Attach-3-Specifications-Residence-2.pdf

STANTEC – 07312020 100% DETAILED DESIGN TABLE OF CONTENTS

140F0020P0039 – INKS DAM RESIDENCE #2 REHAB DESIGN PAGE 00 01 10 - 1

TABLE OF CONTENTS

DIVISION 01 – GENERAL CONTRACT CONDITIONS

01 00 90 GENERAL INFORMATION AND REQUIREMENTS ..........................................1-7

DIVISION 02 - EXISTING CONDITIONS

02 82 13 ASBESTOS REMOVAL .....................................................................................1-2

DIVISION 07 – THERMAL AND MOISTURE PROTECTION

07 21 16 INSULATION .....................................................................................................1-6

DIVISION 09 - FINISHES

09 29 00 GYPSUM BOARD............................................................................................ 1-10 09 96 00 PROTECTIVE COATINGS ................................................................................1-6

DIVISION 22 – PLUMBING

22 00 00 PLUMBING PIPING AND SPECIALTIES …………………………….…………....1-8

DIVISION 26 – ELECTRICAL

26 00 00 ELECTRICAL WORK, GENERAL .................................................................... 1-10 26 01 26 ELECTRICAL TESTS ......................................................................................1-14 26 05 19 WIRE AND CABLING ........................................................................................1-4 26 05 26 GROUNDING ................................................................................................... 1-4 26 05 33 ELECTRICAL RACEWAY SYSTEMS ............................................................... 1-6 26 05 36 WIRING DEVICES ............................................................................................ 1-6 26 12 16 PANELBOARDS ............................................................................................... 1-2 26 43 00 SURGE PROTECTION DEVICES (SPD) .......................................................... 1-4 26 50 00 LIGHTING ..........................................................................................................1-4

DIVISION 27 – COMMUNICATIONS

27 13 01 COMMUNICATION CABLES... ..........................................................................1-4

END OF SECTION 00 01 10

INKS DAM NFH RESIDENCE #2 ELECTRIAL & PLUMBING REHB

BURNET COUNTY, TEXAS 2020

GENERAL INFORMATION AND REQUIREMENTS 01 00 90-1

SECTION 01 00 90 –GENERAL INFORMATION AND REQUIREMENTS

PART 1 - GENERAL

1.1 SUMMARY

A. GENERAL DESCRIPTION OF WORK REQUIRED IN THIS CONTRACT: The work shall consist of providing all labor, equipment, supplies and materials to perform the following in the hatchery’s 1,375 SqFt Residence #2 (#341- White Cinder Block House)-(Asset #10006233) which was originally constructed in 1961 and the associated 400SqFt detached garage/storage building:

1. To replace all the electrical wiring and electrical equipment to upgrade the residence to the 2017 National Electric Code (NEC),

2. To replace all the domestic water piping and all sanitary sewer piping to upgrade the residence to the latest Plumbing Code,

3. To replace the existing tank-type hot water heater with a new instantaneous tank-less water heater,

4. To replace all communication wiring and outlet terminal equipment,

5. Remove and existing gypsum walls, ceiling and trim which shall include proper abating asbestos and lead paint materials, and

6. Replace all walls, ceiling, trim and etc that were removed for accessing and replacing the existing electrical wiring and plumbing which shall include all finishes and painting to return the residence back to habitable conditions. This shall include reinstalling existing kitchen cabinetry and other similar items, which were also removed for the electrical wiring and plumbing replacement work.

7. All work shall comply with the specifications and as shown on the drawings herein.

B. NOTE - NEW PLUMBING REQUIREMENT: After the drawings were Finalized and Stamped, it was confirmed that the residence has ONE Hose bib that needs to be added to the required plumbing work as follows:

1. Delete Note #14 on Drawing P-3.

2. Add NEW Note #14 on Drawing P-3 as follows: “Remove and Replace one existing, exterior, freeze proof hose-bibs faucets and the associated piping at the same location.

The Hose-Bib is on the Southwest exterior wall under the Office window.

3. The new associated piping shall be PEX.

C. WORK LOCATION: The address of the work is at the Inks Dam NFH, 345 Clay Young Road, Burnet Texas 78611.

D. SITE VISIT: Contractors shall visit project site and inspect existing conditions prior to submitting quotes. One site visit will be schedule thru the Contracting Officer before bidding- See Federal Acquisition Regulation (FAR) clause 52.236-27 “Site Visit”. Contact Jeff Conway

- Hatchery Manager, 512-793-2474, to be placed on the list for the scheduled site visit.

E. PROJECT CONTACTS: Refer to Federal Acquisition Regulation and main Contract Solicitation parts for assigned project points of contact and their contact information.

GENERAL INFORMATION AND REQUIREMENTS 01 00 90-2

1.2 PERFORMANCE TIME and LIQUIDATED DAMAGES:

A. The residence is currently inhabited and the government will provide temporary housing for the current residents along with storage units for their personal property for duration of the project so the contractor will have unrestricted access to the residence to perform the specified work during normal hatchery hours of operation.

B. As a result, the total performance time for this contract is 45 calendar days from when the Notice to Proceed is issued which is anticipated to be at the first of the month. The performance time shall include detailed technical materials submittal approvals, material and equipment acquisition, installation, testing, adjusting, reporting, clean-up, final inspection and project closeout. The actual Notice to Proceed date can be negotiable but must be agreeable to the current residents, the contractor and the on-site government personnel.

C. Liquidated damages will be accessed after the period of performance expires at a rate $300/day.

D. Refer to Paragraph 3.2 B below, for anticipated normal hatchery access hours for construction work activities. Coordinate with the hatchery manager, CI and COR for requesting any variance in the hatchery’s established work hours.

E. It is anticipated that Residence #3 shall be totally complete before a Notice to Proceed will be given for Residence #2 work.

1.3 REFERENCES

A. Referenced Specifications/Standards with Abbreviations and/or Acronyms: Wherever the following acronyms are used in these specifications or on the drawings, they are to be construed the same as the respective expressions represented. Copies of the referenced specifications/standards referred to herein may be procured by the Contractor.

B. See individual contract specification for referenced Standards and or Specifications.

1.4 CODE COMPLIANCE: Refer to individual contract specification sections and drawings for specific required Codes applicable to this project.

1.5 PROJECT SCOPE OF WORK: Refer to drawings and individual project technical specifications.

A. INSTALLER QUALIFICATION: Refer to drawings and individual project technical specifications for specific installer qualifications requirements.

1.6 SITE CONDITIONS

A. Asbestos Survey: An asbestos survey was conducted in 1999; refer to specification and drawings for specific contract requirements.

GENERAL INFORMATION AND REQUIREMENTS 01 00 90-3

B. Lead Paint Survey: A lead-based paint survey was conducted in 1999; refer to specification and drawings for specific contract requirements

C. Non-potable water and electric power for construction is available in limited quantities.

Contractor shall make any arrangements necessary for the use of water and/or electrical power.

Contractor shall provide drinking water and sanitary services / “Porta-Potties” for employee use for duration of the contract.

D. Provide notice to Fish Hatchery Manager for his/her approval at least 72 hours in advance of any requested power outage.

E. EXISTING UNDERGROUND SURVEYS- Contractor shall conduct the following underground surveys to locate and mark any exiting underground utilities or water lines before performing any earth excavations or earth moving operations around the work site associated with the contract’s work execution:

1. Utility Locator Service: Notify local utility locator serving the Project area to locate and mark known utilities around the work site.

2. Contractor shall perform an underground survey for existing underground metallic pipe-lines, warning tapes, and electrical circuits before beginning any earth excavations or moving operations around the work site.

3. Contractor shall inquire and consult with hatchery personnel to identify any known underground utility, service, electrical, phone, and etc. before beginning any earth excavations or moving operations around the work site.

F. Existing property not indicated for demolition, shall be protected. All damage caused by Contractor’s activities shall be repaired by the Contractor at no additional cost to the Government.

G. BEFORE PERFORMING ANY ON-SITE MODIFICATION to the existing (electrical, control, mechanical, plumbing ) systems, the contractor shall witness the current operational condition of the various systems and note any malfunctioning equipment in the building. The government’s designated construction inspector (CI) shall demonstrate the operations of the various existing systems. This demonstration shall be documented in the CI’s daily log along with documenting any specific operational problems or existing condition issues. Both, the contractor’s designated on-site representative and the government CI shall sign the daily log agreeing to the current operation conditions. The government inspector shall provide copies of the signed daily log to the contractor, the Contracting Officer (CO), the hatchery manager, and the Contracting Officer’s Representative (COR) before disturbing the existing system.

H. PROTECTION OF EXISTING LANDSCAPE: Protect all vegetation inside and outside work limits. All rutting caused by Contractor activities shall be filled and contoured to match adjacent areas. Areas damaged by Contractor activities shall be repaired at no addition cost to the government.

I. This is a NON SMOKING facility. Contractor personnel are not allowed to smoke on FWS property. Smoking is only allowed in contractor’s personal vehicles and all trash generated from such activities must be removed from FWS grounds.

GENERAL INFORMATION AND REQUIREMENTS 01 00 90-4

1.7 SUBMITTALS

A. SUBMITTAL PROCEDURES AND REQUIRMENTS AFTER AWARD:

1. All Submittals, technical data for materials and supplies to be provided under the contract, Request for Information (RFI), and Request for Contract Changes, shall be delivered to the governments designated Contracting Officer (CO) and/or Contracting Officer’s Representative (COR) at U.S. Fish and Wildlife Service, Region 2, Division of Engineering, P.O. Box 1306, Albuquerque, NM 87103-1306. The designated COR will be assigned by the CO as part of the Contract Award Package along with their contact information.

2. Contractor shall email electronic (PDF) submittal drawings, specification, shop drawings and etc, to the designated government COR for review, comment, and approval. After reviewing the submittals, the CO/COR will return the appropriate electronic (PDF) comments and approvals by email to the contractor’s designated project manager.

Contractor shall be responsible for distributing the government’s review, comments and approvals to his suppliers and sub-contractors.

3. Submittals shall come directly from the Contractor with their stamp and signature of approval; submittals will not be accepted from sub-contractors or suppliers.

4. Do not commence with work which requires review of any submittals until receipt of returned submittals with an acceptable action. Do not allow submittals without an acceptable action marking to be used for the project.

5. There will be no approval of technical data submittals prior to contract award.

6. All Technical Product Data, Description and Shop Drawings shall be submitted to the designated Contracting Officer’s Representative (COR) for review and approval before ordering or installing equipment. Submittals will be evaluated based on the contract requirements stated in the specifications and/or on the drawings. Refer to specification sections for submittals required. Unapproved equipment may not be accepted.

7. Each Technical Submittal shall have an appropriately filled out USFWS Submittal Transmittal Form (#REN-021) which will serve as a submittal summary and tracking device. The form will be provided as part of the Contract Award Package.

8. Each Technical Submittal shall be highlighted to clearly show contract compliance requirements and what options or features will be provided.

9. APPROVALS: Approval of the technical submittals is an indication that the Contractor's submittals have been reviewed and that there are no exceptions taken, except as noted.

Approval of deviations shall apply only to those deviations or omissions from the requirements of the drawings and specifications that are specifically brought to the Contracting Officer's attention in writing. After an item has received an approval and a substitution is necessary, resubmit the new substitute item for a new approval. Approval of submittals does not relieve the Contractor of errors, omissions, or from complying with the Contract’s requirements.

10. REVIEW TIME: Allow at least 10 WORKING DAYS for review, plus transmittal time back and forth.

11. The Technical Submittal process SHALL NOT BE USED for Requesting Information (RFI) or clarification. Contractor shall submit separate written RFI’s to both the CO and the COR in a form which will allow for a formal written response from the CO and/or COR. Each RFI shall have a separate identifying number and date.

12. The Technical Submittal process SHALL NOT BE USED for requesting changes or price changes to the contract. Refer to FAR Clauses for Contract Change procedures.

GENERAL INFORMATION AND REQUIREMENTS 01 00 90-5

B. PROJECT CLOSEOUT SUBMITALS

1. Test and Inspection Reports: Submit to the designated COR all contract specified inspections/witnessing reports, tests result documentation and/or commissioning test results before requesting final inspection. Refer to individual specification sections for required inspection, test, and reports.

2. Operation and Maintenance Manual: Submit two copies of Operation and Maintenance Manuals to the CI which shall include product approved technical cut sheets and sequence of operations for the new equipment’s maintenance and operating instructions.

3. Project Warrantees:

a. All project construction shall be provided with a one-year warranty in accordance with FAR 52.246-21

b. In addition to the standard one year construction warranty, provide the specifically specified extended manufacturer's written warranty.

1.8 QUALITY ASSURANCE:

A. Qualifications: The contractor shall be a licensed GENERAL Contractor having successfully completed five projects of similar complexity and scope within the past three years.

B. Codes and Standards: The work shall comply with codes and standards applicable to each type of work and as listed in the individual specification sections. This contract incorporates materials, applications, and tests by reference, with the same force and effect as if they were given in full text.

C. Conflict: Where a conflict occurs between reference documents, drawings, and project specifications, refer to the FAR’s and the Contracting office for resolution.

D. Product basis: Where specifications or drawings call out a specific product or manufacturer, it is understood that an equal or better product is acceptable, as approved in the submittal process.

PART 2 - PRODUCTS – NOT USED- REFER TO SPECIFIC TECHNICAL SPECIFICATIONS FOR

ALL NEW EQUIPMENT AND MATERIALS

PART 3 - EXECUTION

3.1 PROJECT MEETINGS:

A. Preconstruction Conference: Telephone conference call is anticipated.

B. Progress Meetings: To be held at the project site as required.

C. Inspections:

1. Contractor shall perform and maintain records of their construction inspection to ensure their own construction quality assurance and contract compliance. Refer to FAR 52.246

2. The government’s on-site construction inspector (CI) and/or COR will conduct routine inspections to monitor the contracts progress. Inspection of items of work by the CI will not relieve the Contractor of the requirement to meet project specifications. The CI shall

GENERAL INFORMATION AND REQUIREMENTS 01 00 90-6

be informed 24 hours in advance of work requiring his observation. After being informed in advance the CI’s non-attendance shall not prohibit the Contractor from proceeding with work in the CI’s absence.

3. For final inspection, notify the COR in writing at least 14 working days before the completion date so the Government can schedule final inspection. The superintendent shall be present during the final inspection.

4. Notify COR and CI ten working days in advance of anticipated date for equipment start-up and operational tests.

5. Notify COR and CI ten working days in advance of anticipated date for final inspections.

3.2 SEQUENCING AND SCHEDULING WORK

A. Work Schedule: The schedule shall be submitted at the pre-work conference. When requested, submit an updated schedule within 3 calendar days. As a minimum, the estimated start and completion dates shall be shown on the schedule.

B. The Contractor’s normal work schedule shall be 7:30 a.m. to 4:00 p.m., Monday through Friday. No work shall be performed on Saturdays, Sundays, or federal holidays, unless authorized in writing by the Contracting Officer.

3.3 PROJECT AS-BUILT RECORD DRAWINGS:

A. As the job progresses, continuously maintain as-built drawings of the work. The changes shall be noted legibly in red pencil or red ink. These drawings shall be submitted to the COR prior to final inspection. Should final inspection reveal changes in the Project not so noted on the As- Built Drawings, the Contractor shall record these changes on the As-Built Drawings within 3 working days. Deliver completed As-Built Drawings to the COR at final inspection and before requesting final payment.

3.4 SAFETY:

A. SAFETY PLAN: Contractor shall submit, for approval before any work is conducted on site, a safety and a quality assurance plan for the project. Plans shall be site specific for this project.

The safety plan shall address all OSHA personnel safety equipment and clothing to be worn on the construction site.

B. SUPERINTENDENT RESPONSIBILITY: Contractor’s on-site superintendent shall ensure all personnel (including all sub contactors) comply with the approved safety plan/manual. In addition, the Superintendent shall ensure compliance with all applicable state and local safety codes and regulations including but not limited to Occupational Safety and Health Administration regulations, 29 CFR, Part 1926.

C. MSDS’s : Contractor shall maintain copies of all the Material Safety Data Sheets for all materials on the construction site for the duration of the contract.

D. DISPOSAL OF DEBRIS: Demolition debris shall be removed from the project site and disposed of in a legal disposal site by the Contractor. Contractor shall pay all fees required for disposal.

GENERAL INFORMATION AND REQUIREMENTS 01 00 90-7

E. Work areas shall be roped off to alert unauthorized personnel to work in progress.

3.5 DELIVERY, STORAGE, AND HANDLING:

A. Delivery: Protect products incorporated into the work from damage while in transit to the site.

Products must be delivered in original unopened containers with manufacturer’s name, brand designation, and contents legibly indicated. The containers shall bear the referenced specification number, type, and class as applicable.

B. Contractor shall be responsible for providing all equipment and labor required for offloading/unloading all equipment and supplies to be provided under the contact. Contractor shall also inspect and accept all equipment and supplies delivered to the site. The government will not perform any offloading, inspection and accepting for the contractor.

C. Storage: Provide temporary storage facilities for products. Storage shall comply with the manufacturer’s instructions. The storage area shall permit access for inspection and handling.

D. Handling: Loading and unloading of products shall be protected from damage. Damaged products shall be replaced with new products; repairs shall not be acceptable.

3.6 PAYMENTS:

A. Payments shall be made in accordance with procedures outline in FAR 52.232-27.

B. Construction progress payments will be made on a monthly basis based on the work completed per the approved Schedule of Values, as agreed to by the Construction Inspector and the Superintendent or Project Manager.

C. Retainage will not be implemented unless the Contracting Officer determines that construction progress and/or quality are not satisfactory.

3.7 SPECIFIC WORK REQUIREMENTS – REFER TO SPECIFIC TECHNICAL

SPECIFICATIONS.

END OF STATEMENT OF WORK

STANTEC – 07312020 100% DETAILED DESIGN ASBESTOS REMOVAL

140F0220P0039 - INKS DAM RESIDENCE #2 REHAB DESIGN PAGE 02 82 13 - 1

SECTION 02 82 13 – ASBESTOS REMOVAL

PART 1 -- GENERAL

1.1 THE SUMMARY

A. The CONTRACTOR shall remove and dispose asbestos containing material in all areas shown on the project plans and with the cutting and removal of any gypsum board.

B. The OWNER does not have an Asbestos Containing Material Abatement Plan. The CONTRACTOR shall be required to submit a complete Asbestos Containing Material Abatement Plan.

1.2 REFERENCE SPECIFICATIONS, CODES AND STANDARDS

A. The CONTRACTOR shall conform to all appurtenant federal, state and local regulations, rules, criteria, ordinances, including but not limited to: ANSI, ASTM, CFR, CGA, EPA, NFPA, NIOSH, UL, regarding performance of asbestos abatement.

1.3 QUALITY ASSURANCE

A. All asbestos abatement shall be performed by properly licensed and insured firms. The CONTRACTOR shall submit the proposed asbestos abatement firm's qualifications to the

OWNER.

B. The CONTRACTOR shall prepare and submit written safety, accident prevention, and response plans prior to initiating work.

C. The CONTRACTOR shall submit evidence that all personnel, firms, testing laboratories etc. engaged in asbestos abatement are qualified.

D. The CONTRACTOR shall engage the services of an independent testing and inspection firm who shall monitor the Asbestos Abatement Contractor during all phases of the abatement work. The independent inspection and testing firm shall have full access to the affected work area; and shall prepare reports summarizing the status of work on a regular basis. The independent firm shall conduct all inspections, testing and reports as required by the applicable regulatory agency.

PART 2 -- PRODUCTS (NOT USED)

PART 3 -- EXECUTION

3.1 GENERAL

A. All personnel performing asbestos abatement work shall be properly protected. Personnel of other trades not engaged in asbestos abatement activities shall not be exposed at any time to airborne concentrations of asbestos. Building heating, ventilation, and air conditioning (HVAC) shall be shut down and capped and temporary HVAC provided prior to initiation of the work. The CONTRACTOR shall immediately suspend work in the affected work area in the event airborne concentrations exceed allowable concentrations as defined by applicable regulatory agency.

STANTEC – 07312020 100% DETAILED DESIGN ASBESTOS REMOVAL

140F0220P0039 - INKS DAM RESIDENCE #2 REHAB DESIGN PAGE 02 82 13 - 2

3.2 CLEANUP AND DISPOSAL

A. The abated asbestos regulated work area shall be property cleaned by collecting, packing and storing all gross contamination as required by the applicable regulatory agency. The CONTRACTOR shall submit written certification that the affected area is safe before unrestricted entry will be permitted.

B. All asbestos waste resulting from the abatement work shall become the property of the abatement contractor and shall be disposed as required by the applicable regulatory agency.

C. The CONTRACTOR shall provide completed final copies of the records certifying that all waste materials have been properly disposed of.

END OF SECTION

STANTEC – 07312020 100% DETAILED DESIGN INSULATION

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SECTION 07 21 16 - INSULATION

PART 1 - GENERAL

1.1 THE SUMMARY

A. Provide fiberglass batt thermal insulation for exterior envelope assemblies as shown on the drawings or specified herein, all in accordance with the contract documents.

B. Provide cellulose insulation as shown on the drawings or specified herein, all in accord-ance with the contract documents.

C. Material and installation shall conform to applicable building code requirements of all au-thorities having jurisdiction.

1.2 REFERENCES

A. Materials shall meet the property requirements of one or more of the following specifica-tions as applicable to the specific product or end use:

1. American Society for Testing of Materials (ASTM):

2. ASTM C423 Test Method for Sound Absorption Coefficient by the Reverberation Room Method.

3. ASTM C518 Test Method for Steady State Thermal Transmission Properties by Means of the Heat Flow Meter.

4. ASTM C665 Specification for Mineral-Fiber Blanket Thermal Insulation for Light Frame Construction and Manufactured Housing.

5. ASTM C1320 Standard Practice for Installation of Mineral Fiber Batt and Blanket Thermal Insulation for Light Frame Construction.

6. ASTM E136 Test Method for Behavior of Materials in a Vertical Tube Furnace at 750°C.

7. ASTM E84 Test Method for Surface Burning Characteristics of Building Materials.

8. ASTM E119 Test Methods for Fire Tests of Building Construction and Materials.

9. ASTM C739 Standard Specification for Cellulosic Fiber Loose-Fill Insulation

10. ASTM 1015 Standard Practice for Installation of Cellulosic and Mineral Fiber Loose Fill Insulation

11. ASTM C1149 Standard Specification for Self-Supported Spray Applied Cellulosic Thermal Insulation

12. ASTM C1497 Standard Specification for Cellulosic Fiber Stabilized Insulation

13. Code of Federal Regulations (CFR)

14. 16 CFR Part 460 Labeling and Advertising of Home Insulation (commonly known as the FTC R-Value Rule)

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15. 16 CFR Part1209 Interim Safety Standard for Cellulose Insulation (Consumer Prod-ucts Safety Commission standard for cellulose insulation)

1.3 SUBMITTALS

A. Product Data: Submit data on product characteristics, performance criteria, and limita-tions, including installation instructions.

B. Sustainable Design: Submit manufacturer’s sustainable design certifications as speci-fied.

1.4 DELIVERY, STORAGE, AND HANDLING

A. Deliver materials in manufacturer’s original packaging.

B. Store and protect products in accordance with manufacturer’s instructions. Store in a dry indoors location. Protect insulation materials from moisture and soiling.

C. Arrange storage of products to permit access for inspection. Periodically inspect to verify products are undamaged and are maintained in acceptable condition.

D. Do not install insulation that has been damaged or wet. Remove it from jobsite.

PART 2 - PRODUCTS

2.1 MANUFACTURER

A. Thermal Batt Insulation: Although design is based on a manufacturer listed below, any other equivalent manufacturer’s product may be used.

1. Owens Corning

2. Johns Manville

3. Approved Equal

B. Cellulose Thermal Acoustical Insulation: Although design is based on a manufacturer listed below, any other equivalent manufacturer’s product may be used.

1. Owens Corning

2. Greenfiber

3. Approved Equal

2.2 MATERIALS

A. Thermal Batt Insulation

1. ASTM C 665, Type II, Class C preformed formaldehyde free glass fiber batt type, paper faced one side.

a. ICC Building Code Construction Classification: III, IV, V.

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b. Perm Rating: 1 perm maximum per ASTM E96.

c. Accessories: Provide accessories per insulating system manufacturer’s rec-ommendations, including the following:

d. Tape: Polyethylene self-adhering type for faced insulation and bright aluminum self-adhering type for foil faced insulation.

e. Insulation Fasteners: Impale clip of galvanized steel; type recommended by in-sulation manufacturer for particular use intended.

f. Mechanical Insulation Fasteners: FM approved, corrosion resistant, size re-quired to suit application.

g. Wire Mesh: Galvanized steel, hexagonal wire mesh.

h. Spindle Fasteners: Corrosion-resistant wire spindles.

i. Ventilation Baffles: Formed plastic, metal, or cardboard sized to fit full width of rafter spaces.

B. Cellulose Thermal Acoustical Insulation

1. Insulation shall be loose fill cellulose insulation.

2. Insulation shall conform with Consumer Products Safety Commission Interim Safety Standard 16 CFR Part 1209 and with the applicable ASTM material standard for the specific type of cellulose insulation.

3. Retention membranes, if required, shall conform with the requirements of the insula-tion manufacturer and building codes.

2.3 PERFORMANCE CRITERIA

A. Wood Frame Construction - Walls, R-Value: Per ASTM C518.

1. R-11, 3-1/2-inch (89mm) thickness, 15-inch (381mm) or 23-inch (584mm) width, 48-inch (1219mm) or 93-inch (2362mm) length.

B. Wood Frame Construction - Ceiling, R-Value: Specified R-value shall be based on manufacturer’s coverage chart, developed in conformance with the requirements of 16 CFR Part 460.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Examine the areas and conditions under which work of this section will be installed.

Verify that adjacent materials are dry and ready to receive insulation. Verify mechanical and electrical services within walls have been tested and inspected. Verify preparatory work specified has been properly done, including, but not limited to free of debris, conduits and non-heat producing devices and that heat-producing devices and

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elements that are not inherently fireproof are shielded such that insulation will be held 3” away.

B. Provide written report listing conditions detrimental to performance of work in this section. Do not proceed with installation until unsatisfactory conditions have been corrected.

3.2 INSTALLATION

A. Thermal Batt Insulation

1. Comply with manufacturer's installation instructions and ASTM C1320.

2. Friction-fit blanket insulation in place, until the interior finish is applied. Install batts to fill entire stud cavity, with no gaps, voids, or areas of compression. If stud cavity is less than 8 feet in height, cut lengths to friction fit against floor and ceiling tracks.

Walls with penetrations require that insulation be carefully cut to fit around outlets, junction boxes, and other irregularities.

3. Do not install insulation on top of or within 3 inches of recessed light fixtures unless the fixtures are approved for such use.

4. Within exterior wall framing, install insulation between pipes and backside of sheath-ing. Cut or split insulation material as required to fit around wiring and plumbing.

5. Where showers and bathtubs are located on exterior walls, install insulation and va-por retarder air barrier between units and exterior.

6. If eave ventilation baffles are required, install ventilation baffles at eaves to hold in-sulation down from roof sheathing and provide positive ventilation from eave to attic space.

7. Fluff insulation to full thickness for specified R-value before installation. Do not compress insulation in the cavity during installation, creating gaps or voids that could diminish thermal value.

8. Trim insulation neatly to fit spaces. Fill miscellaneous gaps and voids with insula-tion.

9. Fit insulation tight in spaces and tight to exterior side of mechanical and electrical services within the plane of insulation.

10. For batt insulation with factory-applied facing, install with vapor retarder membrane facing warm in the winter side of building spaces or as specified by local building code. Lap ends and side flanges of membrane over or between framing members.

Tape to seal tears, cuts or misalignments in membrane.

11. Secure insulation in place using one of the following methods: Friction fit; staple or nail facing flanges in place as needed, tape in place, retain in place with spindle fas-teners, retain in place with wire mesh secured to framing members.

B. Cellulose Thermal Acoustical Insulation

1. Contractor shall affix thickness markers labeled in inches or R-values with at least one marker per 300sf of attic area. Each marker shall face the attic access.

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2. Contractor shall verify installed R-value with a bag count and shall provide a certifi-cate indicating the number of bags installed and the installed R-value. The installer shall post the certificate in a conspicuous location where it is visible and readable from the attic access.

3. Continuity: at the owners or general contractor’s discretion, and infrared thermo-graphic inspection may be required. If the test proves the insulation is satisfactory, its cost will be borne by the owner. If the test shows discontinuity, its cost and the cost of achieving continuity shall be borne by the contractor.

4. It is recommended, but not within the scope of this specification, that blower door testing be done to verify that adequate air sealing has been done to assure the thermal performance of the building envelope.

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STANTEC – 07312020 100% DETAILED DESIGN GYPSUM BOARD

140F0220P0039 - INKS DAM RESIDENCE #2 REHAB DESIGN PAGE 09 29 00-1

SECTION 09 29 00 – GYPSUM BOARD

PART 1 -- GENERAL

1.1 THE SUMMARY

A. The CONTRACTOR shall provide gypsum board and appurtenant WORK, complete and in place, in accordance with the Contract Documents.

1.2 REFERENCES

A. Where reference is made to any of the below, the revision in effect at the time of bid opening shall apply.

B. American Society of Testing and Materials (ASTM):

ASTM A 36 Standard Specification for Carbon Structural Steel

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

ASTM C 36 Standard Specification for Gypsum Wallboard

ASTM C 475 Standard Specification for Joint Compound and Joint Tape for Finishing Gypsum Board

ASTM C 518 Standard Test Method for Steady-State Thermal Transmission Properties by Means of the Heat Flow Meter Apparatus

ASTM C 578 Standard Specification for Rigid, Cellular Polystyrene Thermal Insulation

ASTM C 645 Standard Specification for Nonstructural Steel Framing Members

ASTM C 754 Standard Specification for Installation of Steel Framing Members to Receive Screw-Attached Gypsum Panel Products

ASTM C 840 Standard Specification for Application and Finishing of Gypsum Board.

ASTM C 1325 Standard Specification for Non-Asbestos Fiber-Mat Reinforced Cement Substrate Sheets

ASTM D 2626 Standard Specification for Asphalt Saturated and Coated Organic Felt Base Sheet Used in Roofing

ASTM D 3273 Standard Test Method for Resistance to Growth of Mold on the Surface of Interior Coatings in and Environmental Chamber

ASTM E 84 Standard Test Method for Surface Burning Characteristics of Building Materials

ASTM E 96 Standard Test Method for Water Vapor Transmission of Materials

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ASTM E 119 Standard Test Methods for Fire Tests of Building Construction and Materials

ASTM E 136 Standard Test Method for Behavior of Materials in a Vertical Tube Furnace at 750 degrees C

ASTM E 1677 Standard Specification for an Air Retarder (AR) Material or System for Low-Rise Framed Building Walls

C. Building Code: Refer to the Drawings to determine which Building Code applies. The applicable Building Code, defined by the Drawings, is referenced to herein as “the CODE.”

D. Federal Specifications:

QQ-W-461H Wire, Steel, Carbon (Round, Bare, and Coated)

E. Gypsum Association:

GA-203 Installation of Screw-Type Steel Framing Members to Receive Gypsum Board

GA-216 Recommended Specifications for the Application and Finishing of Gypsum Board

GA-253 Recommended Specification for the Application of Gypsum Sheathing.

GA-600 Fire Resistance Design Manual

F. Technical Association of Pulp and Paper Industry (TAPPI)

G. Underwriters Laboratories (UL): Fire Resistance Directory.

1.3 QUALITY ASSURANCE

A. Single Source Responsibility:

1. Gypsum board shall be provided by a single Manufacturer, each.

2. Framing and accessories shall be provided by a single Manufacturer, each.

3. Tape, adhesives, joint and finishing compounds shall be provided by a single Manufacturer, each.

B. Installer Qualifications:

1. A minimum of 5 years’ experience in the successful completion of at least 5 projects of similar size and scope, employing similar products, materials, applications, and performance requirements.

2. Installers without these qualifications will not be accepted.

C. WORK of this Section shall conform to applicable portions of GA-203, GA-216, GA-253, and GA-600.

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1.4 SPECIAL WARRANTY PROVISIONS

A. Furnish Manufacturer’s 5-year written warranty to cover defects in materials, products, and manufacturing workmanship.

B. CONTRACTOR shall furnish separate, but concurrently running, 5-year written warranty to cover labor.

C. Warranties shall be non-prorated for the entire warranty period.

D. The term of the warranties shall begin on the date of Substantial Completion.

PART 2 -- PRODUCTS

2.1 GENERAL

A. Gypsum board, framing, and appurtenances shall be recommended by the Manufacturer for the installation indicated.

B. Gypsum board, framing, and appurtenances shall be suitable for, and compatible with, the required installation.

C. Labeling and Certification: Fire rated materials shall bear testing agency labels and required fire classification numbers.

2.2 GYPSUM BOARD

A. Manufacturer, or Equal:

1. Subject to the requirements indicated. Although design is based on a manufacturer listed below, any other equivalent manufacturer’s product may be used.

a. GP Gypsum Corporation.

b. National Gypsum Company.

c. United Stated Gypsum Company.

B. Gypsum board shall comply with ASTM C 36.

C. Gypsum board shall be 5/8-inches (16 mm) thick with rounded, tapered edges, unless otherwise indicated.

D. Gypsum board shall be fire rated “Type X,” unless otherwise indicated.

2.3 GYPSUM BOARD ACCESSORIES

A. Tape, joint compound, and finishing compound shall comply with ASTM C 475, and shall be compatible with the gypsum board, as recommended by the gypsum board Manufacturer.

1. Tape shall be fiberglass reinforcing tape.

B. Adhesives for fastening gypsum board-to-gypsum board shall be in accordance with the printed recommendations of the gypsum board Manufacturer.

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C. Concealed sealant shall be mastic type, non-shrinking, non-drying, non-migrating, and non-staining, approved for use by the gypsum board Manufacturer.

D. Fasteners shall be corrosion resistant coated complying with the referenced standards.

1. Screws shall be self-drilling, self-tapping, bugle head for use with power tools, length as recommended by Gypsum Association and the CODE.

a. Type “S” for board-to-sheet metal application.

b. Type “G” for board-to-board application.

PART 3 -- EXECUTION

3.1 DELIVERY, STORAGE, AND HANDLING

A. Deliver materials to Site in Manufacturer’s original, unopened packages, containers, or bundles with labels intact, which clearly identify contents.

B. Store materials carefully in accordance with the Manufacturer’s written instructions, in an area that is protected from deleterious elements, and in a manner that will prevent damage to the products.

1. Store in dry, well-ventilated space, protected from moisture and humidity.

C. Handle materials in strict accordance with Manufacturer’s written instructions.

3.2 PREINSTALLATION CONFERENCE

A. The WORK of the Section shall be carefully coordinated with the WORK of all other related trades including materials to be built into or applied on gypsum board and items requiring additional supports within partitions.

B. The CONTRACTOR shall meet at the site with the installers of related WORK and review the coordination and sequencing of WORK to ensure that everything to be concealed by WORK of this Section has been accomplished, and that chases, access panels, openings, supplementary framing and blocking, and similar provisions have been completed.

3.3 PROJECT CONDITIONS

A. Comply with Manufacturer’s written instructions, referenced standards, for environmental conditions before, during, and after installation.

1. Building and areas receiving gypsum board WORK shall be completely dried-in and adjoining materials shall be sufficiently dry before starting or continuing gypsum board installation.

2. All windows, doors, roofing, and other waterproofing and weather proofing cladding and components of the building shell shall in place and complete.

3. Gypsum board shall not be exposed to moisture, excessive or continuous humidity, or water at any time.

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4. Maintain a minimum room temperature of 55 degrees F, during application of gypsum board and joint treatment until completely dry or occupied.

5. Provide adequate ventilation as required.

B. Protect surrounding WORK from damage that may result from operations under this Section.

3.4 INSPECTION

A. The CONTRACTOR shall be totally responsible for the proper performance and completion of the WORK under this Section.

B. Systems and components shall be inspected before installation.

1. Damaged or defective items shall be rejected and marked as such and shall be removed from the Site.

2. Exposed surfaces that exhibit pitting, seam marks, roller marks, stains, discoloration, or other surface imperfections on the finished units shall be rejected.

C. The CONTRACTOR shall verify dimensions, tolerances, and method of attachment with adjacent WORK.

1. Examine substrates, areas, and conditions where gypsum board, framing, and appurtenances will be installed for compliance with the requirements for installation, taking into account tolerances, and other conditions affecting performance of installed gypsum board.

2. Notify the OWNER in writing of conditions detrimental to the proper and timely completion of the WORK. Do not proceed with the WORK until unsatisfactory conditions have been corrected in an acceptable manner.

3. Commencement of the installation by the CONTRACTOR shall indicate CONTRACTOR’S acceptance of the substrate, areas, and conditions.

3.5 PREPARATION

A. Sequence installation properly with the installation and protection of other WORK, so that neither will be damaged by the installation of the other.

3.6 INSTALLATION – GENERAL

A. Installation shall comply with the requirements of the Contract Documents, with the requirements of the CODE, with applicable references, and with Manufacturer’s written instructions. Where a conflict occurs among these requirements, the more stringent shall apply, as directed by the OWNER.

1. Fire rated assemblies shall be installed in accordance with GA-600 and UL Fire Resistance Directory.

B. The CONTRACTOR shall provide corrosion resistant fasteners, anchors, and shims required for a complete installation, and shall be secure, plumb, and true to line, allowing for required movement, including expansion and contraction.

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C. The CONTRACTOR shall provide separation of dissimilar materials to ensure no galvanic action occurs.

D. Horizontal lines shall be level, and vertical lines shall be plumb.

E. Coordinate location of concealed supplemental blocking, backing, and additional anchoring reinforcement with items furnished under other Sections.

3.7 INSTALLATION – GYPSUM BOARD GENERAL

A. Install gypsum board to minimize joints. When joints are necessary, butt tapered joints together; end joints shall be avoided and kept to a minimum.

1. Boards shall be brought into contact with each other but shall not be forced into place.

Joints on opposite sides of a partition shall not occur on the same stud.

2. Provide expansion joints as shown, as recommended per applicable references, and as directed.

B. Where gypsum board abuts other materials, such as masonry walls, structural frame, and decking, the gypsum board shall be held back so as to form a joint, which shall be sealed with acoustical or fire rated sealant as required for the condition.

1. Isolate edges of gypsum board 1/2-inch (13 mm) from abutment with structure, particularly at slabs on grade. Provide trim and caulk with sealant.

C. Fasteners:

1. Gypsum board shall be screw-fastened to framing.

a. Screws shall be spaced not to exceed 12-inches (305 mm) on center except at vertical butting edges of the fire-rated partitions where they shall be 8-inches (203 mm) on center.

b. Space fasteners in accordance with applicable reference standards and Manufacturer's recommendations, except as otherwise indicated.

D. Single Layer Construction: Gypsum board shall be held in firm contact with framing member while fastenings are being driven. Fastening shall proceed from center portion of the gypsum board toward the edges and ends. Fasteners shall be set with heads slightly below the surface of the gypsum board in the dimple formed by the power screwdriver.

Care shall be taken to avoid the breaking of the face paper of the gypsum board.

Improperly driven screws shall be removed.

3.8 GYPSUM BOARD FINISHING

A. Gypsum board shall be taped, and all screw heads, penetrations, joints, end trim, corner beads, fastener, and other depressions shall be treated with joint and finishing compounds applied per applicable references and per Manufacturer's printed recommendations for three-coat WORK.

B. Finish gypsum WORK in accordance with ASTM C 840, to Level 4 of Gypsum Association GA-214, and the following:

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1. Joint compound shall be mixed in accordance with Manufacturer's instructions. A uniform layer of compound shall be applied over the joint approximately 4-inches (102 mm) wide and filling the groove. The tape shall be centered over the joint and embedded into the compound leaving sufficient compound under tape to provide proper bond.

2. A second and third coat of joint compound or joint finishing compound shall be applied after each preceding coat has been allowed to thoroughly dry. Coats shall be spread over tape and the tapered portion of edge and feathered out at the edge.

3. All inside corners shall be coated with at least one coat of joint compound over perforated tape with the edges feathered out.

4. All screw head dimples shall receive at least three coats of compound.

5. Flanges of corner and casing beads shall be concealed by at least two coats of compound feathered out approximately 9-in (229 mm) on one or both sides of the exposed metal as applicable.

6. Allow each application of compound to joints and fastener heads to dry, then sand as required.

7. Caution shall be used to avoid roughing of the gypsum board paper. All gypsum board and treated areas shall be left smooth and ready for painting.

8. Gypsum board shall be sanded smooth, dusted, and provided with a textured orange peel finish coat.

9. Joints and penetrations in gypsum board at non-visible locations, such as within attics or in ceiling plenums shall receive joint treatment, shall be taped, and joints shall be caulked with sealant. Additional treatment to comply with the required fire ratings shall be provided.

3.9 CLEANING, FINISHING, AND PROTECTION

A. Adhesive papers used for masking which become firmly bonded when exposed to heat and/or light shall not be used.

1. Remove masking film and temporary labels as soon as possible after installation.

Films and labels left in place after installation shall be the responsibility of the

CONTRACTOR.

2. Residue shall not be left on any surfaces.

B. Gypsum board shall be protected from damage from subsequent construction operations.

C. The CONTRACTOR shall make adjustments required until accepted.

D. Damaged or defective items shall be removed and replaced at the direction of the

OWNER.

E. When gypsum board WORK is completed, remove unused materials, containers, and equipment, and clean the Site of gypsum board debris.

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STANTEC – 07312020 100% DETAILED DESIGN PROTECTIVE COATING

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SECTION 09 96 00 - PROTECTIVE COATING

PART 1 -- GENERAL

1.1 THE SUMMARY

A. The CONTRACTOR shall provide protective coatings, complete and in place, in accordance with the Contract Documents.

B. Definitions

1. The term "paint," "coatings," or "finishes" as used herein, shall include surface treatments, emulsions, enamels, paints, epoxy resins, and other protective coatings, excepting galvanizing or anodizing, whether used as a pretreatment, primer, intermediate coat, or finish coat.

2. The term "DFT" means minimum dry film thickness, without any negative tolerance.

C. The coating system schedules summarize the surfaces to be coated, the required surface preparation, and the coating systems to be applied. Coating notes on the Drawings are used to show or extend the limits of coating schedules, to show exceptions to the schedules, or to clarify or show details for application of the coating systems.

D. Where protective coatings are to be performed by a Subcontractor, the Subcontractor shall provide 5 references which show that the Subcontractor has previous successful experience with the indicated or comparable coating systems. Include the name, address, and the telephone number for the owner of each installation for which the Subcontractor provided the protective coating.

PART 2 -- PRODUCTS

2.1 GENERAL

A. Suitability: The CONTRACTOR shall use suitable coating materials as recommended by…