 EXECUTION

3.01 EXAMINATION

A. Verify that substrate surfaces are ready to receive work.

3.02 PREPARATION

A. Remove loose materials and foreign matter that could impair adhesion of sealant.

B. Clean and prime joints in accordance with manufacturer's instructions.

C. Perform preparation in accordance with manufacturer's instructions and ASTM C 1193.

D. Protect elements surrounding the work of this section from damage or disfigurement.

3.03 INSTALLATION

A. Perform work in accordance with sealant manufacturer's requirements for preparation of surfaces and material installation instructions.

B. Perform installation in accordance with ASTM C 1193.

C. Install bond breaker where joint backing is not used.

D. Install sealant free of air pockets, foreign embedded matter, ridges, and sags.

E. Apply sealant within recommended application temperature ranges. Consult manufacturer when sealant cannot be applied within these temperature ranges.

F. Tool joints concave.

G. Precompressed Foam Sealant: Do not stretch; avoid joints except at corners, ends, and intersections; install with face 1/8 to 1/4 inch below adjoining surface.

3.04 CLEANING

A. Clean adjacent soiled surfaces.

3.05 PROTECTION

A. Protect sealants until cured.

3.06 SCHEDULE

A. Exterior Joints for Which No Other Sealant Type is Indicated: Type 1.

D. Under Exterior Door Thresholds: Type 2.

END OF SECTION



SECTION 08 11 13

HOLLOW METAL DOORS AND FRAMES

PART 1 GENERAL


A. Non-fire-rated steel doors and frames.

B. Steel frames for wood doors.

C. Fire-rated steel doors and frames.

D. Thermally insulated steel doors.

E. Steel glazing frames.


A. Section 08 80 00 - Glazing: Glass for doors.

B. Section 09 90 00 - Painting and Coating: Field painting.

C. Section 08 14 16 – Wood Doors.

D. Section 08 11 16 – Storefront.


A. ANSI/ICC A117.1 - American National Standard for Accessible and Usable Buildings and Facilities; International Code Council; 2003.

B. ANSI A250.8 - SDI-100 Recommended Specifications for Standard Steel Doors and Frames; 2003.

C. ASTM A 653/A 653M - Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process; 2009a.

D. ASTM C 1363 - Standard Test Method for Thermal Performance of Building Assemblies by Means of a Hot Box Apparatus; 2005.

E. BHMA A156.115 - Hardware Preparation in Steel Doors and Steel Frames; 2006.

F. NAAMM HMMA 840 - Guide Specifications for Installation and Storage of Hollow Metal Doors and Frames; The National Association of Architectural Metal Manufacturers; 2007.

G. NAAMM HMMA 861 - Guide Specifications for Commercial Hollow Metal Doors and Frames;The National Association of Architectural Metal Manufacturers; 2006.

H. NFPA 80 - Standard for Fire Doors and Other Opening Protectives; 2010.

I. UL (BMD) - Building Materials Directory; Underwriters Laboratories Inc.; current edition.

1.04 SUBMITTALS

A. See Section 01 60 00 - Product Requirements for submittal procedures.

B. Shop Drawings: Details of each opening, showing elevations, glazing, frame profiles, and identifying location of different finishes, if any.

C. Installation Instructions: Manufacturer's published instructions, including any special

Maritime Montville HOLLOW METAL DOORS AND FRAMES 08 11 13- 1


installation instructions relating to this project.

D. Manufacturer's Certificate: Certification that products meet or exceed specified requirements.


A. Store in accordance with NAAMM HMMA 840.

B. Protect with resilient packaging; avoid humidity build-up under coverings; prevent corrosion.

PART 2 PRODUCTS

2.01 DOORS AND FRAMES

A. Requirements for All Doors and Frames:1. Accessibility: Comply with ANSI/ICC A117.1.2. Door Top Closures: Flush with top of faces and edges.3. Door Edge Profile: Flush.4. Door Texture: Smooth faces.5. Glazed Lights: Non-removable stops on non-secure side; sizes and configurations as

indicated on drawings.6. Hardware Preparation: In accordance with BHMA A156.115, with reinforcement welded

in place, in addition to other requirements specified in door grade standard.7. Galvanizing: All components hot-dipped zinc-iron alloy-coated (galvannealed),

manufacturer's standard coating thickness.8. Finish: Factory primed, for field finishing.

B. Combined Requirements: If a particular door and frame unit is indicated to comply with more than one type of requirement, comply with all the specified requirements for each type; for instance, an exterior door that is also indicated as being sound-rated must comply with the requirements specified for exterior doors and for sound-rated doors; where two requirements conflict, comply with the most stringent.

2.02 STEEL DOORS

A. Exterior Doors:1. Grade: NAAMM HMMA 861, physical performance Level A.2. Core: Polystyrene foam.3. Skin: 16 ga.4. Galvanizing: All components hot-dipped zinc-iron alloy-coated (galvannealed) in

accordance with ASTM A 653/A 653M, with manufacturer's standard coating thickness.5. Insulating Value: U-value of 0.50, when tested in accordance with ASTM C 1363.6. Weatherstripping: Separate, see Section 08 71 00.

B. Interior Doors, Fire-Rated:1. Fire Rating: As indicated on Door and Frame Schedule, tested in accordance with UL 10C

("positive pressure").a. Provide units listed and labeled by UL.b. Attach fire rating label to each fire rated unit.

2.03 STEEL FRAMES

A. General:1. Comply with the requirements of grade specified for corresponding door.



a. ANSI A250.8 Level 4 Doors: 12 gage frames.2. Finish: Factory primed, for field finishing.

B. Exterior Door Frames: Face welded, seamless with joints filled.1. Galvanizing: All components hot-dipped zinc-iron alloy-coated (galvannealed) in

accordance with ASTM A 653/A 653M, with manufacturer's standard coating thickness.

C. Interior Door Frames, Non-Fire-Rated: Knock-down type.1. Finish: Factory primed, for field finishing.

D. Interior Door Frames, Fire-Rated: Knock-down type.1. Fire Rating: Same as door, labeled.

E. Frames for Interior Glazing or Borrowed Lights: Construction and face dimensions to match door frames, and as indicated on drawings.

2.04 ACCESSORY MATERIALS

A. Glazing: As specified in Section 08 80 00, factory installed.

B. Silencers: Resilient rubber, fitted into drilled hole; 3 on strike side of single door, 3 on center mullion of pairs, and 2 on head of pairs without center mullions.

C. Temporary Frame Spreaders: Provide for all factory- or shop-assembled frames.

2.05 FINISH MATERIALS

A. Primer: Rust-inhibiting, complying with ANSI A250.10, baked on.

PART 3 EXECUTION

3.01 EXAMINATION

A. Verify that opening sizes and tolerances are acceptable.

3.02 INSTALLATION

A. Install in accordance with the requirements of the specified door grade standard and NAAMM HMMA 840.

B. In addition, install fire rated units in accordance with NFPA 80.

C. Coordinate frame anchor placement with wall construction.

D. Coordinate installation of hardware.

E. Coordinate installation of glazing.

F. Touch up damaged factory finishes.

3.03 TOLERANCES

A. Clearances Between Door and Frame: As specified in ANSI A250.8.

B. Maximum Diagonal Distortion: 1/16 in measured with straight edge, corner to corner.

3.04 ADJUSTING

A. Adjust for smooth and balanced door movement.

END OF SECTION


John E. Hansen, Architect April 22, 2019

SECTION 08 11 16

ALUMINUM DOORS AND FRAMES

PART 1 GENERAL


A. Tubular aluminum doors.

B. Aluminum door frames.

C. Accessories, including louvers, fasteners, and brackets.


A. Section 08 71 00 - Door Hardware.

B. Section 08 80 00 - Glazing.


A. AAMA 609 - Voluntary Guide Specification for Cleaning and Maintenance of Architectural Anodized Aluminum; American Architectural Manufacturers Association; 2009.

B. AAMA 611 - Voluntary Specification for Anodized Architectural Aluminum; American Architectural Manufacturers Association; 1998.

C. AAMA 701/702 - Voluntary Specifications for Pile Weatherstripping and Replaceable Fenestration Weatherseals; American Architectural Manufacturers Association; 2004.

D. ASTM A123/A123M - Standard Specification for Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel Products; 2009.

E. ASTM B221 - Standard Specification for Aluminum and Aluminum-Alloy Extruded Bars, Rods, Wire, Profiles, and Tubes; 2008.

F. ASTM B221M - Standard Specification for Aluminum and Aluminum-Alloy Extruded Bars, Rods, Wire, Profiles, and Tubes [Metric]; 2007.

1.04 SUBMITTALS


B. Product Data: Manufacturer's descriptive literature for each type of door; include information onfabrication methods.

C. Shop Drawings: Include elevations of each opening type.1. Verify dimensions by field measurements before fabrication and indicate on shop drawings.


A. Manufacturer Qualifications: Not less than 5 years of experience in manufacturing components of the types specified.


A. Deliver aluminum components in manufacturer's standard protective packaging, palleted, crated, or banded together.

Maritime Montville ALUMINUM DOORS AND FRAMES 08 11 16 - 1


B. Inspect delivered components for damage and replace. Repaired components will not be accepted.

C. Store components under cover in manufacturer's packaging until installation.

PART 2 PRODUCTS

2.01 MATERIALS

A. Extruded Aluminum: ASTM B221 (ASTM B221M), alloy 6063-T5 or alloy 6463-T5.

2.02 COMPONENTS

A. Tubular Aluminum Doors: Provide 1-3/4 in thick glazed doors using materials as follows:1. Framing: Extruded aluminum tubing, 0.125 in minimum thickness, with heavy-duty plated

steel through bolts in rails.a. Stile width: As indicated on drawings.

2. Glazing: 1 inch thick insulating units made up of clear, 1/4 inch tempered glass.3. Replaceable Weatherstripping: AAMA 701/702 wool pile.

B. Aluminum Door Frames: Provide frames sized to fit wall thicknesses indicated on the drawings,in profiles indicated, and constructed from materials as follows:1. Frame Members: Extruded aluminum shapes, not less than 0.062 inch thick, reinforced at

hinge and strike locations.2. Corner Brackets: Extruded aluminum, fastened with stainless steel screws.3. Trim: Extruded aluminum, not less than 0.062 inch thick, removable snap-in type without

exposed fasteners.4. Replaceable Weatherstripping: AAMA 701/702 wool pile.

2.03 FINISHES

A. Finish: Clear anodic coating; AAMA 611 AA-M12C22A31 Class II, minimum thickness 0.4 mil.

2.04 FABRICATION

A. Door sizes shown are nominal; provide standard clearances as follows:1. Hinge and Lock Stiles: 0.125 inch.2. Between Meeting Stiles: 0.250 inch.3. At Top Rail and Bottom Rail: 0.125 inch.

B. Aluminum frames: Sizes and contours as indicated on drawings.

2.05 ACCESSORIES

A. Fasteners: Aluminum, non-magnetic stainless steel, or other material warranted by manufacturer as non-corrosive and compatible with aluminum components.

B. Brackets and Reinforcements: Manufacturer's high-strength aluminum units where feasible, otherwise, non-magnetic stainless steel or steel hot-dip galvanized in compliance with ASTM A123/A123M.

PART 3 EXECUTION

3.01 EXAMINATION

A. Verify that wall surfaces and openings are ready to receive frames and are within tolerances



specified in manufacturer's instructions.

B. Verify that frames installed by other trades for installation of doors of this section are in strict accordance with recommendations and approved shop drawings and within tolerances specified in manufacturer's instructions.

3.02 PREPARATION

A. Perform cutting, fitting, forming, drilling, and grinding of frames as required for project conditions.

B. Replace components with damage to exposed finishes.

C. Separate dissimilar metals to prevent electrolytic action between metals.

3.03 INSTALLATION

A. Install doors and frames in accordance with manufacturer's instructions and approved shop drawings.

B. Set frames plumb, square, level, and aligned to receive doors. Anchor frames to adjacent construction in strict accordance with manufacturer's recommendations and within specified tolerances.

C. Where aluminum surfaces contact metals other than stainless steel, zinc, or small areas of white bronze, protect from direct contact by painting dissimilar metal with heavy coating of bituminous paint.

D. Hang doors and adjust hardware to achieve specified clearances and proper door operation.

3.04 CLEANING

A. Upon completion of installation, thoroughly clean door and frame surfaces in accordance with AAMA 609.

B. Do not use abrasive, caustic, or acid cleaning agents.

3.05 PROTECTION

A. Protect products of this section from damage caused by subsequent construction until substantial completion.

B. Replace damaged or defective components that cannot be repaired to a condition indistinguishable from undamaged components.

END OF SECTION



SECTION 08 14 16

FLUSH WOOD DOORS

PART 1 GENERAL


A. Flush wood doors; flush configuration; non-rated.


A. Section 08 11 13 - Hollow Metal Doors and Frames.

B. Section 08 71 00 - Door Hardware.

C. Section 08 80 00 – Glazing.

D. Section 08 11 16 – Aluminum Doors & Frames.


A. WDMA I.S.1-A - Architectural Wood Flush Doors; Window and Door Manufacturers Association; 2004.

1.04 SUBMITTALS

A. See Section 01 60 00 - Product Requirements for submittal procedures.

B. Product Data: Indicate door core materials and construction; veneer species, type and characteristics.

C. Shop Drawings: Show doors and frames, elevations, sizes, types, swings, undercuts, beveling, blocking for hardware, factory machining, factory finishing, cutouts for glazing and other details.

D. Specimen warranty.

E. Samples: Submit two samples of door veneer, 6 by 6 inch in size illustrating wood grain, stain color, and sheen.

F. Warranty, executed in Maritime Energy’s name.


A. Maintain one copy of the specified door quality standard on site for review during installation and finishing.


A. Package, deliver and store doors in accordance with specified quality standard.

B. Accept doors on site in manufacturer's packaging. Inspect for damage.

C. Protect doors with resilient packaging sealed with heat shrunk plastic. Do not store in damp or wet areas; or in areas where sunlight might bleach veneer. Seal top and bottom edges with tinted sealer if stored more than one week. Break seal on site to permit ventilation.

1.07 WARRANTY

A. Interior Doors: Provide manufacturer's warranty for the life of the installation.

Maritime Montville FLUSH WOOD DOORS 08 14 16- 1


B. Include coverage for delamination of veneer, warping beyond specified installation tolerances, defective materials, and telegraphing core construction.

PART 2 PRODUCTS

2.01 MANUFACTURERS

A. Wood Veneer Faced Doors:1. Eggers Industries: www.eggersindustries.com.2. Marshfield DoorSystems, Inc: www.marshfielddoors.com.

2.02 DOORS AND PANELS

A. All Doors: See drawings for locations and additional requirements.

B. Interior Doors: 1-3/4 inches thick unless otherwise indicated; flush construction.1. Provide solid core doors at all locations.

2.03 DOOR AND PANEL CORES

A. Non-Rated Solid Core and 20 Minute Rated Doors: Type particleboard core (PC), plies and faces as indicated above.

2.04 DOOR FACINGS

A. Wood Veneer Facing for Transparent Finish: Natural birch, veneer grade as specified by qualitystandard, plain sliced, book veneer match, running assembly match; unless otherwise indicated.

2.05 DOOR CONSTRUCTION

A. Fabricate doors in accordance with door quality standard specified.

B. Factory machine doors for hardware other than surface-mounted hardware, in accordance with hardware requirements and dimensions.

C. Factory fit doors for frame opening dimensions identified on shop drawings, with edge clearances in accordance with specified quality standard.1. Exception: Doors to be field finished.

2.06 FACTORY FINISHING - WOOD VENEER DOORS

A. Finish work in accordance with AWI/AWMAC/WI Architectural Woodwork Standards, Section 5 - Finishing for Grade specified and as follows:1. Transparent:

a. System - 1, Lacquer, Nitrocellulose.b. Stain: As selected by Architect.c. Sheen: Semi-Gloss.

B. Factory finish doors in accordance with approved sample.

C. Seal door top edge with color sealer to match door facing.

PART 3 EXECUTION

3.01 INSTALLATION

A. Install doors in accordance with manufacturer's instructions and specified quality standard.

B. Factory-Finished Doors: Do not field cut or trim; if fit or clearance is not correct, replace door.

C. Use machine tools to cut or drill for hardware.



D. Coordinate installation of doors with installation of frames and hardware.

E. Coordinate installation of glazing.

F. Install door louvers plumb and level.

3.02 TOLERANCES

A. Conform to specified quality standard for fit and clearance tolerances.

B. Conform to specified quality standard for telegraphing, warp, and squareness.

3.03 ADJUSTING

A. Adjust doors for smooth and balanced door movement.

B. Adjust closers for full closure.

END OF SECTION



SECTION 08 53 13

VINYL WINDOWS

PART 1 GENERAL


A. Factory fabricated tubular extruded plastic windows with operating sash.

B. Operating hardware.

C. Insect screens.

D. Perimeter sealant.


A. Section 07 90 05 - Joint Sealers: Perimeter sealant and back-up materials.

B. Section 08 80 00 - Glazing.


A. AAMA/WDMA/CSA 101/I.S.2/A440 - Voluntary Specifications for Aluminum, Vinyl (PVC) and Wood Windows and Glass Doors; American Architectural Manufacturers Association; 2008.

B. AAMA 1503 - Voluntary Test Method for Thermal Transmittance and Condensation Resistance of Windows, Doors and Glazed Wall Sections; American Architectural Manufacturers Association; 2009.

C. ASTM E 330 - Standard Test Method for Structural Performance of Exterior Windows, Doors, Skylights and Curtain Walls by Uniform Static Air Pressure Difference; 2002 (Reapproved 2010).

D. ASTM E 1105 - Standard Test Method for Field Determination of Water Penetration of InstalledExterior Windows, Skylights, Doors, and Curtain Walls, by Uniform or Cyclic Static Air Pressure Difference; 2000 (Reapproved 2008).

1.04 PERFORMANCE REQUIREMENTS

A. System Design: Design and size components to withstand dead and live loads caused by pressure and suction of wind acting normal to plane of window.1. Calculate design pressures in accordance with applicable code2. Measure performance of units by testing in accordance with ASTM E 330, using test

pressure equal to 1.5 times the design wind pressure and 10 second duration of maximum load.

B. Deflection: Limit member deflection to 1/200 of the longer dimension with full recovery of glazing materials.

C. Air and Vapor Seal: Maintain continuous air barrier and vapor retarder throughout assembly, primarily in line with inside pane of glass and heel bead of glazing compound. Position thermalinsulation on exterior surface of air barrier and vapor retarder.

D. Thermal Movement: Design sections to permit movement caused by thermal expansion and contraction of plastic to suit glass, infill, and perimeter opening construction.

E. Design Temperature Range: 120 F degrees.

Maritime Montville VINYL WINDOWS 08 53 13- 1


1.05 SUBMITTALS


B. Product Data: Provide component dimensions, anchorage and fasteners, glass, internal drainagedetails.

C. Manufacturer's Certificate: Certify that products of this section meet or exceed specified requirements.

D. Warranty: Submit manufacturer warranty and ensure that forms have been completed in Maritime Energy's name and registered with manufacturer.


A. Manufacturer Qualifications: Company specializing in manufacturing products specified in thissection, with not less than three years of documented experience.


A. Protect finished surfaces with wrapping. Do not use adhesive papers or sprayed coatings that bond when exposed to sunlight or weather.

B. Jig, brace, and box the window frame assemblies for transport to minimize flexing of members or joints.


A. Do not install sealants when ambient temperature is less than 40 degrees F.

B. Maintain this minimum temperature during and after installation of sealants.

1.09 WARRANTY

A. Correct defective Work within a five year period after Date of Substantial Completion.

B. Provide five year manufacturer warranty for insulated glass units from seal failure, interpane dusting or misting, and replacement of same. Include coverage for degradation of color finish.

PART 2 PRODUCTS

2.01 COMPONENTS

A. Windows: Extruded, hollow, tubular, ultra-violet resistant polyvinyl chloride (PVC) with integral color; factory fabricated; with vision glass, related flashings, anchorage and attachment devices.1. Performance Requirements: AAMA/WDMA/CSA 101/I.S.2/A440 R15.2. Configuration: Double hung sash.3. Color: White.4. Sizes: See Window Schedule.

B. Insect Screen Frame: Rolled aluminum frame of rectangular sections; fit with adjustable hardware; nominal size similar to operable glazed unit.

C. Insect Screens: Woven aluminum mesh; 14/18 mesh size.1. Color: Black.



D. Operable Sash Weather Stripping: Wool pile; permanently resilient, profiled to effect weather seal.

E. Fasteners: Stainless steel.

2.02 GLASS AND GLAZING MATERIALS

A. Glass and Glazing Materials: As specified in Section 08 80 00 of Types described below:1. Glass in Exterior Lights: low E, double glazed Type.

2.03 HARDWARE

A. Double Hung Sash: Metal and nylon spiral friction slide cylinder, each sash, each jamb.

B. Sash lock: Lever handle with cam lock.

C. Finish For Exposed Hardware: bronze baked enamel.

2.04 FABRICATION

A. Fabricate framing, mullions and sash members with fusion welded corners and joints, in a rigid jig. Supplement frame sections with internal reinforcement where required for structural rigidity.

B. Form sills and stools in one piece. Slope sills for wash.

C. Form snap-in glass stops, closure molds, weather stops, and flashings of extruded PVC for tight fit into window frame section.

D. Form weather stop flange to perimeter of unit.

E. Fabricate components with minimum clearances and shim spacing around perimeter of assembly, yet enabling installation and dynamic movement of perimeter seal.

F. Arrange fasteners to be concealed from view.

G. Permit internal drainage weep holes and channels to migrate moisture to exterior. Provide internal drainage of glazing spaces to exterior through weep holes.

H. Assemble insect screen frame, miter and reinforced frame corners. Fit mesh taut into frame andsecure. Fit frame with four spring loaded steel pin retainers.

I. Double weatherstrip operable units.

J. Factory glaze window units.

PART 3 EXECUTION

3.01 EXAMINATION

A. Verify wall openings and adjoining air and vapor seal materials are ready to receive work of thisSection.

3.02 INSTALLATION

A. Install window units in accordance with manufacturers instructions.

B. Attach window frame and shims to perimeter opening to accommodate construction tolerances and other irregularities.



C. Align window plumb and level, free of warp or twist. Maintain dimensional tolerances and alignment with adjacent work.

D. Provide thermal isolation where components penetrate or disrupt building insulation. Pack fibrous insulation in shim spaces at perimeter of assembly to maintain continuity of thermal barrier.

3.03 TOLERANCES

A. Maximum Variation from Level or Plumb: 0.06 inches every 3 ft non-cumulative or 0.5 inches per 100 ft, whichever is less.

3.04 FIELD QUALITY CONTROL

A. Test installed windows for compliance with performance requirements for water penetration, in accordance with ASTM E 1105 using uniform pressure and same pressure difference as specified for laboratory tests.1. Test all windows.2. If any window fails, test additional windows at Contractor's expense.

B. Replace windows that have failed field testing and retest until performance is satisfactory.

3.05 ADJUSTING

A. Adjust hardware for smooth operation and secure weathertight closure.

3.06 CLEANING

A. Remove protective material from pre-finished surfaces.

B. Wash surfaces by method recommended and acceptable to sealant and window manufacturer; rinse and wipe surfaces clean.

C. Remove excess sealant by moderate use of mineral spirits or other solvent acceptable to sealant manufacturer.

END OF SECTION



SECTION 08 65 00 INTERIOR GLASS

PART 1 - GENERALRelated Documents:

Drawings and general provisions of Contract, including General, Supplemental and Special Conditions apply to work of this section.

Description of WorkSliding reception type window and frame.

Quality Assurance:Provide all interior windows from single supplier.

Related work specified elsewhere:Windows, Section 08 52 13

Submittals:Product Data: Submit manufacturers specification for all glass and for fire rated frames.

PART 2 - PRODUCTSSliding window:

Provide ¼” tempered glass in aluminum frame recessed into sill of opening.Window shall be tinted and shall be provided with an interior locking device and extended pull.

PART 3- EXECUTIONInstallation:

Install glass in aluminum frame.

Set aluminum frame plumb, level and true to line, without warp or rack of frames. Provide proper support and anchor securely in place.

Adjustment, Cleaning, Finishing and Protection:

Clean glass promptly after installation.Installer of glass shall advise Contractor of final protection and maintained conditions necessary to ensure that work will be without damage or deterioration at time of acceptance.

END OF SECTION

Maritime Montville INTERIOR WINDOWS 08600 - 1


SECTION 08 71 00

DOOR HARDWARE

PART 1 GENERAL


A. Hardware for wood and hollow steel doors.

B. Hardware for fire-rated doors.

C. Thresholds.

D. Weatherstripping, seals and door gaskets.

E. Hardware for Aluminum Doors.


A. Section 08 11 13 - Hollow Metal Doors and Frames.

B. Section 08 14 16 - Flush Wood Doors.

C. Section 08 11 16 – Aluminum Doors.


A. ANSI/ICC A117.1 - American National Standard for Accessible and Usable Buildings and Facilities; International Code Council; 2003.

B. BHMA A156.1 - American National Standard for Butts and Hinges; Builders Hardware Manufacturers Association, Inc.; 2006 (ANSI/BHMA A156.1).

C. BHMA A156.2 - American National Standard for Bored and Preassembled Locks & Latches; Builders Hardware Manufacturers Association; 2003 (ANSI/BHMA A156.2).

D. BHMA A156.4 - American National Standard for Door Controls - Closers; Builders Hardware Manufacturers Association, Inc.; 2000 (ANSI/BHMA A156.4).

E. BHMA A156.7 - American National Standard for Template Hinge Dimensions; Builders Hardware Manufacturers Association; 2003 (ANSI/BHMA A156.7).

F. BHMA A156.18 - American National Standard for Materials and Finishes; Builders Hardware Manufacturers Association, Inc.; 2006 (ANSI/BHMA A156.18).

G. BHMA A156.21 - American National Standard for Thresholds; Builders Hardware Manufacturers Association; 2009 (ANSI/BHMA A156.21).

H. BHMA A156.22 - American National Standard for Door Gasketing and Edge Seal Systems, Builders Hardware Manufacturers Association; 2005 (ANSI/BHMA A156.22).

I. BHMA A156.115 - Hardware Preparation in Steel Doors and Steel Frames; 2006.

J. DHI (LOCS) - Recommended Locations for Architectural Hardware for Standard Steel Doors and Frames; Door and Hardware Institute; 2004.

K. DHI WDHS.3 - Recommended Locations for Architectural Hardware for Flush Wood Doors; Door and Hardware Institute; 1993; also in WDHS-1/WDHS-5 Series, 1996.

L. NFPA 80 - Standard for Fire Doors and Other Opening Protectives; 2010.

Maritime Montville DOOR HARDWARE 08 71 00- 1


M. UL (BMD) - Building Materials Directory; Underwriters Laboratories Inc.; current edition.

1.04 ADMINISTRATIVE REQUIREMENTS

A. Coordinate the manufacture, fabrication, and installation of products onto which door hardware will be installed.

B. Furnish templates for door and frame preparation to manufacturers and fabricators of products requiring internal reinforcement for door hardware.

C. Convey Owner's keying requirements to manufacturers.

1.05 SUBMITTALS


B. Shop Drawings:1. Indicate locations and mounting heights of each type of hardware, schedules, and catalog

cuts..2. Submit manufacturer's parts lists and templates.

C. Hardware Schedule: Detailed listing of each item of hardware to be installed on each door. Use door numbering scheme as included in the Contract Documents. Identify electrically operated items and include power requirements.

D. Keying Schedule: Submit for approval of Maritime Energy.

E. Maintenance Data: Include data on operating hardware, lubrication requirements, and inspection procedures related to preventative maintenance.

F. Keys: Deliver with identifying tags to Maritime Energy by security shipment direct from hardware supplier.

G. Warranty: Submit manufacturer's warranty and ensure that forms have been completed in Maritime Energy’s name and registered with manufacturer.

H. Maintenance Materials and Tools: Furnish the following for Owner’s use in maintenance of project.1. Tools: One set of all special wrenches or tools applicable to each different or special

hardware component, whether supplied by the hardware component manufacturer or not.


A. Hardware Supplier Qualifications: Company specializing in supplying commercial door hardware with 10 years of experience.


A. Package hardware items individually; label and identify each package with door opening code to match hardware schedule.

PART 2 PRODUCTS

2.01 DOOR HARDWARE - GENERAL

A. Provide all hardware specified or required to make doors fully functional, compliant with applicable codes, and secure to the extent indicated.

B. Provide all items of a single type of the same model by the same manufacturer.

C. Provide products that comply with the following:Maritime Montville DOOR HARDWARE 08 71 00- 2


1. Applicable provisions of federal, state, and local codes.2. Fire-Rated Doors: NFPA 80.3. All Hardware on Fire-Rated Doors: Listed and classified by UL as suitable for the purpose

specified and indicated.

D. Finishes: All door hardware the same finish unless otherwise indicated.1. Primary Finish: Satin chrome plated over nickel on brass or bronze, 626 (approx US26D).2. Finish Definitions: BHMA A156.18.3. Exceptions:

a. Where base metal is specified to be different, provide finish that is an appearance equivalent according to BHMA A156.18.

2.02 HINGES

A. Hinges:

B. Hinges: Provide hinges on every swinging door.1. Provide five-knuckle full mortise butt hinges unless otherwise indicated.2. Provide ball-bearing hinges at all doors having closers.3. Provide hinges in the quantities indicated.4. Provide non-removable pins on exterior outswinging doors.

2.03 LOCKS AND LATCHES

A. Locks: Provide a lock for every door, unless specifically indicated as not requiring locking.1. Hardware Sets indicate locking functions required for each door.2. If no hardware set is indicated for a swinging door provide an office lockset.3. Trim: Provide lever handle or pull trim on outside of all locks unless specifically stated to

have no outside trim.4. Lock Cylinders: Provide key access on outside of all locks unless specifically stated to

have no locking or no outside trim.

B. Lock Cylinders: Manufacturer’s standard tumbler type, six-pin standard core.1. Provide cams and/or tailpieces as required for locking devices required.

C. Keying: Grand master keyed.1. Include construction keying.2. When providing keying information, comply with DHI Handbook "Keying systems and

nomenclature".

D. Latches: Provide a latch for every door that is not required to lock, unless specifically indicated"push/pull" or "not required to latch".

2.04 CYLINDRICAL LOCKSETS

A. Locking Functions: As defined in BHMA A156.2, and as follows:1. Passage: No locking, always free entry and exit.2. Privacy: F76, emergency tool unlocks.3. Office: F82 Grade 1, key not required to lock, unlocks upon exit.4. Push Button: non-electrical combination lockset with key option, always free exit.5. Entrance: Lockset, always free exit.

2.05 FLUSHBOLTS

A. Flushbolts: Lever extension bolts in leading edge of door, one bolt into floor, one bolt into top of frame.



1. Pairs of Swing Doors: At inactive leaves, provide flush bolts of type as required to complywith code.

2.06 CLOSERS

A. Closers: Complying with BHMA A156.4.1. Provide surface-mounted, door-mounted closers unless otherwise indicated.2. Provide a door closer on every exterior door.3. Provide a door closer on every fire- and smoke-rated door. Spring hinges are not an

acceptable self-closing device unless specifically so indicated.

2.07 STOPS AND HOLDERS

A. Stops: Complying with BHMA A156.8; provide a stop for every swinging door, unless otherwise indicated.1. Provide wall stops, unless otherwise indicated.2. If wall stops are not practical, due to configuration of room or furnishings, provide

overhead stop.3. Stop is not required if positive stop feature is specified for door closer; positive stop feature

of door closer is not an acceptable substitute for a stop unless specifically so stated.

2.08 GASKETING AND THRESHOLDS

A. Weatherstripping and Thresholds:

B. Gaskets: Complying with BHMA A156.22.1. On each door in smoke partition, provide smoke gaskets; top, sides, and meeting stile of

pairs. If fire/smoke partitions are not indicated on drawings, provide smoke gaskets on each door identified as a "smoke door" and 20-minute rated fire doors.

2. On each exterior door, provide weatherstripping gaskets, unless otherwise indicated; top, sides, and meeting stiles of pairs.

3. On each exterior door, provide door bottom sweep, unless otherwise indicated.

C. Thresholds:1. At each exterior door, provide a threshold unless otherwise indicated.2. Field cut threshold to frame for tight fit.

D. Fasteners At Exterior Locations: Non-corroding.

2.09 PROTECTION PLATES AND ARCHITECTURAL TRIM

A. Protection Plates:1. Kickplate: Provide on push side of every door with closer, and as indicated on door

schedule.2.10 KEY CONTROLS

A. Key Management System: For each keyed lock on project, provide one set of consecutively numbered duplicate key tags with hanging hole and snap catch.1. Security Key Tags: For each keyed lock on project, provide one set of matching key tags

for permanent attachment to one key of each set.

2.11 GENERAL REQUIREMENTS FOR DOOR HARDWARE PRODUCTS

A. Provide products that comply with the following:1. Applicable provisions of federal, state, and local codes.



2. ANSI/ICC A117.1, American National Standard for Accessible and Usable Buildings and Facilities.

3. Applicable provisions of NFPA 101, Life Safety Code.4. Fire-Rated Doors: NFPA 80.5. All Hardware on Fire-Rated Doors: Listed and classified by UL as suitable for the purpose

specified and indicated.

B. Finishes: US26D.

2.12 KEYING

A. Door Locks:1. Include construction keying and control keying with removable core cylinders.

B. Supply keys in the following quantities:1. 5 construction keys.2. 5 control keys and 5 extra cylinder cores.3. 5 change keys for each lock.

PART 3 EXECUTION

3.01 EXAMINATION

A. Verify that doors and frames are ready to receive work; labeled, fire-rated doors and frames are present and properly installed, and dimensions are as indicated on shop drawings.

3.02 INSTALLATION

A. Install hardware in accordance with manufacturer's instructions and applicable codes.

B. Use templates provided by hardware item manufacturer.

C. Install hardware on fire-rated doors and frames in accordance with code and NFPA 80.

D. Mounting heights for hardware from finished floor to center line of hardware item: As listed in Schedule, unless otherwise noted:1. For steel doors and frames: Comply with DHI "Recommended Locations for Architectural

Hardware for Steel Doors and Frames."

3.03 ADJUSTING

A. Adjust hardware for smooth operation.

3.04 PROTECTION

A. Do not permit adjacent work to damage hardware or finish.

HARDWARE SETS

4.01 GENERAL

A. These Hardware Sets indicate requirements for single doors of that type, with conditional requirements for pairs and other situations.

4.02 SWING DOORS -- NOT REQUIRING KEY LOCKING

A. HW-1: Latchset, Non-Fire-Rated:1. Latchset, Passage.



2. Pair: One leaf inactive, with manual flush bolts.

B. HW-2: Latchset, Fire-Rated :1. Closer.2. Latchset, Passage.

C. HW-3: Privacy Lockset, Non-Fire-Rated:1. Lockset, Privacy.

4.03 SWING DOORS -- LOCKABLE, MAY BE LEFT UNLOCKED, KEY NOT REQUIRED TO LOCK

A. HW-5: Office, Non-Fire-Rated:1. Lockset, Office.

B. HW-6: Entrance, Non-Fire-Rated:1. Lockset, Simplex/unican 1000 series with removable core and key option.2. closer

C. HW-7: Entrance, non-Fire-Rated.1. Closer.2. Lockset,.

END OF SECTION



SECTION 08 80 00

GLAZING

PART 1 GENERAL


A. Glass added to wood or metal doors..


A. Section 08 11 13 - Hollow Metal Doors and Frames: Glazed doors and fixed glass..

B. Section 08 14 16 - Flush Wood Doors: Glazed doors.


A. 16 CFR 1201 - Safety Standard for Architectural Glazing Materials; current edition.

B. ASTM C 864 - Standard Specification for Dense Elastomeric Compression Seal Gaskets, Setting Blocks, and Spacers; 2005.

C. ASTM C 920 - Standard Specification for Elastomeric Joint Sealants; 2010.

D. ASTM C 1036 - Standard Specification for Flat Glass; 2006.

E. ASTM C 1048 - Standard Specification for Heat-Treated Flat Glass--Kind HS, Kind FT Coated and Uncoated Glass; 2004.

F. ASTM C 1193 - Standard Guide for Use of Joint Sealants; 2009.

G. ASTM E 773 - Standard Test Method for Accelerated Weathering of Sealed Insulating Glass Units; 2001.

H. ASTM E 774 - Standard Specification for the Classification of the Durability of Sealed Insulating Glass Units; 1997.

I. ASTM E 2190 - Standard Specification for Insulating Glass Unit Performance and Evaluation; 2008.

J. GANA (GM) - GANA Glazing Manual; Glass Association of North America; 2004.

K. GANA (SM) - FGMA Sealant Manual; Glass Association of North America; 2008.

L. SIGMA TM-3000 - Glazing Guidelines for Sealed Insulating Glass Units; Sealed Insulating Glass Manufacturers Association; 2004.

1.04 SUBMITTALS


B. Product Data on Glass Types: Provide structural, physical and environmental characteristics, size limitations, special handling or installation requirements.

C. Product Data on Glazing Compounds: Provide chemical, functional, and environmental characteristics, limitations, special application requirements. Identify available colors.


A. Perform Work in accordance with GANA Glazing Manual and FGMA Sealant Manual for glazing installation methods.

Maritime Montville GLAZING 08 80 00- 1


B. Installer Qualifications: Company specializing in performing the work of this section with minimum 10 years documented experience.


A. Do not install glazing when ambient temperature is less than 40 degrees F.

PART 2 PRODUCTS

2.01 GLAZING TYPES

A. Type S-2 - Fire-Rated Safety Glazing:1. Applications: Provide this type of glazing in the following locations:2. Fire Rating: As indicated on the drawings.3. Thickness: 1/4 inch.

B. Type S-3 - Single Safety Glazing: Non-fire-rated.1. Applications: Provide this type of glazing in the following locations:

a. Glazed lites in doors, except fire doors.b. Glazed sidelights to doors, except in fire-rated walls and partitions.c. Other locations required by applicable federal, state, and local codes and regulations.d. Other locations indicated on the drawings.

2. Type: Fully tempered float glass as specified.3. Tint: Clear.4. Thickness: 1/4 inch.

2.02 GLASS MATERIALS

A. Float Glass: All glazing is to be float glass unless otherwise indicated.1. Annealed Type: ASTM C 1036, Type I, transparent flat, Class 1 clear, Quality Q3 (glazing

select).2. Heat-Strengthened and Fully Tempered Types: ASTM C 1048.3. Tinted Types: Color and performance characteristics as indicated.4. Thicknesses: As indicated; for exterior glazing comply with specified requirements for

wind load design regardless of specified thickness.

PART 3 EXECUTION

3.01 EXAMINATION

A. Verify that openings for glazing are correctly sized and within tolerance.

B. Verify that surfaces of glazing channels or recesses are clean, free of obstructions that may impede moisture movement, weeps are clear, and ready to receive glazing.

3.02 PREPARATION

A. Clean contact surfaces with solvent and wipe dry.

3.03 GLAZING METHODS

3.04 INSTALLATION - EXTERIOR/INTERIOR DRY METHOD (GASKET GLAZING)

A. Place setting blocks at 1/4 points with edge block no more than 6 inches from corners.



B. Rest glazing on setting blocks and push against fixed stop with sufficient pressure on gasket to attain full contact.

C. Install removable stops without displacing glazing gasket; exert pressure for full continuous contact.

3.05 MANUFACTURER'S FIELD SERVICES

A. Glass and Glazing product manufacturers to provide field surveillance of the installation of theirproducts.

B. Monitor and report installation procedures and unacceptable conditions.

3.06 CLEANING

A. Remove glazing materials from finish surfaces.

B. Remove labels after Work is complete.

C. Clean glass and adjacent surfaces.

3.07 PROTECTION

A. After installation, mark pane with an 'X' by using removable plastic tape or paste; do not mark heat absorbing or reflective glass units.

END OF SECTION



SECTION 08 83 00

MIRRORS

PART 1 GENERAL


A. Glass mirrors.


A. Section 10 28 00 - Toilet, Bath, and Laundry Accessories: Metal-framed mirrors.

1.03 SUBMITTALS


B. Product Data on Mirror Types: Provide structural, physical and environmental characteristics, size limitations, special handling or installation requirements.

PART 2 PRODUCTS

2.01 MATERIALS

A. Mirror Glass - General: Select materials and/or provide supports as required to limit mirrored glass deflection to 1/200 or flexure limit of glass with full recovery of glazing materials, whichever is less.

2.02 GLAZING ACCESSORIES

A. Mirror Attachment Accessories: Stainless steel clips.

B. Mirror Adhesive: Chemically compatible with mirror coating and wall substrate.

PART 3 EXECUTION

3.01 INSTALLATION - GENERAL

A. Install mirrors in accordance with GANA recommendations.

B. Set mirrors plumb and level, free of optical distortion.

C. Set mirrors with edge clearance free of surrounding construction including countertops or backsplashes.

3.02 CLEANING

A. Remove labels after work is complete.

B. Clean mirrors and adjacent surfaces.

3.03 PROTECTION

A. After installation, mark pane with an 'X' by using removable plastic tape or paste.

END OF SECTION

Maritime Montville MIRRORS 08 83 00- 1


SECTION 09 21 16

GYPSUM BOARD ASSEMBLIES

PART 1 GENERAL


A. Performance criteria for gypsum board assemblies.

B. Metal stud and wood stud wall framing.

C. Gypsum wallboard.

D. Joint treatment and accessories.


A. Section 06 10 00 - Rough Carpentry: Building framing and sheathing.

B. Section 06 10 00 - Rough Carpentry: Wood blocking product and execution requirements.

C. Section 07 21 00 - Thermal Insulation: Acoustic insulation.

D. Section 07 90 05 - Joint Sealers: Acoustic sealant.


A. ANSI A108.11 - American National Standard for Interior Installation of Cementitious Backer Units; 1999 (R2005).

B. ASTM C 475/C 475M - Standard Specification for Joint Compound and Joint Tape for Finishing Gypsum Board; 2002 (Reapproved 2007).

C. ASTM C 645 - Standard Specification for Nonstructural Steel Framing Members; 2009a.

D. ASTM C 754 - Standard Specification for Installation of Steel Framing Members to Receive Screw-Attached Gypsum Panel Products; 2009a.

E. ASTM C 840 - Standard Specification for Application and Finishing of Gypsum Board; 2008.

F. ASTM C 954 - Standard Specification for Steel Drill Screws for the Application of Gypsum Panel Products or Metal Plaster Bases to Steel Studs From 0.033 in. (0.84 mm) to 0.112 in. (2.84 mm) in Thickness; 2007.

G. ASTM C 1002 - Standard Specification for Steel Self-Piercing Tapping Screws for the Application of Gypsum Panel Products or Metal Plaster Bases to Wood Studs or Steel Studs; 2007.

H. ASTM C 1396/C 1396M - Standard Specification for Gypsum Board; 2009a.

I. ASTM E 72 - Standard Test Methods of Conducting Strength Tests of Panels for Building Construction; 2005.

J. GA-216 - Application and Finishing of Gypsum Board; Gypsum Association; 2007.

1.04 SUBMITTALS


B. Product Data: Provide data on metal framing, gypsum board, accessories, and joint finishing system.

Maritime Montville GYPSUM BOARD ASSEMBLIES 09 21 16- 1


C. Test Reports: For all stud framing products that do not comply with ASTM C 645 or C 754, provide independent laboratory reports showing maximum stud heights at required spacings anddeflections.

PART 2 PRODUCTS

2.01 GYPSUM BOARD ASSEMBLIES

A. Provide completed assemblies complying with ASTM C 840 and GA-216.

B. Fire Rated Assemblies: Provide completed assemblies with the following characteristics:1. Fire Rated Partitions; [one] hour rating.

2.02 METAL FRAMING MATERIALS (Including wood stud exterior walls)

A. Non-Loadbearing Framing System Components: ASTM C 645; galvanized sheet steel, of size and properties necessary to comply with ASTM C 754 for the spacing indicated, with maximumdeflection of wall framing of L/240 at 5 psf.1. Exception: The minimum metal thickness and section properties requirements of ASTM C

645 are waived provided steel of 40 ksi minimum yield strength is used, the metal is continuously dimpled, the effective thickness is at least twice the base metal thickness, and maximum stud heights are determined by testing in accordance with ASTM E 72 using assemblies specified by ASTM C 754.

2. Studs: "C" shaped with flat or formed webs with knurled faces.3. Runners: U shaped, sized to match studs.

2.03 BOARD MATERIALS

A. Gypsum Wallboard: Paper-faced gypsum panels as defined in ASTM C 1396/C 1396M; sizes tominimize joints in place; ends square cut.1. Application: Use for vertical surfaces and ceilings, unless otherwise indicated.2. Thickness:

a. Vertical Surfaces: 5/8 inch.

B. Ceiling Board: Special sag-resistant gypsum ceiling board as defined in ASTM C 1396/C 1396M; sizes to minimize joints in place; ends square cut.1. Application: Ceilings, unless otherwise indicated.2. Thickness: 5/8 inch.3. Edges: Tapered.

2.04 ACCESSORIES

A. Sound Control Insulation: As specified in Section 07 21 00.

B. Acoustic Sealant: As specified in Section 07 90 05.

C. Joint Materials: ASTM C 475 and as recommended by gypsum board manufacturer for project conditions.1. Tape: 2 inch wide, creased paper tape for joints and corners, except as otherwise indicated.2. Ready-mixed vinyl-based joint compound.

D. Screws for Attachment to Steel Members Less Than 0.03 inch In Thickness, to Wood Members, and to Gypsum Board: ASTM C 1002; self-piercing tapping type.

E. Screws for Attachment to Steel Members From 0.033 to 0.112 inch in Thickness: ASTM C 954;steel drill screws for application of gypsum board to loadbearing steel studs.



PART 3 EXECUTION

3.01 EXAMINATION

A. Verify that project conditions are appropriate for work of this section to commence.

3.02 FRAMING INSTALLATION

A. Metal Framing: Install in accordance with ASTM C 754 and manufacturer's instructions.

B. Studs: Space studs as indicated.1. Extend partition framing to structure where indicated and to ceiling in other locations.

C. Openings: Reinforce openings as required for weight of doors or operable panels, using not lessthan double studs at jambs.

D. Blocking: Install wood blocking for support of:1. Framed openings.2. Wall mounted cabinets.3. Plumbing fixtures.4. Toilet partitions.5. Toilet accessories.6. Wall mounted door hardware.

3.03 BOARD INSTALLATION

A. Comply with ASTM C 840, GA-216, and manufacturer's instructions. Install to minimize butt end joints, especially in highly visible locations.

B. Fire-Rated Construction: Install gypsum board in strict compliance with requirements of assembly listing.

C. Installation on Wood Framing: For rated assemblies, comply with requirements of listing authority. For non-rated assemblies, install as follows:1. Single-Layer Applications: Screw attachment.

3.04 INSTALLATION OF TRIM AND ACCESSORIES

A. Control Joints: Place control joints consistent with lines of building spaces and as indicated.

B. Corner Beads: Install at external corners, using longest practical lengths.

C. Edge Trim: Install at locations where gypsum board abuts dissimilar materials and as indicated.

3.05 JOINT TREATMENT

A. Finish gypsum board in accordance with levels defined in ASTM C 840, as follows:1. Level 4: Walls and ceilings to receive paint finish or wall coverings, unless otherwise

indicated.

2. Level 1: Fire rated wall areas above finished ceilings, whether or not accessible in the completed construction.

B. Tape, fill, and sand exposed joints, edges, and corners to produce smooth surface ready to receive finishes.1. Feather coats of joint compound so that camber is maximum 1/32 inch.

3.06 TOLERANCESMaritime Montville GYPSUM BOARD ASSEMBLIES 09 21 16- 3


A. Maximum Variation of Finished Gypsum Board Surface from True Flatness: 1/8 inch in 10 feet in any direction.

END OF SECTION



SECTION 09 51 00

SUSPENDED CEILINGS

PART 1 GENERAL


A. Suspended metal grid ceiling system.

B. Acoustical units.


A. Section 26 51 00 - Interior Lighting: Light fixtures in ceiling system.


A. ASTM C 635 - Standard Specification for the Manufacture, Performance, and Testing of Metal Suspension Systems for Acoustical Tile and Lay-in Panel Ceilings; 2009b.

B. ASTM E 1264 - Standard Classification for Acoustical Ceiling Products; 2008.

C. UL (FRD) - Fire Resistance Directory; Underwriters Laboratories Inc.; current edition.


A. Sequence work to ensure acoustical ceilings are not installed until building is enclosed, sufficient heat is provided, dust generating activities have terminated, and overhead work is completed, tested, and approved.

B. Do not install acoustical units until after interior wet work is dry.

1.05 SUBMITTALS


B. Product Data: Provide data on suspension system components.

C. Samples: Submit two samples 6"x6" inch in size illustrating material and finish of acoustical units.

D. Maintenance Materials: Furnish the following for Owner’s use in maintenance of project.1. Extra Acoustical Units: Quantity equal to 5 percent of total installed.


A. Fire-Resistive Assemblies: Complete assembly listed and classified by UL for the fire resistance indicated.


A. Maintain uniform temperature of minimum 60 degrees F, and maximum humidity of 40 percent prior to, during, and after acoustical unit installation.

PART 2 PRODUCTS

2.01 ACOUSTICAL UNITS

A. Manufacturers:1. Armstrong World Industries, Inc: www.armstrong.com.2. Substitutions: See Section 01 60 00 - Product Requirements.

Maritime Montville SUSPENDED CEILINGS 09 51 00- 1


B. Acoustical Units - General: ASTM E 1264, Class A.

C. Acoustical Panels: tegular.1. Size: 24 x 24 inches.2. Panel Edge: tegular.3. Surface Pattern: Perforated.4. Surface Color: White.

2.02 SUSPENSION SYSTEM(S)

A. Suspension Systems - General: ASTM C 635; die cut and interlocking components, with stabilizer bars, clips, splices, perimeter moldings, and hold down clips as required.

B. Exposed Steel Suspension System: Formed steel, commercial quality cold rolled; intermediate-duty.1. Profile: Tee; 15/16 inch wide face.2. Finish: White painted.

2.03 ACCESSORIES

A. Support Channels and Hangers: Galvanized steel; size and type to suit application, seismic requirements, and ceiling system flatness requirement specified.

B. Perimeter Moldings: Same material and finish as grid.1. At Exposed Grid: Provide L-shaped molding for mounting at same elevation as face of

grid.

PART 3 EXECUTION

3.01 INSTALLATION - SUSPENSION SYSTEM

A. Rigidly secure system, including integral mechanical and electrical components, for maximum deflection of 1:360.

B. Install after major above-ceiling work is complete. Coordinate the location of hangers with other work.

C. Hang suspension system independent of walls, columns, ducts, pipes and conduit. Where carrying members are spliced, avoid visible displacement of face plane of adjacent members.

D. Where ducts or other equipment prevent the regular spacing of hangers, reinforce the nearest affected hangers and related carrying channels to span the extra distance.

E. Do not support components on main runners or cross runners if weight causes total dead load to exceed deflection capability.

F. Support fixture loads using supplementary hangers located within 6 inches of each corner, or support components independently.

G. Do not eccentrically load system or induce rotation of runners.

H. Perimeter Molding: Install at intersection of ceiling and vertical surfaces and at junctions with other interruptions.1. Use longest practical lengths.2. Overlap and rivet corners.

3.02 INSTALLATION - ACOUSTICAL UNITS

A. Install acoustical units in accordance with manufacturer's instructions.



B. Fit acoustical units in place, free from damaged edges or other defects detrimental to appearanceand function.

C. Fit border trim neatly against abutting surfaces.

D. Install units after above-ceiling work is complete.

E. Install acoustical units level, in uniform plane, and free from twist, warp, and dents.

F. Cutting Acoustical Units:1. Make field cut edges of same profile as factory edges.

G. Install hold-down clips on each panel to retain panels tight to grid system; comply with fire rating requirements.

3.03 TOLERANCES

A. Maximum Variation from Flat and Level Surface: 1/8 inch in 10 feet.

B. Maximum Variation from Plumb of Grid Members Caused by Eccentric Loads: 2 degrees.

END OF SECTION



SECTION 09 65 00

RESILIENT FLOORING

PART 1 GENERAL


A. Resilient tile flooring.

B. Resilient base.

C. Installation accessories.


A. Section 03 30 00 - Cast-in-Place Concrete: Restrictions on curing compounds for concrete slabsand floors.


A. ASTM F 1066 - Standard Specification for Vinyl Composition Floor Tile; 2004.

B. ASTM F 1861 - Standard Specification for Resilient Wall Base; 2008.

1.04 SUBMITTALS


B. Product Data: Provide data on specified products, describing physical and performance characteristics; including sizes, patterns and colors available; and installation instructions.

C. Selection Samples: Submit manufacturer's complete set of color samples for Architect's initial selection.

D. Maintenance Data: Include maintenance procedures, recommended maintenance materials, and suggested schedule for cleaning, stripping, and re-waxing.


A. Maintain temperature in storage area between 55 degrees F and 90 degrees F.

PART 2 PRODUCTS

2.01 TILE FLOORING

A. Vinyl Composition Tile: Homogeneous, with color extending throughout thickness, and:1. Minimum Requirements: Comply with ASTM F 1066, of Class corresponding to type

specified.2. Size: 12 x 12 inch.3. Thickness: 0.125 inch.4. Pattern: Marbleized.5. Manufacturers:

a. Armstrong World Industries, Inc: www.armstrong.com.b. Mannington Mills, Inc: www.mannington.com.c. Substitutions: See Section 01 60 00 - Product Requirements.

2.02 RESILIENT BASE

A. Resilient Base: ASTM F 1861, Type TS rubber, vulcanized thermoset; top set Style B, Cove, and as follows:

Maritime Montville RESILIENT FLOORING 09 65 00- 1


1. Height: 4 inch.2. Thickness: 0.125 inch thick.3. Finish: Satin.4. Color: Color as selected from manufacturer's standards.

2.03 ACCESSORIES

A. Subfloor Filler: White premix latex; type recommended by adhesive material manufacturer.

B. Primers, Adhesives, and Seaming Materials: Waterproof; types recommended by flooring manufacturer.

C. Moldings, Transition and Edge Strips: Same material as flooring.

D. Sealer and Wax: Types recommended by flooring manufacturer.

PART 3 EXECUTION

3.01 EXAMINATION

A. Verify that surfaces are flat to tolerances acceptable to flooring manufacturer, free of cracks that might telegraph through flooring, clean, dry, and free of curing compounds, surface hardeners, and other chemicals that might interfere with bonding of flooring to substrate.

B. Verify that wall surfaces are smooth and flat within the tolerances specified for that type of work, are dust-free, and are ready to receive resilient base.

C. Verify that required floor-mounted utilities are in correct location.

3.02 PREPARATION

A. Prepare sub-floor surfaces as recommended by flooring and adhesive manufacturers.

B. Remove sub-floor ridges and bumps. Fill minor low spots, cracks, joints, holes, and other defects with sub-floor filler to achieve smooth, flat, hard surface.

C. Prohibit traffic until filler is cured.

3.03 INSTALLATION

A. Starting installation constitutes acceptance of sub-floor conditions.

B. Install in accordance with manufacturer's instructions.

C. Spread only enough adhesive to permit installation of materials before initial set.

D. Fit joints tightly.

E. Set flooring in place, press with heavy roller to attain full adhesion.

F. Where type of floor finish, pattern, or color are different on opposite sides of door, terminate flooring under centerline of door.

G. Install edge strips at unprotected or exposed edges, where flooring terminates, and where indicated.1. Resilient Strips: Attach to substrate using adhesive.

H. Scribe flooring to walls, columns, cabinets, floor outlets, and other appurtenances to produce tight joints.

3.04 RESILIENT BASE



A. Fit joints tightly and make vertical. Maintain minimum dimension of 18 inches between joints.

B. Miter internal corners. At external corners, use premolded units. At exposed ends, use premolded units.

C. Install base on solid backing. Bond tightly to wall and floor surfaces.

D. Scribe and fit to door frames and other interruptions.

3.05 CLEANING

A. Remove excess adhesive from floor, base, and wall surfaces without damage.

B. Clean in accordance with manufacturer's instructions.

3.06 PROTECTION

A. Apply 3 coats of wax over sealer coat.

B. Prohibit traffic on resilient flooring for 48 hours after installation.

END OF SECTION



SECTION 09 90 00

PAINTING AND COATING

PART 1 GENERAL


A. Surface preparation.

B. Field application of paints.

C. Surfaces to be finished are indicated in this section and on the Drawings.


A. Section 08 11 13 - Metal Doors & Frames, Shop-primed items.


A. MPI (APL) - Master Painters Institute Approved Products List; Master Painters and Decorators Association; current edition, www.paintinfo.com.

B. MPI (APSM) - Master Painters Institute Architectural Painting Specification Manual; Master Painters and Decorators Association; 2004.

1.04 SUBMITTALS


B. Product Data: Provide complete list of all products to be used, with the following information for each:1. Manufacturer's name, product name and/or catalog number, and general product category

(e.g. "alkyd enamel").

C. Certification by manufacturer that products comply with Contract Documents and are compatible with applicable substrates and with each other.


A. Applicator Qualifications: Company specializing in performing the work of this section with minimum 10 years experience.

B. Material Safety Data Sheets: At project site maintain file of MSDS sheets for each product used; become familiar with and follow manufacturer's stated application and safety requirements.


A. Deliver products to site in sealed and labeled containers; inspect to verify acceptability.

B. Container Label: Include manufacturer's name, type of paint, brand name, lot number, brand code, coverage, surface preparation, drying time, cleanup requirements, color designation, and instructions for mixing and reducing.

C. Paint Materials: Store at minimum ambient temperature of 45 degrees F and a maximum of 90 degrees F, in ventilated area, and as required by manufacturer's instructions.

Maritime Montville PAINTING AND COATING 09 90 00- 1



A. Do not apply materials when surface and ambient temperatures are outside the temperature ranges required by the paint product manufacturer.

B. Follow manufacturer's recommended procedures for producing best results, including testing of substrates, moisture in substrates, and humidity and temperature limitations.

1.08 EXTRA MATERIALS

A. Supply 1 gallon of each color; store where directed.

B. Label each container with color in addition to the manufacturer's label.

PART 2 PRODUCTS

2.01 MANUFACTURERS

A. Provide all paint and coating products used in any individual system from the same manufacturer; no exceptions.

B. Provide all paint and coating products from the same manufacturer to the greatest extent possible.

C. Paints: Acceptable manufacturers are limited to the following:1. Benjamin Moore & Co: www.benjaminmoore.com.2. Pratt & Lambert Paints: www.prattandlambert.com.3. Sherwin Williams Paints: www.sherwin-williams.com.

2.02 MATERIALS - GENERAL

A. Volatile Organic Compound (VOC) Content: 1. Provide coatings that comply with the most stringent requirements specified in the

following:a. Architectural coatings VOC limits of state in which the project is located.

B. Paints and Coatings: Provide products listed in Master Painters Institute Approved Product List,current edition available at www.paintinfo.com, for specified MPI Categories, except as otherwise indicated.1. Provide materials that are compatible with one another and the substrates indicated under

conditions of service and application, as demonstrated by manufacturer based on testing and field experience.

C. Accessory Materials: Linseed oil, shellac, turpentine, paint thinners and other materials not specifically indicated but required to achieve the finishes specified; commercial quality.

D. Patching Material: Latex filler.

E. Fastener Head Cover Material: Latex filler.

2.03 PAINT SYSTEMS

A. Provide Custom Grade systems (1 top coat) as defined in MPI Architectural Painting Specification Manual, except as otherwise indicated.

B. Where a specified paint system does not have a Custom Grade, provide Premium Grade system.



C. Where sheen is not specified or more than one sheen is specified, sheen will be selected later by Architect from the manufacturer's full line.

D. Provide colors as scheduled on Drawings.

2.04 EXTERIOR PAINT SYSTEMS

A. Asphalt Paving Marking:1. EXT 2.1B Alkyd/Traffic Marking: MPI #32.

B. Steel Doors and Metal Fabrications:1. : EXT 5.1Q Alkyd: Surface Tolerant Primer MPI #23, Alkyd MPI #8, 9 or 94.

a. Door Frames: Semi-gloss.

C. Galvanized Metal, Not Chromate Passivated:1. Applications include but are not limited to doors.2. : EXT 5.3B Alkyd: Cementitious Primer MPI #26, Finish MPI #8, 9 or 94.

2.05 INTERIOR PAINT SYSTEMS

A. Galvanized Metal, Not Chromate Passivated:1. Applications include but are not limited to doors, frames, and piping.

B. Dressed Lumber:1. Wood trim: INT 6.3B Alkyd: Alkyd Primer Sealer MPI #45, Alkyd MPI #47, 48 or 51.

C. Plaster and Gypsum Board:1. gypsum drywall walls & ceilings except toilet rooms: INT 9.2C Alkyd: Latex Primer

Sealer MPI #50, Alkyd MPI #47, 48, 49 or 51.a. walls & ceilings: Flat.b. Toilet_room walls: Semi-gloss.

PART 3 EXECUTION

3.01 SCOPE -- SURFACES TO BE FINISHED

A. Paint all exposed surfaces except where indicated not to be painted or to remain natural; the term "exposed" includes areas visible through permanent and built-in fixtures when they are in place.

B. Paint the surfaces described in PART 2, indicated on the Drawings, and as follows:1. If a surface, material, or item is not specifically mentioned, paint in the same manner as

similar surfaces, materials, or items, regardless of whether colors are indicated or not.2. Paint surfaces behind movable equipment and furnishings the same as similar exposed

surfaces.3. Paint surfaces to be concealed behind permanently installed fixtures, equipment, and

furnishings, using primer only, prior to installation of the permanent item.4. Paint back sides of access panels and removable and hinged covers to match exposed

surfaces.5. Finish top, bottom, and side edges of exterior doors the same as exposed faces.

C. Do Not Paint or Finish the Following Items:



1. Items fully factory-finished unless specifically noted; factory-primed structural items are considered factory-finished.

2. Items indicated to receive other finish.3. Items indicated to remain naturally finished.4. Fire rating labels, equipment serial number and capacity labels, and operating parts of

equipment.

3.02 EXAMINATION

A. Verify that surfaces are ready to receive Work as instructed by the product manufacturer.

B. Examine surfaces scheduled to be finished prior to commencement of work. Report any condition that may potentially affect proper application.

C. Test shop-applied primer for compatibility with subsequent cover materials; report incompatibleprimer conditions and submit recommended changes for Architect's approval.

3.03 PREPARATION

A. Prepare surfaces as specified in MPI Architectural Painting Specification Manual and as followsfor the applicable surface and coating; if multiple preparation treatments are specified, use as many as necessary for best results; where the Manual references external standards for preparation (e.g. SSPC standards), prepare as specified in those standards; comply with coating manufacturer's specific preparation methods or treatments, if any.

B. Coordinate painting work with cleaning and preparation work so that dust and other contaminants do not fall on newly painted, wet surfaces.

C. Surface Appurtenances: Prior to preparing surfaces or finishing, remove electrical plates, hardware, light fixtures, light fixture trim, escutcheons, machined surfaces, fittings, and similar items already installed that are not to be painted.1. If removal is impractical or impossible because of the size or weight of the item, provide

surface-applied protection before preparation and finishing.2. After completing painting in each space or area, reinstall items removed using workers

skilled in the trades involved.

D. Surfaces: Correct defects and clean surfaces which affect work of this section. Remove or repair existing coatings that exhibit surface defects.

E. Marks: Seal with shellac those which may bleed through surface finishes.

F. Impervious Surfaces: Remove mildew by scrubbing with solution of tetra-sodium phosphate and bleach. Rinse with clean water and allow surface to dry.

G. Gypsum Board Surfaces to be Painted: Fill minor defects with filler compound. Spot prime defects after repair.

H. Galvanized Surfaces to be Painted: Remove surface contamination and oils and wash with solvent. Apply coat of etching primer.

I. Uncoated Steel and Iron Surfaces to be Painted: Remove grease, mill scale, weld splatter, dirt, and rust. Where heavy coatings of scale are evident, remove by hand wire brushing or sandblasting; clean by washing with solvent. Apply a treatment of phosphoric acid solution, ensuring weld joints, bolts, and nuts are similarly cleaned. Prime paint entire surface; spot prime after repairs.



J. Shop-Primed Steel Surfaces to be Finish Painted: Sand and scrape to remove loose primer and rust. Feather edges to make touch-up patches inconspicuous. Clean surfaces with solvent. Prime bare steel surfaces. Re-prime entire shop-primed item.

K. Interior Wood Items to Receive Opaque Finish: Wipe off dust and grit prior to priming. Seal knots, pitch streaks, and sappy sections with sealer. Fill nail or screw holes and cracks after primer has dried; sand between coats. Back prime concealed surfaces before installation.

L. Metal Doors to be Painted: Prime metal door top and bottom edge surfaces.

3.04 APPLICATION

A. Apply products in accordance with manufacturer's instructions and as specified or recommended by MPI Manual, using the preparation, products, sheens, textures, and colors as indicated.1. Remove, refinish, or repaint work not complying with requirements.

B. Do not apply finishes over dirt, rust, scale, grease, moisture, scuffed surfaces, or other conditions detrimental to formation of a durable coating film; do not apply finishes to surfaces that are not dry.

C. Use applicators and methods best suited for substrate and type of material being applied and according to manufacturer's instructions.1. Brush Application: Use brushes best suited for the type of material applied; use brush of

appropriate size for the surface or item being painted; produce results free of visible brush marks.

2. Roller Application: Use rollers of carpet, velvet back, or high-pile sheep's wool as recommended by manufacturer for material and texture required.

3. Spray Application: Use airless spray equipment with orifice size as recommended by manufacturer for material and texture required.

4. Where application method is listed in the MPI Manual for the paint system that application method is required; otherwise any application method recommended by manufacturer for material used and objects to be painted is acceptable.

D. Minimum Coating Thickness: Apply paint materials no thinner than manufacturer's recommended spreading rate; provide total dry film thickness of entire system as recommended by manufacturer.1. Number of coats and film thickness required are the same regardless of application method.2. If undercoats, stains, or other conditions show through final coat of paint, apply additional

coats until paint film is of uniform finish, color, and appearance. 3. Give special attention to ensure edges, corners, crevices, welds, and exposed fasteners

receive dry film thickness equivalent to that of flat surfaces.

E. Apply finish to completely cover surfaces with uniform appearance without brush marks, runs, sags, laps, ropiness, holidays, spotting, cloudiness, or other surface imperfections. 1. Before applying finish coats, apply a prime coat of material recommended by

manufacturer, unless the surface has been prime coated by others; where evidence of suction spots or unsealed areas in first coat appear, recoat primed and sealed surfaces to ensure finish coat with no burn through or other defects due to insufficient sealing.

2. Apply first coat to surface that has been cleaned, pretreated, or otherwise prepared as soon as practical after preparation and before subsequent surface deterioration.



3. Do not apply succeeding coats until the previous coat has cured as recommended by manufacturer.

4. Do not recoat until paint has dried to where it feels firm, does not deform or feel sticky under moderate thumb pressure, and application of another coat will not cause the undercoat to lift or lose adhesion.

5. If manufacturer's instructions recommend sanding to produce a smooth, even surface, sand between coats.

6. Before applying next coat vacuum clean surfaces of loose particles. Use tack cloth to remove dust and particles just prior to applying next coat.

7. Pigmented (Opaque) Finishes: Provide smooth, opaque surface of uniform finish, color, appearance, and coverage.

3.05 CLEANING AND PROTECTION

A. Collect waste material which may constitute a fire hazard, place in closed metal containers, and remove daily from site.

B. At the end of each workday, remove empty cans, rags, rubbish, and other discarded paint materials from site.

C. Protect other work, whether being painted or not, against damage by painting. Correct damage by cleaning, repairing or replacing, and repainting as approved by Architect.

D. Provide "Wet Paint" signs to protect newly painted finishes. Remove temporary protective wrappings provided by others to protect their work after completing painting operations.

E. At completion of construction activities of other trades, touch up and restore damaged or defaced painted surfaces. Comply with procedures specified in MPI Manual.

END OF SECTION



SECTION 10 28 00

TOILET ACCESSORIES

PART 1 GENERAL


A. Accessories for toilet rooms.

B. Grab bars.


A. Rough Carpentry Section 06 10 00 – Required blocking.


A. ASTM A 269 - Standard Specification for Seamless and Welded Austenitic Stainless Steel Tubing for General Service; 2008.


A. Coordinate the work with the placement of internal wall reinforcement, concealed ceiling supports, and reinforcement of toilet partitions to receive anchor attachments.

1.05 SUBMITTALS


B. Product Data: Provide data on accessories describing size, finish, details of function, attachment methods.

C. Manufacturer's Installation Instructions: Indicate special procedures and conditions requiring special attention.

PART 2 PRODUCTS

2.01 MATERIALS

A. Accessories - General: Shop assembled, free of dents and scratches and packaged complete with anchors and fittings, steel anchor plates, adapters, and anchor components for installation.

2.02 FINISHES

A. Stainless Steel: No. 4 satin brushed finish, unless otherwise noted.

2.03 TOILET ROOM ACCESSORIES

A. Toilet Paper Dispenser: Single roll, surface mounted bracket type, chrome-plated zinc alloy brackets, spindleless type for tension spring delivery designed to prevent theft of tissue roll.

B. Mirrors: Stainless steel framed, 6 mm thick float glass mirror.1. Frame: 0.05 inch angle shapes, with mitered and welded and ground corners, and

tamperproof hanging system; No.4 finish.2. Adjustable Tilt Mirrors: Stainless steel piano hinge full width of base and elbow hinges at

sides of mirror, for minimum tilt forward from top of 6 inches.

C. Grab Bars: Stainless steel, 1-1/4 inches outside diameter, minimum 0.05 inch wall thickness,

Maritime Montville TOILET ACCESSORIES 10 28 00- 1


nonslip grasping surface finish, concealed flange mounting; 1-1/2 inches clearance between wall and inside of grab bar.1. Length and configuration: As indicated on drawings.

D. Robe Hook: Heavy-duty stainless steel, single-prong, rectangular-shaped bracket and backplatefor concealed attachment, satin finish.

PART 3 EXECUTION

3.01 EXAMINATION

A. Verify existing conditions before starting work.

B. Verify exact location of accessories for installation.

3.02 PREPARATION

A. Provide templates and rough-in measurements as required.

3.03 INSTALLATION

A. Install accessories in accordance with manufacturers' instructions.

B. Install plumb and level, securely and rigidly anchored to substrate.

C. Mounting Heights and Locations: as indicated on drawings

END OF SECTION

Maritime Montville TOILET ACCESSORIES 10 28 00- 2


SECTION 10 44 00

FIRE PROTECTION SPECIALTIES

PART 1 GENERAL


A. Fire extinguishers.

B. Fire extinguisher cabinets.


A. Section 06 10 00 - Rough Carpentry: Wood blocking product and execution requirements.


A. NFPA 10 - Standard for Portable Fire Extinguishers; 2010.

1.04 SUBMITTALS


B. Product Data: Provide extinguisher operational features.

C. Manufacturer's Certificate: Certify that products meet or exceed specified requirements.

PART 2 PRODUCTS

2.01 FIRE EXTINGUISHERS

A. Fire Extinguishers - General: Comply with product requirements of NFPA 10 and applicable codes, whichever is more stringent.

B. FE-36 Type Fire Extinguishers: Carbon steel tank, with pressure gage.1. Class: A:B:C.2. Size: 2.5 pound.3. Size and classification as scheduled.

2.02 FIRE EXTINGUISHER CABINETS

A. Metal: Formed primed steel sheet; 0.036 inch thick base metal.

B. Cabinet Configuration: Recessed type.1. Form cabinet enclosure with right angle inside corners and seams. Form perimeter trim

and door stiles.

C. Door Glazing: Plastic, clear, 1/8 inch thick acrylic. Set in resilient channel gasket glazing.

PART 3 EXECUTION

3.01 INSTALLATION

A. Install in accordance with manufacturer's instructions.

B. Secure rigidly in place.

C. Place extinguishers and accessories in cabinets.

END OF SECTION

Maritime Montville FIRE PROTECTION SPECIALTIES 10 44 00- 1

Maritime Energy Office - Blane Casey · A. An electronic set of Bid Documents will be provided to...

Documents

Transcript of Maritime Energy Office - Blane Casey · A. An electronic set of Bid Documents will be provided to...