PENNSYLVANIA GAME COMMISSION SOUTHWEST REGIONAL …

Project No. PGC-SWRO-21-01

PENNSYLVANIA GAME COMMISSION

SOUTHWEST REGIONAL OFFICE EXTERIOR WEATHERIZATION AND REHABILITATION

PROJECT

Southwest Regional Office Fairfield Township

Westmoreland County

Table of Contents

Bid Notice

Terms and Conditions

Specifications

Technical Specifications

Project Location/Photographs

Drawings

(Provided Separately with Solicitation)

(Provided Separately with Solicitation)

4 Pages

64 Pages

11 Pages

3 Pages (Separate Attachment)

ELECTRONIC BID NOTICE TO PROPOSERS SOUTHWEST REGIONAL OFFICE EXTERIOR REHABILITATION

BUILDING EXTERIOR SEALING AND REPAIR PROJECT NO: PGC-SWRO-21-01

Pennsylvania Game Commission (PGC) 2001 Elmerton Avenue

Harrisburg, PA 17110-9797

September 14, 2021

The Pennsylvania Game Commission (PGC) is soliciting electronic Bids to clean and stain the exterior masonry, repair and repoint missing/deteriorated mortar, patch holes in mortar, remove and recaulk windows, cleaning and painting exterior exposed wood surfaces of the PGC Southwest regional office in Fairfield Township, Westmoreland County. The scope of the project generally includes carpentry, masonry and coatings trades. Bids will be electronically opened and read in the Division of Contracts and Procurement, 2001 Elmerton Avenue, Harrisburg, PA 17110-9797, on Thursday September 30th, 2021 at 2:00 PM.

When bidding, amount Bid should be in dollars and cents-----no fractions of a cent will be accepted.

Questions concerning project specifications and requirements should be directed to the PGC Project Manager:

Austin Kieffer, PGC Headquarters Senior Civil Engineer Phone: 717-787-4250 Ext. 73613 Email: [email protected]

Any questions concerning completion of the electronic Bid should be directed to the PGC Contracts and procurement Section at 717-787-6594.

Bidders should visit the project site to view and determine existing site conditions and constraints that must be considered in their proposal such as site access, structural components, framing, blocking, existing conditions and other conditions and features in the work area. Contact the PGC SWRO Conservation Administrative Supervisor for this project, Mr. Patrick Snickles, for detailed directions to the site at (724) 238-9523 Ext 20209. This phone number is the number to the Southwest Regional Office and will connect to the Region Dispatchers, who will relay messages to Mr. Snickles.

The site is open to the public and interested bidders are encouraged to visit the site for current conditions. A location map of the project area is included in the drawings, this map shows the meeting location.

Bidders shall be experienced and fully capable to perform the type and extent of Work required on this project. After Bids are opened, the PA Game Commission reserves the right to request the names and contact information from at least three (3) references for projects completed within the previous three (3) years that are similar in size and scope in order to verify experience and qualifications. Reference information shall include: Project Name, Description, and Final Cost; and Reference Name, Company, Address, and Phone No. Attached to the project listing in electronic format are this Bid Notice, Project Terms and Conditions, Specifications, and applicable Drawings / Details. These documents are all part of the electronic proposal. Bids must be submitted electronically using the SRM system and must be submitted by the Bid Opening date and time listed above. A bid guarantee or bond is not required. The Commonwealth reserves the right to reject any and all Bids, to waive technical defects in Bids and to accept or reject any part of the Bid deemed in the best interests of the Commonwealth. Except as otherwise provided by law, award will be made to the lowest responsible and responsive Bidder, and all Bidders will be advised of the Bid results. A Purchase Order will be generated at the time of award without further input from the successful Bidder. Awarded vendor will be sent a copy of this document and no work will be authorized until the vendor is in receipt of the Purchase Order. All vendors who conduct business with the Pennsylvania Game Commission must have a Vendor Number assigned to them in order to conduct business and receive payment from the Commonwealth. Access the website www.pasupplierportal.state.pa.us or phone (877) 435-7363 or (717) 346-2676 or email [email protected] for assistance to register as a new vendor or, if you are an existing vendor, to change a main or remit to address.

http://www.pasupplierportal.state.pa.us/

http://www.pasupplierportal.state.pa.us/

mailto:[email protected]

PENNSYLVANIA GAME COMMISSION (PGC) SWRO BUILDING EXTERIOR REHABILITATION

SCOPE: The PGC is requesting bids for masonry, sealant, and exterior weatherization work. All work will take place on the exterior of the PGC Southwest Regional Office located at 4820 PA Route 711, Bolivar, PA 15923. The entirety of the work is to be completed on the exterior surfaces and components of the regional office which is located in Westmoreland County. All pertinent labor, hardware, materials, supplies and supporting access equipment to be included in the bid. General Overall Scope of Work:

Item: Quantity Cleaning building exterior of dirt, debris and deteriorated coatings All surfaces

Repairing holes and cracks in brick masonry pointing Various locations

Clean and paint all exterior exposed wood surfaces (Wooden Signage) Random locations

Staining of all brick masonry surfaces (including chimney) All surfaces Sealing of windows Various

locations Replace weather stripping on all awning operating windows. 38 Windows

GENERAL OVERALL DETAILS:

A. Holes from previous fasteners in exterior brick masonry walls are to be filled and patched to a

match adjacent masonry material. B. Dislodged bricks are to be reset or replaced and securely fastened/repointed with approved

masonry techniques and practices. C. Areas where masonry pointing is removed/missing or recessed, the pointing is to be replaced

or patched using approved masonry techniques and practices. D. Deteriorated or failing window frame caulking is to be removed and reapplied to promote a

weather-tight seal at all penetrations. E. Several windows have detached or missing weather stripping. Replace weather stripping in all

thirty-eight (38) awning type windows. F. Cracks in the brick masonry components are to be sealed or injected with a sealant or approved

epoxy/masonry material as applicable. Cracks within bricks are permitted to be sealed. Cracks within masonry pointing are to be removed and repointed in a uniform continuous manner.

G. Privacy window wall on the north side of the building is to have all caulk removed and replaced

to ensure its weathertightness, in order to prevent active leakage. H. Stain all masonry brick surfaces with approved specified coating.

PENNSYLVANIA GAME COMMISSION (PGC) SWRO BUILDING EXTERIOR REHABILITATION

COMPETION DATE AND LOCATION: The work consisting within this contract, is to be completed and accepted by the PA Game Commission, Southwest Regional Office located in Westmoreland County before the end of Friday, February 25, 2022.

QUESTIONS: Questions regarding the contract can be directed to Mr. Austin Kieffer P.E. in the PGC – Engineering Division at 717-787-4250, ext. 73613 or by email at [email protected] .

Any questions concerning completion of the electronic Bid should be directed to the PGC Contracts and Procurement Division at 717-787-6594.



SWRO Building Exterior Rehabilitation PGC-SWRO-21-01

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PROJECT SPECIFICATIONS The Contractor shall comply with the Contract Terms and Conditions provided with the Bid Documents including but not limited to the following: INSURANCE REQUIREMENTS – In accordance with the Contract Terms and Conditions, the Contractor is required to have in place during the term of the Contract and any renewals or extensions thereof, the following types of insurance, issued by companies acceptable to the Commonwealth and authorized to conduct such business under the laws of the Commonwealth of Pennsylvania:

A. Worker's Compensation Insurance for all of the Contractor's employees and those of any subcontractor, engaged in Work at the site of the project as required by law.

B. Public Liability and Property Damage Insurance to protect the

Commonwealth, the Contractor, and any and all subcontractors from claims for damages for personal injury (including bodily injury), sickness or disease, accidental death and damage to property including the loss of use resulting from any property damage, which may arise from the activities performed under the Contract or the failure to perform under the Contract, whether such performance or non-performance be by the Contractor, by any subcontractor, or by anyone directly or indirectly employed by either. The minimum amounts of coverage shall be $250,000 per person and $1,000,000 per occurrence for bodily injury, including death, and $250,000 per person and $1,000,000 per occurrence for property damage. Such policies shall be occurrence rather than claims-made policies and shall not contain any endorsements or any other form designated to limit and restrict any action by the Commonwealth, as an additional insured, against the insurance coverage in regard to Work performed for the Commonwealth.

Prior to commencement of the Work under the Contract and at each insurance renewal date during the term of the Contract, the Contractor shall provide the Commonwealth with current certificates of insurance. These certificates or policies shall name the Commonwealth AND Pennsylvania Game Commission as additional insured and shall contain a provision that the coverage's afforded under the policies will not be cancelled or changed until at least thirty (30) days written notice has been given to the Commonwealth. COMPLIANCE WITH LAW – The Contractor shall comply with all applicable federal and state laws and regulations and local ordinances in the performance of the Contract. WORKMANSHIP - All Work shall be performed in a Workmanlike manner and all materials and labor shall be in strict and entire conformity with the contract documents and specifications. INSPECTION AND CHANGES - All Work is subject to inspection and acceptance by the Pennsylvania Game Commission. Any Work rejected as defective or unsuitable shall be


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removed and replaced with suitable Work and materials at the sole cost of the Contractor to the complete satisfaction of the Game Commission.

Changes shall be in accordance with the Contract Terms and Conditions.

TEMPORARY SERVICES AND JOB CONDITIONS - The Contractor shall be responsible for providing any and all temporary facilities necessary to execute and protect the Work. The Contractor shall accept all conditions as found upon examination of the site and shall coordinate, plan, and execute the Work accordingly. The Contractor shall cooperate in the arrangements of the Work as necessary to least affect the administration or operations of existing buildings, facilities, and infrastructure. The Contractor shall keep the Work site clean at all times.

PREVAILING WAGE – Prevailing minimum wages do not apply to this project. See Contract Terms and Conditions .

PAYMENT TERMS - A schedule of values is provided with the bid. Payment will be made on a monthly basis upon satisfactory completion of items listed on the Schedule of Values and in accordance with the Contract Terms and Conditions.

All payments due to the Contractor shall be processed after all Work has been inspected and approved by an agent of the Pennsylvania Game Commission. Payment will not be made for Work that is not progressing satisfactorily or for unsuitable or defective Work.

Payments may be withheld for failure to provide required documentation for the project including but not limited to required submittals / shop drawings and weekly submission of Certified Payrolls.

INVOICING – All Project invoices shall be submitted directly to:

Austin Kieffer, P.E. – Engineering Division Pennsylvania Game Commission 2001 Elmerton Avenue Harrisburg, PA 17110 Office: 717-787-4250 Ext.73613 Email: [email protected]

All invoices must be submitted in black and white with no color and shaded areas. Invoices must include the Purchase Order Number, Contractor’s SAP Vendor Number, and the Contractor’s




name and address as listed on the Purchase Order. Payment items on invoices shall match the items on the Purchase Order. Failure to submit invoices that meet these requirements will result in a delay of payment.

Please Note: Vendors are reminded to NOT include employer identification numbers, Social Security Numbers, bank account information, or other personally identifiable information on their invoices. That information is uniquely tied to your SAP Vendor Number and, for security purposes, should not be explicitly stated on an invoice.

CONTRACT TERM - The Contract shall commence upon delivery of Purchase Order to Contractor and shall terminate on February 25, 2022. Contract time is of the essence of the Project. All Work must be completed and accepted by this date.

EXCISE TAXES, PENNSYLVANIA SALES TAX - The Commonwealth is exempt from all Excise Taxes. See Contract Terms and Conditions.

OFFSET PROVISION - The Contractor agrees that the Commonwealth may set off the amount of any state liability or other debt of the Contractor or its subsidiaries that is owed to the Commonwealth and not being contested on appeal against any payments due the Contractor under this or any other contract with the Commonwealth.

PERFORMANCE SECURITY / CONTRACT BONDS – Within 10 days after award of the purchase order, the Bidder to whom the Contract is awarded, shall provide Contract Performance Security in a form acceptable to the Commonwealth for the amounts listed below and in accordance with the Contract Terms and Conditions.

A Performance Bond at one hundred percent (100%) of the contract amount, conditioned upon the faithful performance of the contract in accordance with the plans, specifications and conditions of the contract.

A Payment Bond is not required for this project.

Performance Bonds shall be executed by a surety company authorized to do business in the Commonwealth and listed on the current U.S. Dept. of Treasury, Bureau of Fiscal Service, Department Circular 570 (https://fiscal.treasury.gov/surety-bonds/list-certified-companies.html). Bonds shall include a current Power of Attorney dated the same as the date of the bond. Bonds shall be made payable to the Commonwealth.

GUARANTY / WARRANTY – See Contract Terms and Conditions – all items are warranted for a period of one year following delivery by the Contractor and acceptance by the Commonwealth.

HOLD HARMLESS PROVISION - See Contract Terms and Conditions - The Contractor shall hold the Commonwealth harmless from and indemnify the Commonwealth against any and all third party claims, demands and actions based upon or arising out of any activities performed by the Contractor and its employees and agents under this Contract, provided the Commonwealth gives Contractor prompt notice of any such claim of which it learns.

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ADDITIONAL PROVISIONS - Contractor shall comply with the conditions listed below in accordance with the Contract Terms and Conditions:

1. Steel Products Procurement Act 2. Prohibition Against the Use of Certain Steel and Aluminum Products (Trade

Practices Act) 3. Reciprocal Limitations Act - The form GSPUR89 (Reciprocal Limitations Act

Requirements) is attached. The Contractor shall complete the applicable portions of pages 3 and 4 of the form and submit the completed pages within two days after the bid opening.

Department of General Services GSPUR-89 Rev. 11/06/12

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RECIPROCAL LIMITATIONS ACT REQUIREMENTS

Please Complete Applicable Portion of Pages 3 & 4 and Return with Bid.

NOTE: These Requirements Do Not Apply To Bids Under $10,000.00 I. REQUIREMENTS

A. The Reciprocal Limitations Act requires the Commonwealth to give preference to those bidders offering supplies produced, manufactured, mined or grown in Pennsylvania as against those bidders offering supplies produced, manufactured, mined or grown in any state that gives or requires a preference to supplies produced, manufactured, mined or grown in that state. The amount of the preference shall be equal to the amount of the preference applied by the other state for that particular supply.

The following is a list of states which have been found by the Department of General Services to have applied a preference for in-state supplies and the amount of the preference:

STATE PREFERENCE 1. Alaska 7% (applies only to timber, lumber, and manufactured lumber products originating in

the state) 2. Arizona 5% (construction materials produced or manufactured in the state only) 3. Hawaii 10% 4. Illinois 10% for coal only 5. Iowa 5% for coal only 6. Louisiana 4% meat and meat products 4% catfish 10% milk & dairy products 10% steel rolled in Louisiana 7% all other products 7. Montana 5% for residents * 3% for non-residents* *offering in-state goods, supplies, equipment and materials 8. New Mexico 5% 9. New York 3% for purchase of food only 10. Oklahoma 5% 11. Virginia 4% for coal only 12. Washington 5% (fuels mined or produced in the state only) 13. Wyoming 5%

B. The Reciprocal Limitations Act requires the Commonwealth to give preference to those bidders offering

printing performed in Pennsylvania as against those bidders offering printing performed in any state that gives or requires a preference to printing performed in that state. The amount of the preference shall be equal to the amount of the preference applied by the other state for that particular category of printing.

The following is a list of states which have been found by the Department of General Services to have applied a preference for in-state printing and the amount of the preference:

STATE PREFERENCE 1. Hawaii 15% 2. Idaho 10% 3. Louisiana 3% 4. Montana 8% 5. New Mexico 5% 6. Wyoming 10%

C. The Reciprocal Limitations Act, also requires the Commonwealth to give resident bidders a preference against

a nonresident bidder from any state that gives or requires a preference to bidders from that state or exclude bidders from states that exclude nonresident bidders. The amount of the preference shall be equal to the amount of the preference applied by the state of the nonresident bidder. The following is a list of the states which have been found by the Department of General Services to have applied a preference for in-state bidders and the amount of the preference:


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STATE PREFERENCE 1. Alaska 5% (supplies only) 2. Arizona 5% (construction materials from Arizona resident dealers only) 3. California 5% (for supply contracts only in excess of $100,000.00) 4. Connecticut 10% (for supplies only) 5. Montana 3% 6. New Mexico 5% (for supplies only) 7. South Carolina 2% (under $2,500,000.00) 1% (over $2,500,000.00)

This preference does not apply to construction contracts nor where the price of a single unit exceeds $10,000.

8. West Virginia 2.5% (for the construction, repair or improvement of any buildings 9. Wyoming 5% STATE PROHIBITION 1. New Jersey For supply procurements or construction projects restricted to Department of General

Services Certified Small Businesses, New Jersey bidders shall be excluded from award even if they themselves are Department of General Services Certified Small Businesses.

D. The Reciprocal Limitations Act also requires the Commonwealth not to specify, use or purchase supplies

which are produced, manufactured, mined or grown in any state that prohibits the specification for, use, or purchase of such items in or on its public buildings or other works, when such items are not produced, manufactured, mined or grown in such state. The following is a list of the states which have been found by the Department of General Services to have prohibited the use of out-of-state supplies:

STATE PROHIBITION 1. Alabama Only for printing and binding involving ”messages of the Governor to the Legislature“, all

bills, documents and reports ordered by and for the use of the Legislature or either house thereof while in session; all blanks, circulars, notices and forms used in the office of or ordered by the Governor, or by any state official, board, commission, bureau or department, or by the clerks of the supreme court . . ./and other appellate courts/; and all blanks and forms ordered by and for the use of the Senate and Clerk or the House of Representatives, and binding the original records and opinions of the Supreme Court . . . /and other appellate courts/

2. Georgia Forest products only 3. Indiana Coal 4. Michigan Printing 5. New Mexico Construction 6. Ohio Only for House and Senate bills, general and local laws, and joint resolutions; the

journals and bulletins of the Senate and house of Representatives and reports, communications, and other documents which form part of the journals; reports, communications, and other documents ordered by the General Assembly, or either House, or by the executive department or elective state officers; blanks, circulars, and other work for the use of the executive departments, and elective state officers; and opinions of the Attorney General.

7. Rhode Island Only for food for state institutions.

*If the bid discloses that the bidder is offering to supply one of the above-listed products that is manufactured, mined, or grown in the listed state, it shall be rejected. Contractors are prohibited from supplying these items from these states.

II. CALCULATION OF PREFERENCE

In calculating the preference, the amount of a bid submitted by a Pennsylvania bidder shall be reduced by the percentage preference which would be given to a nonresident bidder by its state of residency (as found by the Department of General Services in Paragraph C above). Similarly, the amount of a bid offering Pennsylvania goods, supplies, equipment or materials shall be reduced by the percentage preference which would be given to another bidder by the state where the goods, supplies, equipment or materials are produced, manufactured, mined or grown (as found by the Department of General Services in Paragraphs A and B above).


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THIS FORM MUST BE COMPLETED AND RETURNED WITH THE BID

III. STATE OF MANUFACTURE

All bidders must complete the following chart by listing the name of the manufacturer and the state (or foreign country) of manufacture for each item. If the item is domestically produced, the bidder must indicate the state in the United States where the item will be manufactured. This chart must be completed and submitted with the bid or no later than two (2) business days after notification from the Issuing Office to furnish the information. Failure to complete this chart and provide the required information prior to the expiration of the second business day after notification shall result in the rejection of the bid.

ITEM NUMBER NAME OF MANUFACTURER STATE

(OR FOREIGNCOUNTRY) OF MANUFACTURE

IV. BIDDER’S RESIDENCY

A. In determining whether the bidder is a nonresident bidder from a state that gives or requires a preference to bidders from that state, the address given on the first page of this invitation to bid shall be used by the Commonwealth. If that address is incorrect, or if no address is given, the correct address should be provided in the space below:

Correct Address:


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B. In order to claim the preference provided under Section I.B., Pennsylvania resident bidders must complete the following or have such information on file with the Issuing Office:

1. Address of bidder’s bona fide establishment in Pennsylvania at which it was transacting business on the

date when bids for this contract/requisition were first solicited: 2. a. If the bidder is a corporation:

(1) The corporation is or is not incorporated under the laws of the Commonwealth of

Pennsylvania.

(a) If the bidder is incorporated under the laws of the Commonwealth of Pennsylvania, provide date of incorporation:

(b) If the bidder is not incorporated under the laws of the Commonwealth of Pennsylvania,

it must have a certificate of authority to do business in the Commonwealth of Pennsylvania from the Pennsylvania Department of State as required by the Pennsylvania Business Corporation Law (15 P.S. §2001). Provide date of issuance of certificate of authority:

(2) The corporation is or is not conducting business in Pennsylvania under an assumed or

fictitious name. If the bidder is conducting business under an assumed or fictitious name, it must register the fictitious name with the Secretary of the Commonwealth and the office of the prothonotary of the county wherein the registered office of such corporation is located as required by the Fictitious Corporate Name Act, as amended 15 P.S. §51 et seq. Corporate bidders conducting business under an assumed or fictitious name must provide date of registry of the assumed or fictitious name:

b. If the bidder is a partnership:

(1) The partnership is or is not conducting business in Pennsylvania under an assumed or

fictitious name. If the bidder is conducting business under an assumed or fictitious name, it must file with the Secretary of the Commonwealth and the office of the prothonotary the county wherein the principal place of business is located as required by the Fictitious Name Act of May 24, 1945, P.L. 967, as amended 54 P.S. §28.1. Partnerships conducting business under an assumed or fictitious name must provide the date of filing of the assumed or fictitious name with the Secretary of the Commonwealth:

(2) The partnership is or is not a limited partnership formed under the laws of any

jurisdiction other than the Commonwealth of Pennsylvania. If the bidder is an Out-of-state limited partnership, it must register with the Pennsylvania Department of State as required by the Act of July 10, 1981, P.L. 237, as amended, 59 Pa. C.S.A. §503. Out-of-state limited partnerships must provide the date of registry with the Pennsylvania Department of State:

c. If the bidder is an individual:

He or she is or is not conducting business under an assumed or fictitious name. If the bidder is conducting business under an assumed or fictitious name, he or she must file with the Secretary of the Commonwealth and the office of the prothonotary in the county wherein the principal place of business is located as required by the Fictitious Name Act of May 24, 1945, P.L. 967, as amended, 54 P.S. §28.1. Individuals conducting business under an assumed or fictitious name must provide the date of filing of the assumed or fictitious name with the Secretary of the Commonwealth:


TECHNICAL SPECIFICATIONS

The following stipulations, specifications and description of Work are defined and described as Technical Specifications and it is understood and agreed that everything herein contained is hereby made part of the Contract. Wherever any feature of the Work is not fully set forth in these Technical Specifications and is necessary for the completion of Work, it shall be understood that the same is governed by the rules of the best prevailing practice for that class of Work, as determined by the Pennsylvania Game Commission and it’s representatives.

These Technical Specifications and any drawings, maps and/or plans forming a part thereof, will cover the furnishing of all labor, equipment, tools, materials, and related items necessary to perform the Work, as required under this Contract.

Section 1 – Summary of Work Section 2 – 04 05 13 – Mortar Pigments Section 3 – 04 20 00 – Face Brick Section 4 – 07 91 23 – Backer Rods for Sealants Section 5 – 07 92 00 – Sealants Section 6 – 08 72 00 – Weather Stripping Section 7 – 09 98 00 – Concrete and Masonry Color Treatment Section 8 – 09 90 00 – High Performance Paints and Coatings Section 9 – 09 91 13 – Exterior Repainting

ATTACHMENTS

The following Attachments are included:

Location Map Details Drawings Elevations of Original Building


TS-1-1

TECHNICAL SPECIFICATION SECTION 1 - SUMMARY OF WORK 1.1 – SCOPE OF PROJECT

This project involves the weatherization and rehabilitation to the exterior of the building shell and finishes. The structure is located in Bolivar, PA- Fairfield Township, Westmoreland County. 1.2 – WORK AREA The Southwest Regional Office is located in Fairfield Township, Westmoreland County. The site is owned by the Pennsylvania Game Commission (PGC) with ample area for construction staging and material storage. 1.3 – WORK HOURS The work hours at the project site are during regular PGC business hours which are Monday through Friday, 7:45AM to 4:00PM. Work during different hours must have prior written approval by the PGC. Requests for different working hours must be submitted in writing three days in advance. 1.4 – ACCESS TO WORK AREA Access to the project sites and staging of equipment and materials shall be coordinated with the PGC. The Contractor shall keep access roads and parking areas leading to the project sites open for use by the PGC and general public. The Contractor is required to repair any damage to the access roads and parking areas caused by construction equipment or staging of materials. 1.5 – CONTROL OF WORK AREA Coordinate with PGC staff for access and control of work areas (closure of parking areas and building areas). Provide barricades, signs and other devices as needed to prevent unauthorized access to work areas until construction activities are completed and parking areas are opened for public use. Do not block public roads at any time during construction. If necessary, provide temporary Maintenance and Control of Traffic in accordance with PennDOT Pub. 213 Temporary Traffic Control Guidelines and related PennDOT references. 1.6 – PERMITS, LAWS AND REGULATIONS The Contractor shall procure and pay for all permits, licenses, inspections, conveniences, or other approvals necessary for the execution of the contract. The PGC is not aware of any permits required for this project.


TS-1-2

The Contractor shall comply with all laws, ordinances, rules, orders and regulations relating to the performance of the work, the protection of adjacent property, the maintaining of surface passageways, guard fences, and/or other protective facilities. All applicable Federal and State laws and regulations, municipal ordinances and rules and regulations of all authorities, having jurisdiction over construction of the project shall apply to the contract throughout, and they shall be deemed to be included in the contract as a part, thereof, the same as though herein written out in full. All regulations of the Occupational Safety and Health Act are in effect on this contract. It will be the Contractor’s responsibility to make himself aware of all appropriate County, State and Federal regulations that apply to this contract. Any violations incurred from improper execution of the above provisions shall be paid for by the Contractor. Loss of time on the project from such violations will not be tolerated. 1.7 – ROAD PERMITS AND BONDING The Contractor shall coordinate, acquire, pay for, and maintain for the duration of the project any and all permits or bonds required by local municipalities and/or PennDOT to utilize public roads and infrastructure for heavy hauling and related construction activities. Responsibilities shall include any pre or post construction inspections and related reports if required. All costs related to permitting and bonding public roadways and infrastructure shall be included with and incidental to the Bid submitted by the Contractor and will not be paid for separately.

04 05 13-1

SECTION 2

SPECIFICATION 04 05 13

MORTAR PIGMENTS

PART 1 GENERAL

1.1 SECTION INCLUDES

A. Iron oxide pigments to be added to masonry mortar.

1.2 RELATED SECTIONS

A. Section 04 05 13.23 - Surface Bonding Masonry Mortaring.

B. Section 04 20 00 - Unit Masonry.

1.3 REFERENCES

A. ASTM C 91 - Standard Specification for Masonry Cement.

B. ASTM C 270 - Standard Specification for Mortar for Unit Masonry.

C. ASTM C 979 - Standard Specification for Pigments for Integrally Colored Concrete.

1.4 SUBMITTALS

A. Submit under provisions of Section 01 30 00 - Administrative Requirements.

B. 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.

C. Samples: Submit manufacturer's samples of standard colors in mortar color channels as actual representation of color units mixed with light gray prepared masonry cement or equivalent Portland and lime mortar mix plus light tan builders' sand and water.

D. Manufacturer's Certification: Submit manufacturer's certification that materials comply with specified requirements and are suitable for intended application.

E. Warranty: Submit manufacturer's standard warranty.

1.5 QUALITY ASSURANCE

A. Manufacturer's Qualifications: 1. Sufficient plant facilities to provide quality and quantity of iron oxide pigments

as required without delaying progress of the Work. 2. Minimum of 10 years' experience in producing iron oxide pigments to be

added to masonry mortar.

04 05 13-2

B. Installer Qualifications: Minimum 2 year experience installing similar products.

C. Mock-Up: Provide quantity and color of pigments required for use in construction of mock-up panels for evaluation of surface preparation techniques and application workmanship.

1.6 PRE-INSTALLATION MEETINGS

A. Convene minimum two weeks prior to starting work of this section.

1.7 DELIVERY, STORAGE, AND HANDLING

A. Delivery: Deliver pigments to site in manufacturer's original sealed unit bags, with labels clearly identifying product name, manufacturer, color name and number, weight, and mixing instructions.

B. Storage: Store materials in clean, dry area in accordance with manufacturer's instructions. Keep bags sealed until ready for use.

C. Handling: Protect pigments during handling and mixing to prevent damage or contamination.

1.8 PROJECT CONDITIONS

A. Maintain environmental conditions (temperature, humidity, and ventilation) within limits recommended by manufacturer for optimum results. Do not install products under environmental conditions outside manufacturer's recommended limits.

1.9 SEQUENCING

A. Ensure that products of this section are supplied to affected trades in time to prevent interruption of construction progress.

PART 2 PRODUCTS

2.1 MANUFACTURERS

A. Acceptable Manufacturer: Solomon Colors

B. Substitutions: With prior approval

C. Requests for substitutions will be considered in accordance with provisions of Section 01 60 00 - Product Requirements.

2.2 MORTAR PIGMENTS

A. Pigments: SGS Concentrated A, H, and X Series Mortar Colors. 1. Color:

a. Name: ______________. b. Number: ______________.

2. Material: Natural and synthetic, milled, blended iron oxides. 3. Carbon added for darker colors shall not exceed 4 percent. 4. Produce uniform and consistent color. 5. Inert, stable to atmospheric conditions, sunfast, weather resistant, alkali

resistant, water insoluble, lime proof, and nonbleeding. 6. Free of deleterious fillers and extenders. 7. Particle Size: 95 to 99 percent minus 325 mesh. 8. pH: 6.5 to 9.0.

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9. Compliance: ASTM C 979. 10. Tests: ASTM C 91 and ASTM C 270. Exceed 1,800 psi (12.4 kPa) at 28 days

strength requirement.

PART 3 EXECUTION

3.1 EXAMINATION

A. Do not begin installation until substrates have been properly prepared.

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

3.2 PREPARATION

A. Clean surfaces thoroughly prior to installation.

B. Prepare surfaces using the methods recommended by the manufacturer for achieving the best result for the substrate under the project conditions.

3.3 MIXING

A. Mix pigment with masonry mortar in accordance with manufacturer's instructions.

B. Add proper number of pigment color units to mortar mix in accordance with manufacturer's table.

C. Mix materials with mechanical mixer.

D. Load mixer in accordance with manufacturer's instructions. Do not load mixer beyond recommended capacity.

E. Ensure uniform color and workability of colored mortar.

F. Ensure source, brand, type, color, and weight of Cementitious materials and sand is consistent throughout project.

G. Ensure quantity of water is consistent throughout project. Do not re-temper colored mortar with addition of water.

3.4 TOOLING JOINTS

A. Ensure color consistent mortar joints by tooling in accordance with manufacturer's instructions.

3.5 PROTECTION

A. Inhibit moisture in masonry assembly to avoid conditions for occurrence and recurrence of efflorescence in accordance with manufacturer's instructions.

B. Keep masonry assembly dry during construction by covering at end of each day with waterproof covering.

3.6 CLEANING

A. Clean masonry assembly of masonry stains and efflorescence in accordance with manufacturer's instructions.

B. Ensure colored mortar has sufficiently cured before cleaning.

04 05 13-4

C. Use masonry cleaner approved by pigment manufacturer and Architect.

D. Apply cleaner in accordance with cleaner manufacturer's instructions.

END OF SECTION

04 20 00-1

SECTION 3


FACE BRICK

PART 1 GENERAL


A. Residential Face Brick

B. Architectural Face Brick

C. Reinforcement and Anchorage

D. Accessories: 1. Expansion Joints 2. Mortar 3. Flashing 4. Weeps


A. Section 03 30 00 - Cast-in-Place Concrete [03 30 00] - Cast in Place Concrete: Concrete Walls prepared for brick veneer application.

B. Section 04 05 13 - Masonry Mortaring [04 05 13] - Masonry Mortar

C. Section 04 05 16.16 - Chemical-Resistant Masonry Grouting [04 05 16] - Masonry Grout.

D. Section 04 05 19.13 - Continuous Joint Reinforcing [04 05 19] - Masonry Reinforcing.

E. Section 04 20 00 - Unit Masonry [04 20 00] - Concrete Masonry Units: CMU Walls prepared for brick veneer application.

F. Section 05 40 00 - Cold-Formed Metal Framing [05 40 00] - Cold-Formed Metal Framing: Structural wall backing.

G. Section 05 50 00 - Metal Fabrications [05 50 00] - Metal Fabrications: Execution requirements for loose steel lintels and fabricated steel items for placement in this section.

H. Section 06 11 00 - Wood Framing [06 11 00] - Wood Framing and Sheathing: Structural wall backing for brick veneer application.

I. Section 07 16 13 - Polymer Modified Cement Waterproofing [07 16 13] - Polymer Modified Cement Waterproofing.

J. Section 07 20 00 - Thermal Protection [07 20 00] - I Thermal Protection.

K. Section 07 27 00 - Weather Barriers [07 25 00] - Weather Barriers: Water resistive

04 20 00-2

barrier placed on exterior face of wall sheathing or metal studs.

L. Section 07 27 00 - Air Barriers [07 27 00] - Air Barriers: Air barrier placed on interior face of wall insulation.

M. Section 07 62 00 - Sheet Metal Flashing and Trim [07 62 00] - Sheet Metal Flashing and Trim: Weep screeds and wall and roof flashings.

N. Section 07 65 00 - Flexible Flashing [07 65 00] - Flexible Flashing: Product requirements for flexible flashings for placement by this section.

1.3 REFERENCES

A. ASTM A 82 - Standard Specification for Steel Wire, Plain, for Concrete Reinforcement.

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

C. ASTM A 615 - Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement.

D. ASTM A 775 - Standard Specification for Epoxy-Coated Steel Reinforcing Bars.

E. ASTM A 996 - Standard Specification for Rail-Steel and Axle-Steel Deformed Bars for Concrete Reinforcement.

F. ASTM A 1008 - Standard Specification for Steel Sheet, Cold-Rolled Carbon, Structural, High-Strength Low-Alloy, High-Strength Low-Alloy with Improved Formability, Solution Hardened, and Bake Hardenable.

G. ASTM C 67 - Standard Test Methods for Sampling and Testing Brick and Structural Clay Tile. 9.

H. ASTM C 144 - Standard Specification for Aggregate for Masonry Mortar.

I. ASTM C 150 - Standard Specification for Portland Cement.

J. ASTM C 207 - Standard Specification for Hydrated Lime for Masonry Purposes.

K. ASTM C 216 - Standard Specification for Facing Brick (Solid Masonry Units Made from Clay or Shale).

L. ASTM C 270 - Standard Specification for Mortar for Unit Masonry.

M. ASTM C 652 - Standard Specification for Hollow Brick (Hollow Masonry Units Made from Clay or Shale).

N. ASTM D 1056 - Standard Specification for Flexible Cellular Materials, Sponge or Expanded Rubber.

O. Brick Industry Association (BIA) - Technical Note 20, Cleaning Brickwork.

P. TMS 402 - Building Code Requirements for Masonry Structures.

Q. TMS 602 - Specification for Masonry Structures.

1.4 SUBMITTALS

04 20 00-3

A. Submit under provisions of Section 01 30 00 - Administrative Requirements [01 30 00].

B. 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.

C. LEED Submittals: Provide documentation of how the requirements of Credit will be met: 1. N/A

D. Selection Samples: For each finish product specified, two complete sets of brick samples showing range of color and texture to be expected (if new bricks are to be utilized).

E. Verification Samples: For each finish product specified, two samples representing actual color and texture of the brick specified to match the existing project

F. Manufacturer's Certificates: Certify products meet or exceed specified requirements.


A. Sourcing: All primary products specified in this section shall be supplied by a single manufacturer

B. Manufacturer Qualifications: 10 years' experience manufacturing similar products and with production capability to meet the Project schedule.

C. Installer Qualifications: All products listed in this section are to be installed by a single installer with a minimum of five years demonstrated experience in installing products of the same type and scope as specified.

D. Test Reports: 1. N/A

E. Mock-Up: Provide a mock-up for evaluation of surface preparation techniques and application workmanship. 1. Finish brick selection is to be determined by the PGC.

1.6 PRE-INSTALLATION MEETING

A. Convene at the Project site minimum two weeks prior to starting work of this section to discuss: 1. Method and sequence of masonry construction. 2. Special masonry details. 3. Standard of workmanship. 4. Quality control requirements. 5. Job organization.


A. Deliver and store materials in the manufacturer's unopened packaging with manufacturer's identification and labels intact until ready for installation.

B. Store materials to prevent damage due to moisture, contamination, breakage, chipping or other causes.

C. Store materials on pallets or stable aggregate bed to reduce contamination and

04 20 00-4

soiling. Cover with a non-staining waterproof membrane allowing for airflow around brick while protecting it from airborne contaminants and wind-borne dirt.

1.8 ALLOWANCES

A. Allowances: Include allowance stated under provisions of Section 01 20 00 - Price and Payment Procedures [01 20 00] - Price and Payment Procedures Price and Payment Procedures. Allowance includes furnishing face brick, and hollow brick units. Material allowance and Installation is included in this Section and is part of Contract Sum/Price.


A. Follow hot weather and cold weather requirements in the masonry code and specifications for patching and repairing the brick, TMS 402 and TMS 602.

B. Cold Weather Procedures: 1. Preparation:

a. If ice or snow has formed on the masonry bed, remove it by carefully applying heat not to exceed 120 degrees F until the surface is dry to the touch.

b. Remove any brick units or mortar that is frozen or damaged from the facade.

c. When the clay masonry unit suction exceeds 30 grams per minute per 30 square inches, sprinkle with heated water as follows: 1) When units are 32 degrees F or above, heat water to 70 degrees

F or above. 2) When units are below 32 degrees F, heat water to 130 degrees

F or above. 2. Work in Progress:

a. Air temperature 40 degrees F to 32 degrees F: 1) Heat sand or mixing water to produce mortar temperatures that

match air temperature. b. Air temperature 32 degrees F to 25 degrees F:

1) Heat sand and mixing water to produce mortar temperatures between 40 degrees F and 120 degrees F.

2) Maintain temperature of mortar on boards above freezing. 3) Installation in colder air temperatures will require heat sources

on the wall and the use of windbreaks or tents to create a controlled environment suitable for proper bonding and curing.

3. Completed Work and Work Not in Progress: a. Mean daily air temperature of 40 degrees F to 32 degrees F: Protect

masonry from rain and snow for 24 hours by covering with a weather-resistive membrane.

b. Mean daily air temperature of 32 degrees F to 25 degrees F: Cover masonry with a weather-resistive membrane for 24 hours.

c. Mean daily air temperature of 25 degrees F to 20 degrees F: Cover masonry with insulating blankets for 24 hours.

C. Hot Weather Procedures: 1. When ambient temperature exceeds 90 degrees F and wind exceeds 8 miles

per hour: a. Maintain temperature of mortar and grout between 70 degrees F and

120 degrees F. b. Limit the spread of the mortar bed to 4 feet and place units within 1

minute of spreading mortar. c. Control moisture evaporation in partially or newly completed walls by

04 20 00-5

fog spraying with potable water, covering with opaque plastic or canvas or both.

2. Protection of Work in Progress: a. Covering:

1) Cover tops of walls with a strong waterproof membrane at the end of each day or work shutdown. Extend the waterproof membrane cover a minimum of 24 inches down the wall to protect it.

2) Hold cover securely in place. b. Load Application:

1) N/A c. Staining:

1) Prevent grout and mortar from staining the face of masonry. 2) Remove grout and mortar that comes in contact with masonry

units immediately. 3) Protect sills, ledges and projections from mortar droppings. 4) Protect base of wall from rain-splashed mud and mortar splatter. 5) Turn scaffold boards on edge when work is not in progress to

lessen splattering.

PART 2 PRODUCTS

2.1 MANUFACTURERS

A. Acceptable Manufacturer: Meridian Brick (Formerly Boral Bricks and Forterra Brick); which is located at: 6455 Shiloh Rd. Suite D; Alpharetta, GA 30005; Toll Free Tel: US: 1-866-259-6263; CA: 866-263-6229; Email: request info ([email protected]); Web: https://www.meridianbrick.com; https://www.meridianbrick.ca

B. Substitutions: Not permitted.

C. Requests for substitutions will be considered in accordance with provisions of Section 01 60 00 - Product Requirements [01 60 00].

2.2 RESIDENTIAL FACE BRICK

A. Face Brick: Brick shall be Type FBS or HBS, and conforms to the requirements of ASTM C 216, Grade SW.

B. Face Brick is to be similar color and dimensions of what is currently used in the building.

2.3 REINFORCEMENT AND ANCHORS

A. Steel Reinforcement: 1. Billet Steel Deformed Bars: ASTM A 615. 2. Rail Steel Deformed Bars: ASTM A 996. 3. Axle Steel Deformed Bars: ASTM A 996. 4. Epoxy Coated Steel Bars: ASTM A 775. 5. Other: ___________.

B. Fabricated Steel Lintels: Requirements for loose steel lintels are specified in Section 05 50 00 - Metal Fabrications.

C. Brick Anchors and Ties: Provide to sizes and types indicated on the Drawings. 1. Corrugated Ties: ASTM A 1008, 20 gauge, galvanized in accordance with

04 20 00-6

ASTM A 153, Class B-2. 2. Joint Reinforcement: ASTM A 82, galvanized in accordance with ASTM A

153, Class B-2. 3. Wire Wall Ties, ASTM A 82:

a. Galvanized in accordance with ASTM A 153, Class B-2. 4. Dovetail Anchors, ASTM A 1008:

a. Galvanized in accordance with ASTM A 153, Class B-2. 5. Other: ___________.

2.4 ACCESSORlES

A. Expansion Joints: 1. Premolded Foam: ASTM D 1056, Type 2, Class A, Grade 1 2. Neoprene: ASTM D 1056, Type 2, Class A, Grade 1. 3. Sealant: Shall be in accordance with Section 07 90 00 - Joint Protection.

B. Mortar: Mortar should be mixed by proportion according to ASTM C 270 for Type N mortar 1. Portland Cement: ASTM C 150, Type I. 2. Hydrated Lime: ASTM C 207, Type S. 3. Sand: ASTM C 144. 4. Water: Potable.

C. Flashing: Build in all flashings which enter the masonry as the work progresses Flashing are specified in Section 07 62 00 - Sheet Metal Flashing and Trim.

D. Weeps: Weeps are to be used in conjunction with flashing materials for proper functioning of the masonry wall drainage system. The specified weep material is: 1. Cotton sash cord, 12 inches long with end laid in air cavity. 2. Plastic tube, 1/4 inch minimum diameter. 3. Plastic vents or cells. 4. Aluminum vents or cells.

E. Cleaners: Compatible with substrate and acceptable to masonry manufacturer.

PART 3 EXECUTION

3.1 EXAMINATION


B. Verify items provided by other Sections of work are properly sized and located.

C. Verify that built in items are in proper location, and ready for roughing into masonry work

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

3.2 PREPARATION


B. Remove mud, loose rust, ice and contaminants that may interfere with mortar-to-unit bonding or mortar-to-footing/brick ledge bonding.

C. Furnish temporary bracing during installation of masonry work. Maintain in place until building structure provides permanent support.

04 20 00-7

3.3 INSTALLATION

A. Install in accordance with manufacturer's instructions.

B. Coordinate with Work specified in Section - Air Barriers and Section 07 27 00 - Air Barriers Water Resistive Barriers.

C. Coursing: 1. Establish lines, levels, and coursing indicated. Protect from displacement. 2. Maintain masonry courses to uniform dimension. Form vertical and horizontal

joints of uniform thickness. 3. Lay brick units in bond indicated on the Drawings.

D. Laying Clay Masonry Units: 1. Lay brick making sure head joints and bed joints are full of mortar. 2. Lay brick units plumb and true to line. 3. Where fresh mortar joins partially set mortar, remove loose brick and mortar

and lightly wet the exposed surface of set masonry. 4. When adjustment must be made after mortar begins to harden, remove

hardened mortar and replace it with fresh mortar. 5. Remove excess mortar as Work progresses.

E. Masonry Reinforcing and Anchors: Install as indicated and in accordance with the reinforcing manufacturer's requirements.

F. Fabricated Steel Lintels: Install as indicated.

G. Tooling and Pointing: 1. Tool mortar joints to shape(s) indicated on the Drawings. 2. Tool exposed joints when they are thumbprint hard. 3. Flush-cut all joints when they are not tooled. 4. When re-pointing a section in a wall, rake the mortar joints to a depth of not

less than 1/2 inch. Fill the joint completely with pointing mortar and tool to match the surrounding masonry.

H. Flashing: 1. Build in all flashings that enter the masonry, as the work progresses. Install as

indicated and as specified in Section 07 62 00 - Sheet Metal Flashing and Trim.

2. Remove any projections on the brick surface or mortar bed that might puncture the flashing material.

3. Place through-wall flashing on a bed of mortar so that the flashing projects 1/4 inch from wall face and forms a drip edge. Overlap flashing a minimum of 6 inches.

4. Cover flashing with mortar.

I. Weeps: 1. Install weeps in the head joints of the first brick course immediately above the

through-wall flashing. Place weeps at not more than 24 inches on center horizontally.

2. Keep the air cavity free of mortar as much as possible. Expansion Joints:

J. Control And Expansion Joints: 1. Install control and expansion joints as indicated on Drawings. 2. Keep joints free of mortar and any debris that may hinder movement. 3. Install expansion joint material and finish the joint with a sealer.

04 20 00-8

3.4 CLEANING

A. Cut out defective mortar joints and holes in exposed masonry and re-point with mortar.

B. Clean a sample wall area. Do not proceed with cleaning without PGC approval.

C. Clean brick in accordance with BIA Technical Note Number 20 and the proprietary cleaning product manufacturer's recommendations.

3.5 PROTECTION

A. Protect installed products until completion of project.

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

END OF SECTION

07 91 23-1

SECTION 4


BACKER RODS FOR SEALANTS

PART 1 GENERAL


A. Backer rod for construction joints.


A. Section 07 91 23 - Backer Rods.

1.3 REFERENCES

A. ASTM C 1330 - Standard Specification for Cylindrical Sealant Backing for Use with Cold Liquid-Applied Sealants.

B. ASTM C 1016 - Standard Test Method for Determination of Water Absorption of Sealant Backing (Joint Filler) Material.

C. ASTM C 1253 - Standard Test Method for Determining the Outgassing Potential of Sealant Backing.

D. ASTM D 1622 - Standard Test Method for Apparent Density of Rigid Cellular Plastics.

E. ASTM D 1623 - Standard Test Method for Tensile and Tensile Adhesion Properties of Rigid Cellular Plastics.

F. ASTM D 3574 - Standard Test Methods for Flexible Cellular MaterialsSlab, Bonded, and Molded Urethane Foams.

G. ASTM D 5249 - Standard Specification for Backer Material for Use with Cold- and Hot-Applied Joint Sealants in Portland-Cement Concrete and Asphalt Joints.

1.4 SUBMITTALS


B. 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.

C. Provide backer rod product data and sealant submittal in a combined submittal for the Architect's review.


A. Manufacturer Qualifications: Minimum 5 year experience manufacturing similar

07 91 23-2

products.


C. Mock-Up: Provide a mock-up for evaluation of surface preparation techniques andapplication workmanship.1. Finish areas designated by Architect.2. Do not proceed with remaining work until workmanship is approved by

Architect.3. Rebuild mock-up area as required to produce acceptable work.




A. Deliver and store products in manufacturer's unopened packaging bearing the brandname and manufacturer's identification until ready for installation.

B. Handling: Handle materials to avoid damage.


A. Maintain environmental conditions (temperature, humidity, and ventilation) withinlimits recommended by manufacturer for optimum results. Do not install productsunder environmental conditions outside manufacturer's recommended limits.

1.9 SEQUENCING

A. Ensure that products of this section are supplied to affected trades in time to preventinterruption of construction progress.

PART 2 PRODUCTS

2.1 MANUFACTURERS

A. Acceptable Manufacturer: Backer Rod Mfg. Inc., which is located at: 4244 N. Broadway; Denver, CO 80216; Toll Free Tel: 800-595-2950; Tel: 303-308-0363; Fax: 303-308-0393; Email: request info ([email protected]); Web: http://www.backerrod.com

B. Substitutions: With prior PGC approval.


2.2 BACKER ROD

A. Backer Rod: Denver Foam as manufactured by Backer Rod Mfg. Inc.1. Type: An open cell polyurethane backer rod serving as a backing for

elastomeric and other applied caulking sealants.a. An open cell backer rod allowing air to reach both sides of sealant for

the required complete cure.2. Application: For use in expansion/construction joints in concrete and precast

concrete walls, floors, partitions, bridge construction, parking decks, curtainwalls, glazing, log home construction, highway construction, and pavementmaintenance.

https://admin.arcat.com/users.pl?action=UserEmail&company=Backer+Rod+Mfg.+Inc.&coid=50535&rep=&fax=303-308-0393&message=RE:%20Spec%20Question%20(07923bac):%20%20&mf=

https://admin.arcat.com/users.pl?action=UserEmail&company=Backer+Rod+Mfg.+Inc.&coid=50535&rep=&fax=303-308-0393&message=RE:%20Spec%20Question%20(07923bac):%20%20&mf=

http://www.backerrod.com/

07 91 23-3

a. Both hot and cold applied sealants can be used with backer rod per ASTM-D-5249-95.

b. Provide half round backer rod where required for shallow depth joints. 3. Physical properties:

a. Density: 1.7 lbs/ft3 ASTM D 1622. b. Tensile: 25 lbs/sq inch ASTM D 1623. c. Water Absorption: <= 0.107 g/cm3 ASTM C 1016 - Proc. B. d. Out Gassing: None Open Cell. e. Temperature Service Range: -60 degree F to +500 degree F (-51

degree C to 260 degree C). f. U.S. Department of Commerce National Institute of Standards. g. Auto Ignition: 700 to 800 degree F (371 degree C to 427 degree C). h. Elongation: 90% ASTM D 3574. i. Air Flow: 90% ASTM D 3574. j. Compression set 5% or less (after 80% compression for 30 days)

ASTM D 3574.

B. Backer Rod: 1. Type: A soft, grey, non-gassing, pliable backer rod, with an impervious outer

skin, used as a backing for elastomeric and other cold applied sealants. An extruded polyethylene bi-cellular foam product which when punctured per ASTM C 1253 does not exhibit any out-gassing. The backer rod shall have an impervious outer skin that resists moisture.

2. Application: suited for specialty applications such as irregular and varying joint widths where standard closed cell backer rods are not appropriate. Common applications include but are not limited to: concrete expansion and contraction joints, curtain walls, parking decks, bridge and highway construction, pavement maintenance, window glazing and log home chinking.

3. Physical properties: a. Density: 1.8 - 2.5 lb/ft3 ASTM D 1622. b. Out-gassing: NONE ASTM C 1253. c. Compression Recovery: 95% min ASTM D 5249. d. Tensile Strength PSI: 39-50 PSI ASTM D 1623. e. Temperature Range: -90 degrees F to 210 degrees F (-68 degree C to

99 degree C) ASTM D 5249. f. Water Absorption: less than .03 g/cc ASTM C 1016 - Proc. B.

C. Backer Rod: 1. Type: a closed cell polyethylene backer rod serving as a backing for

elastomeric and other applied caulking sealants. 2. Application: For use in expansion/construction joints in concrete and precast

concrete walls, floors, partitions, bridge construction, parking decks, curtain walls, glazing, log home construction, highway construction, and pavement maintenance. Backer rod shall be compatible with cold applied sealants.

3. Physical Properties: a. Backer rod shall be chemically inert, resists oil, gasoline and most

solvents. Material is odorless and will not stain. b. Density: 1.25-2.0 lbs/ft3; ASTM D-1622. c. Out-gassing: >1; ASTM C-1253. d. Tensile: 39-50 PSI; ASTM C-1623. e. Moisture Absorption: 0.002 g/cm3; ASTM C-1016 - Proc. B. f. Temperature Range: -90 degrees F to 210 degrees F (-68 degree C to

99 degree C) ASTM D 5249. g. Compression: >90; ASTM D-5249.

D. Backer Rod: Mile High Foam XL as manufactured by Backer Rod Mfg. Inc.

07 91 23-4

1. Type: A resilient, extruded cross-linked closed cell polyethylene backer rod with a water resistant outer skin used as a backing material for hot and cold applied sealants.

2. Application: For use in highway joints, parking decks, runways, driveways, parking lots and saw cut expansion joints.

3. Physical properties: a. Density (nominal): 1.3 - 2 lb/ft3 ASTM D 1622. b. Compression Deflection: <15 ASTM D 5249. c. Compression Recovery: >90 ASTM D 5249. d. Tensile Strength PSI: >20 PSI ASTM D 1623. e. Temperature Range: -90 degrees F to 410 degrees F (-68 degree C to

210 degree C) ASTM D 5249. f. Water Absorption: 0.03 g/cm3 ASTM C 1016 - Proc. B.

PART 3 EXECUTION

3.1 EXAMINATION


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

3.2 PREPARATION


B. Prepare surfaces using the methods recommended by the manufacturer for achieving the best result for the substrate under the project conditions.

3.3 INSTALLATION

A. Install in accordance with manufacturer's instructions, approved submittals, and in proper relationship with adjacent construction.

3.4 PROTECTION


B. Repair or replace damaged assembly before concealment or Substantial Completion.

END OF SECTION

07 92 00-1

SECTION 5


SEALANTS

PART 1 GENERAL


A. Exterior weatherproofing sealants.

B. Interior sealants.

C. Structural glazing sealants.


A. Section 32 13 16 - Stamped Concrete Paving.

B. Section 07 84 13 - Penetration Firestopping Mortars.

C. Section 07 92 19 - Acoustical Joint Sealants.

D. Section 08 83 13 - Mirrored Glass Glazing.

E. Section 08 85 00 - Glazing Accessories.

F. Section 08 44 00 - Curtain Wall and Glazed Assemblies.

1.3 REFERENCES

A. AAMA 802.3 - Specification for Ductile Back Bedding Glazing Compound.

B. AAMA 803.3 - Specification for Narrow Joint Seam Sealers.

C. AAMA 805.2 - Specification for Back Bedding Glazing Compound.

D. AAMA 808.3 - Specification for Exterior Perimeter Sealing Compound.

E. ASTM C 639 - Test Method for Rheological (Flow) Properties of Elastomeric Sealants.

F. ASTM C 717 - Terminology of Building Seals and Sealants.

G. ASTM C 719 - Test Method for Adhesion and Cohesion of Elastomeric Joint Sealants under Cyclic Movement (Hockman Cycle).

H. ASTM C 794 - Test Method for Adhesion-in-Peel of Elastomeric Joint Sealants.

I. ASTM C 920 - Specification for Elastomeric Joint Sealants.

J. ASTM C 1184 - Specification for Structural Silicone Sealants.

K. ASTM C 1248 - Test Method for Staining of Porous Substrate by Joint Sealants.

L. ASTM C 1382 - Test Method for Determining Tensile Adhesion Properties of

07 92 00-2

Sealants When Used in Exterior Insulation and Finish Systems (EIFS) Joints.

M. ASTM C 1401 - Standard Guide for Structural Sealant Glazing.

N. ASTM D 412 - Test Method for Vulcanized Rubber and Thermoplastic Rubbers and Thermoplastic Elastomers - Tension.

O. ASTM D 2240 - Test Method for Rubber Property - Durometer Hardness.

P. EIMA 300.01 - Determining Peel Adhesion and Tensile Adhesion Properties of Sealants Applied to EIFS Class PB.

Q. Federal Specification TT-S-00227E - Sealing Compound, Elastomeric Type, Multi-Component (for Caulking, Sealing, and Glazing in Buildings and Other Structures).

R. Federal Specification TT-S-00230C - Sealing Component, Elastomeric Type, Single Component (for Caulking, Sealing, & Glazing in Buildings and Other Structures).

S. Federal Specification TT-S-001543A - Sealing Compound: Silicone Rubber Base (For Caulking, Sealing, and Glazing in Buildings and Other Structures).

T. Federal Specification TT-S-001543B - Sealing Compound: Silicone Rubber Base (For Caulking, Sealing, and Glazing in Buildings and Other Structures).

U. GANA - Sealant Manual and Related GANA Publications.

V. SWRI Sealant Manual and Related SWRI Publications.

1.4 SUBMITTALS

A. Submit under provisions of Section 01 30 00.

B. 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 including joint design, surface preparation, and

application instructions. 4. Submit manufacturer's test reports indicating test results of adhesion and/or

compatibility testing of samples of substrates which either come in contact with or are in close proximity to sealants.

5. Submit manufacturer's shop drawings, indicating joint design, dimensions of lites, sealant contact width and depth dimensions, design wind loads and applicable information on gaskets, spacers, setting blocks and any other accessories.

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


A. Manufacturer Qualifications: 1. Manufacturer's Certification: Submit manufacturer's certification that materials

are suitable for intended application.

B. Installer Qualifications:

07 92 00-3

C. Mock-Up: Provide a mock-up for evaluation of surface preparation techniques and application workmanship. 1. Prepare mock-ups for sealants and for each type of surface using same

materials, tools, equipment, and procedures intended for actual surface preparation and application under actual use and environmental conditions.

2. Verify adhesion of sealants and compatibility of material(s) in contact with or in close proximity to sealants.

3. Observe for sealant and surface staining or discoloration. 4. Obtain Architect's approval of mock-ups. 5. Retain mock-ups to establish intended standards by which sealants will be

judged.


A. Deliver materials to site in manufacturer's original, unopened containers and packaging, with labels clearly identifying: 1. Product name. 2. Manufacturer. 3. Sealant color. 4. Sealant batch or lot number. 5. Sealant use-before date.

B. Store and dispose of solvent-based materials, and materials used with solvent-based materials, in accordance with requirements of local authorities having jurisdiction. 1. Store materials in a clean, dry area indoors in accordance with manufacturer's

instructions. 2. Store sealants within temperature range in accordance with manufacturer's

instructions. 3. Keep containers sealed until ready for use. 4. Do not use materials after manufacturer's use-before date.


A. Maintain environmental conditions (temperature, humidity, and ventilation) within limits recommended by manufacturer for optimum results. Do not install products under environmental conditions outside manufacturer's absolute limits. 1. Do not apply sealants to surfaces that are wet, damp, or contain frost. 2. Do not apply sealants when air or surface temperature is below 40 degrees F

(7 degrees C). 3. Use caution when applying sealants when air or surface temperature is above

120 degrees F (49 degrees C).

1.8 WARRANTY

A. Special Installer's Warranty: Installer's standard form in which Installer agrees to repair or replace elastomeric joint sealants that do not comply with performance and other requirements specified in this Section within specified warranty period. 1. Warranty Period: Two years from date of Substantial Completion.

B. Special Manufacturer's Warranty: Manufacturer's standard form in which elastomeric sealant manufacturer agrees to furnish elastomeric joint sealants to repair or replace those that do not comply with performance and other requirements specified in this Section within specified warranty period. 1. Warranty Period: Ten years from date of Substantial Completion.

C. Special warranties specified exclude deterioration or failure of elastomeric joint

07 92 00-4

sealants from the following: 1. Movement of the structure resulting in stresses on the sealant exceeding

sealant manufacturer's written specifications for sealant elongation and compression caused by structural settlement or errors attributable to design or construction.

2. Disintegration of joint substrates from natural causes exceeding design specifications.

3. Mechanical damage caused by individuals, tools, or other outside agents. 4. Changes in sealant appearance caused by accumulation of dirt or other

atmospheric contaminants.

PART 2 PRODUCTS

2.1 MANUFACTURERS

A. Acceptable Manufacturer: GE Silicones, which is located at: 9930 Kincey Ave.; Huntersville, NC 28078; Toll Free Tel: 877-943-7325; Tel: 704-996-7164; Email: request info ([email protected]); Web: http://gesilicones.com

B. Substitutions: with prior PGC approval.

C. Requests for substitutions will be considered in accordance with provisions of Section 01 60 00.

2.2 WEATHERPROOFING SILICONE SEALANTS AND ADHESIVES

A. One-component, medium-modulus, neutral-cure, non-bleed, 100 percent silicone polymer sealant. 1. Acceptable Product: GE SCS9000 SilPruf NB Silicone Sealant as

manufactured by GE Silicones. 2. Compliance:

a. ASTM C 920, Type S, Grade NS, Class 50, Use NT, M, G, A and O. b. Federal Specification TT-S-001 543B. c. Federal Specification TT-S-00230C.

3. Properties: After 21 days at 70 degrees F and 50 percent relative humidity. a. Dynamic Movement Capability, ASTM C 719: +/- 50 percent.

4. Color: As selected by Architect.

B. One-component, low-modulus, neutral-cure, 100 percent silicone polymer sealant. 1. Acceptable Product: GE SCS27000 SilPruf LM Silicone Sealant as


a. ASTM C 920, Type S, Grade NS, Class 100/50, Use NT, M, G, A and O.

b. Federal Specification TT-S-001 543B. c. Federal Specification TT-S-00230C.

3. Properties: After 21 days at 75 degrees F and 50 percent relative humidity. a. Dynamic Movement Capability, ASTM C 719: +100/-50 percent.


C. One-component, medium-modulus, high strength, neutral-cure, 100 percent silicone polymer sealant. 1. Acceptable Product: GE SCS2000 SilPruf Silicone Sealant as manufactured

by GE Silicones. 2. Compliance:

a. ASTM C 920, Type S, Grade NS, Class 50, Use NT, M, G, A and O. b. Federal Specification TT-S-001 543B.

https://admin.arcat.com/users.pl?action=UserEmail&company=GE+Silicones&coid=44515&rep=&fax=&message=RE:%20Spec%20Question%20(07920mpm):%20%20&mf=

https://admin.arcat.com/users.pl?action=UserEmail&company=GE+Silicones&coid=44515&rep=&fax=&message=RE:%20Spec%20Question%20(07920mpm):%20%20&mf=

http://gesilicones.com/

07 92 00-5

c. Federal Specification TT-S-00230C. d. ASTM C 1184.

3. Properties: After 21 days at 75 degrees F and 50 percent relative humidity. a. Dynamic Movement Capability, ASTM C 719: +/-50 percent. b. Minimum Tensile Strength per ASTM C 1135 of 120 psi.


D. Pre-cured Silicone Weatherstrip. 1. Acceptable Product: UltraSpan US1100 Pre-cured Silicone Weatherstrip as

manufactured by GE Silicones. 2. Properties: Cured rubber extrusion properties.

a. Hardness, Shore A (ASTM D2240): 33 +/- 5. b. Tensile Strength, psi (ASTM D412): 800. c. Elongation, % (ASTM D412): 500. d. Tear Strength, die B (ASTM D624): 100.


E. One part, paintable hybrid polymer sealant. 1. Acceptable Product: GE SCS7000 Paintable as manufactured by GE

Silicones. 2. Compliance:

a. ASTM C 920, Type S, Grade NS, Class 50, Use NT, M, G, A and O. b. Federal Specification TT-S-001 543B. c. Federal Specification TT-S-00230C.

3. Properties: After 21 days at 75 degrees F and 50 percent relative humidity. a. Dynamic Movement Capability, ASTM C 719: +/-50 percent.

4. Color: White.

2.3 INTERIOR SEALANTS

A. One part sanitary silicone rubber sealant that does not provide or maintain a nutrient surface for fungus. 1. Acceptable Product: GE SCS1700 Sanitary Silicone Sealant as manufactured

by GE Silicones. 2. Compliance:

a. ASTM C 920, Type S, Grade NS, Class 25, Use NT, G, A and O. b. Federal Specification TT-S-001 543A. c. Federal Specification TT-S-00230C.

3. Properties: After 5 to 7 days at 75 degrees F and 50 percent relative humidity. a. Dynamic Movement Capability, ASTM C 719: +/- 25 percent.

4. Color: White.

B. One part, paintable, acoustically rated acrylic polymer sealant. 1. Acceptable Product: GE RCS20 Acoustical Siliconized Acrylic Sealant as


a. ASTM C 834, Type C and OP. b. ASTM E90 and C919, 43 STC and 32 OITC. c. Federal Specification TT-S-00230C.

2.4 STRUCTURAL GLAZING ADHESIVES/SEALANTS

A. One-component, high-modulus, high-strength, neutral-cure, 100 percent silicone polymer sealant. 1. Acceptable Product: GE SSG4000 UltraGlaze Silicone Structural Glazing

Adhesive/Sealant as manufactured by GE Silicones. 2. GE SSG4000AC UltraGlaze (accelerated cure) Silicone Structural Glazing

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Adhesive/Sealant as manufactured by GE Silicones. 3. Compliance:

a. ASTM C 1184, Type S, Use G and O. b. ASTM C 920, Type S, Grade NS, Class 25, Use NT, A, G, O. c. Federal Specification TT-S-001 543A. d. Federal Specification TT-S-00230C.

4. Dynamic Movement Capability, ASTM C 719: +/- 25 percent. 5. Color: Black. 6. Color: Grey.

B. Two-component, high-modulus, high-strength, neutral-cure, 100 percent silicone polymer sealant. 1. Acceptable Product: GE SSG4600 UltraGlaze Silicone Structural Glazing


a. ASTM C 920, Type M, Grade NS, Class 25. Use G and A. b. ASTM C 1184 Type M, Use G and O. c. Federal Specification TT-S-00227, Type II, Class B.

3. Dynamic Movement Capability, ASTM C 719: +/- 25 percent. 4. Application: Factory apply. 5. Application: Field apply. 6. Application: Factory and/or Field apply as indicated on the drawings. 7. Color: Black. 8. Color: Grey.

C. Two-component, high-modulus, high-strength, neutral-cure, 100 percent silicone polymer sealant. 1. Acceptable Product: GE SSG4400 UltraGlaze Silicone Structural Glazing


a. ASTM C 920, Type M, Grade NS, Class 12. Use G and A. b. ASTM C 1184 Type M, Use G and O. c. Federal Specification TT-S-00227, Type II, Class B.

3. Dynamic Movement Capability, ASTM C 719: +/- 12.5 percent. 4. Color: Black. 5. Color: Grey.

D. One-component, medium-modulus, high-strength, neutral-cure, 100 percent silicone polymer sealant. 1. Acceptable Product: GE SCS2000 SilPruf Silicone Structural Glazing


a. ASTM C 920, Type S, Grade NS, Class 50. Use A, G, M and O. b. ASTM C 1184 Type S. Use G and O. c. Federal Specification TT-S-001 543A. d. Federal Specification TT-S-00230C.

3. Dynamic Movement Capability, ASTM C 719: +/- 50 percent. 4. Color: As selected by Architect.

2.5 ACCESSORIES

A. Primer: GE Silicones. SS80, SS4179, SS4044P, or SS4004P (tinted) primers as recommended by manufacturer and required by application.

B. Backer Rod for Weather Sealing Applications: 1. Material: Non-gassing polyethylene or flexible polyurethane foam rod. 2. EIFS and Porous Surface Applications: Non-gassing polyethylene,

07 92 00-7

non-gassing polyolefin or flexible polyurethane foam rod. 3. Width: 25 to 50 percent greater than width of joint to extend continuous

pressure against joint walls.4. Material shall expand and contract with bead movement without pushing

sealant out of joint during compression cycle.5. Do not use solid rubber backup materials, unless tested for compatibility with

sealants and approved by Architect.

C. Bond Breaker Tape: Polyethylene tape, approved by manufacturer.

PART 3 EXECUTION

3.1 EXAMINATION

A. Examine joints to receive sealants. Notify PGC if conditions are not acceptable.

B. Do not begin surface preparation or application until unacceptable conditions have been corrected.

3.2 SURFACE PREPARATION

A. Prepare joints in accordance with manufacturer's instructions.

B. Ensure joint thickness is as indicated on the drawings.

C. Remove dirt, dust, oil, grease, rust, loose materials, contaminants, and existingsealants from surfaces that contact sealants.

D. Clean surfaces within 1 to 2 hours before applying sealants.

3.3 APPLICATION - STRUCTURAL GLAZING ADHESIVES/SEALANTS

A. Apply sealants in accordance with manufacturer's instructions at locations indicatedon the drawings.

B. All materials to receive structural adhesive/sealant shall be tested and approved byGE Silicones on a project-by-project basis.

C. Ensure surfaces to receive sealants are clean, sound, dry, and free of frost.

D. Only use back-up materials, spacers, and setting blocks that have been pre-testedby the sealant manufacturer for sealant compatibility and function.

E. Priming:1. Apply primer, if required, in accordance with manufacturer's instructions.2. Perform trial applications to check adhesion of sealants to specific materials

to be used.3. Do not apply primer to glass surfaces.4. Do not apply primer to cured silicone rubber.5. Allow primer to dry before applying sealant.

F. Masking:1. Mask exterior face of joint where necessary with pressure-sensitive tape

before applying sealant. Start from top down and overlap runs.2. Do not allow tape to touch clean surfaces to which sealants are to adhere.3. Remove tape immediately after tooling and before sealants begin to cure.

G. Protection: Cover all surfaces likely to receive excess sealant removed during

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tooling operations.

H. Ensure contact width of sealant between glass and metal frame is as indicated on the drawings.

I. Install backup material or joint filler, setting blocks, spacer shims, and tapes as required.

J. Apply sealants in a uniform continuous operation, horizontally in 1 direction and vertically from bottom to top of joint opening. Apply positive pressure adequate to properly fill and seal joint. Air pockets or voids are not acceptable.

K. Immediately tool joint neatly, forcing sealant into contact with sides of joint to eliminate internal voids and to assure good substrate contact. Do not tool with soap or detergent solutions.

L. Tool sealants at sill in glazing so precipitation and cleaning solutions will not pool.

3.4 WEATHER SEALING APPLICATION

A. Apply sealants in accordance with manufacturer's instructions at locations indicated on the drawings.

B. Ensure surfaces to receive sealants are clean, sound, dry, and free of frost.

C. Use appropriate primer, backer rod, and bond breaker tape.

D. Priming: 1. Apply primer, if required, in accordance with manufacturer's instructions. 2. Perform trial applications to check adhesion of sealants to specific materials

to be used. 3. Do not apply primer to glass surfaces. 4. Allow primer to dry before applying sealant.

E. Masking: 1. Apply masking tape to surfaces as required to ensure a neat application of

sealants and to protect adjoining surfaces. 2. Do not allow masking tape to touch clean surfaces to which sealants are to

adhere. 3. Remove masking tape immediately after tooling and before sealants begin to

cure.

F. Install backer rod in joint to allow for appropriate depth of sealants and to prevent 3-sided adhesion.

G. Install backer rod in joint to allow for appropriate depth of sealants and to prevent 3-sided adhesion.

H. Install bond breaker tape when joint depth is too shallow to allow backer rod.

I. Apply sealant depth of 1/8 inch minimum to 3/8 inch maximum over crown of backer rod.

J. Apply sealants in a continuous operation, horizontally in 1 direction and vertically from bottom to top of joint opening. Apply positive pressure adequate to properly fill and seal joint width.

K. Tool or strike sealants with appropriate tool applying light pressure to spread

07 92 00-9

sealants against back-up material and joint surfaces to ensure void-free application. Do not use soap or detergent solutions for tooling.

L. Tool sealants at sill in glazing so precipitation and cleaning solutions will not pool.

3.5 CLEANING

A. Remove excess sealants from glass, metal, and plastic surfaces while still uncured.

B. Remove excess sealants from porous surfaces after initial cure or set-up.

3.6 PROTECTION

A. Protect sealants in joints from damage until fully cured.

END OF SECTION

07 27 00-1

SECTION 6


WEATHERSTRIPPING AND SEALS (PERMETER GASKETING AND BRUSH WEATHERSTRIP)

PART 1 GENERAL


A. Perimeter Gasketing and Weatherstripping


A. Section 8 – Steel Doors, Wood Doors, Sound Control Doors, Aluminum Frame Storefront Doors.

B. Section 10 – Compartments and Cubicles, Partitions.

C. Section 13 – Special facilities, Integrated Construction, Special Structures, Special Purpose Rooms.

1.3 REFERENCES

A. ASTM International (ASTM): 1. ASTM E90 - Standard Test Method for labor for Laboratory Measurement of

Airborne Sound Transmission Loss of Building Partitions and Elements 2. ASTM E1408 Standard Test Method for Laboratory Measurement of the

Sound Transmission Loss of Door Panels and Door Systems. 3. ASTM E2074 Standard Test Method for Fire Tests of Door Assemblies,

Including Positive Pressure Testing of Side-Hinged and Pivoted Swinging Door Assemblies.

B. American National Standards Institute/Builders Hardware Manufacturers Association (ANSI/BHMA): 1. NFP 1. ANSI/BHMA A156.18: Materials and Finishes. 2. ANSI/BHMA A156.22: Door Gasketing Systems.

C. American National Standards Institute/Steel Door Institute (ANSI/SDI): 1. ANSI A250.8/SDI-100 Recommended Specifications for Standard Steel Doors

and Frames 2. CAN/ULC-S742, Standard for Air Barrier Assemblies - Specification

1.4 SUBMITTALS A. General Requirements

1. Provide all submittals in a timely manner to meet the required construction completion schedule.

B. Samples 1. Components: Submit samples of anchors, fasteners, hardware, assembled corner

sections and other materials and components as requested by Architect.

07 27 00-2

2. Finish: Submit color samples for PGC approval as requested. Samples to closely match existing window weather stripping or window color.

A. USGBC LEED Product Data for Credit IEQ 4.2: For air-barrier products, documentation including printed statement of VOC content.

B. Shop Drawings: For air-barrier assemblies. 1. N/A

C. Air Infiltration/Exfiltration Performance Requirements:

1. When tested in accordance with cited test procedures, and with all purposeful vent holes plugged, windows shall meet or exceed the following performance criteria.

2. Air exfiltration maximum 0.3 cfm per square foot at 6.24 psf pressure differential when field tested at the owners expense in accord with ASTM E783.


A. Installer Qualifications: Engage installers trained, accepted and as approved by manufacturer. ABAA contractors are preferred but not required.

B. Source Limitations: To the greatest extent possible, obtain primary air-barrier materials and air-barrier accessories from a single source and from single manufacturer.

C. Mock-Up: 1. N/A

1.6 PRECONSTRUCTION TESTING

A. Preconstruction Testing Service: N/A.

B. Mockup Testing: Air-barrier assemblies shall comply with performance requirements indicated, as evidenced by reports based on mockup testing by a qualified testing agency. 1. N/A


A. Deliver, store and handle materials and products in strict compliance with manufacturer's instructions and recommendations and industry standards.

B. Store materials in manufacturer's original sealed, labeled packaging until ready for installation and in accordance with manufacturer's instructions. Protect from damage.


1.9 COORDINATION AND SEQUENCING

A. Pre-Installation Conference: 1. Convene conference prior to start of work specified herein, and at

Contractor's direction. 2. Review air-barrier requirements and installation, special details, mockups,

air-leakage and bond testing, air-barrier protection, and work scheduling that

07 27 00-3

covers air barriers 3. Establish procedures to maintain optimum working conditions and to

coordinate this work with related and adjacent work.

1.10 WARRANTY

A. Warranty: Provide manufacturer's material warranty, from date of substantial completion: Ensure all manufacturers installation guidelines, specifications, details and warranty requirements are met. 1. 10 years. 2. 15 years.

PART 2 PRODUCTS

2.1 MANUFACTURERS

A. Acceptable Manufacturer: To closely match detail or functionality of existing window weather stripping

B. Substitutions: Not permitted.


2.2 ACCESSORY MATERIALS

A. Recommended by air-barrier manufacturer to produce a complete air-barrier assembly and compatible with primary air-barrier material.

PART 3 EXECUTION

3.1 EXAMINATION AND PREPARATION

A. Examine and prepare substrates using the methods recommended by manufacturer for achieving best result for the substrates under project conditions.

B. Do not proceed with installation until substrates have been prepared using the methods recommended by manufacturer and deviations from manufacturer's recommended tolerances are corrected. Commencement of installation constitutes acceptance of conditions.

C. If preparation is the responsibility of another installer, notify Architect in writing of deviations from manufacturer's recommended installation tolerances and conditions.

3.2 INSTALLATION

A. Installation in accordance with manufacturer's instructions including the following: 1. Substrates shall be clean, dry and frost free. Do not apply to moist or wet

substrates. a. Provide a stable clean surface for application.

2. Pre-test adhesion (if applicable) of sealants and coatings prior to application as recommended by manufacturer.

3. Transition/Detailing treatment: Install appropriate materials to treat sheathing joints, expansion joints, drift joints, rough openings, transitions, terminations, penetrations and similar surface irregularities. Transitions and detailing can be performed before or after air barrier membrane application. Ensure installation is performed in accordance with manufacturers written installation instructions and details.

07 27 00-4

4. Allow coating to reach full cure, typically 24 to 48 hours depending on temperature and relative humidity

3.3 PROTECTION


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

END OF SECTION

09 98 00

SECTION 7


CONCRETE AND MASONRY COLOR TREATMENT

PART 1 GENERAL


A. Water Based Stain

B. Mineral Stain


A. Section 03300 - Cast-In-Place Concrete: Concrete to receive color treatment.

B. Section 03121 - Formliners for Architectural Concrete

C. Section 03365 - Exposed Aggregate Concrete: To receive color treatment.

D. Section 03400 - Precast Concrete: Concrete to receive color treatment.

E. Section 03450 - Precast Architectural Concrete: To receive color treatment.

F. Section 03470 - Tilt-Up Precast Concrete: To receive color treatment.

G. Section 03490 - Glass-Fiber Reinforced Precast Concrete: To receive color treatment.

H. Section 03450 - Precast Architectural Concrete: To receive color treatment.

I. Section 03470 - Concrete Floor Topping: Concrete to receive color treatment.

J. Section 04400 - Stone: Stone to receive color treatment.

K. Section 09220 - Stucco: Stucco to receive color treatment.

1.3 SUBMITTALS


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

C. Selection Samples: For each finish product specified, two complete sets of color chips representing manufacturer's full range of available colors.

D. Verification Samples: For each finish product specified, two samples, minimum size 3 inches (76 mm) square, representing actual product and color.

09 98 00

E. Environmental Regulations: Submit certification stating the masonry stainmaterial to be applied is in compliance with federal, provincial and localenvironmental Volatile Organic Compounds (VOC) regulations. Verification Samples: For each finish product specified, two complete sets of color chips representing manufacturer's full range of available colors.

F. Manufacturer's Certificates: Certify products meet or exceed specifiedrequirements.


A. Manufacturer Qualifications: A manufacturer with a minimum of 20 years experience in the production the stains and coatings of type specified.

B. Installer Qualifications: Installer licensed by Nawkaw to apply the stain products specified and with a minimum of 3 years documented experience in applying stains and coatings similar in type and scale to this Project. Manufacturer Qualifications: A manufacturer with a minimum of 20 years experience in the production the stains and coatings of type specified.

C. Installer Qualifications: Installer lice Mock-Up: Provide a mock-up for evaluation of surface preparation techniques and application workmanship.

1. Finish areas designated by PGC.

2. Prepare samples in an area where they will be exposed to the same conditions as will be present on the building during curing.

3. Allow samples to cure a minimum of three days before obtaining approval.

4. Samples should be viewed from a minimum distance of 20 feet.

5. Do not proceed with remaining work until color and finish is approved by PGC.


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

B. Store and handle products in accordance with requirements of manufacturer.

C. Store materials inside if possible, away from sparks or open flame. Store in asecure area to avoid tampering and contamination. Water based materials mustbe kept from freezing.

D. Store and dispose of hazardous materials, and materials contaminated byhazardous materials, in accordance with requirements of local authorities havingjurisdiction.


A. Maintain environmental conditions (temperature, humidity, and ventilation) withinlimits recommended by manufacturer for optimum results. Do not install products

09 98 00

under environmental conditions outside manufacturer’s absolute limits.

B. Store and handle products in accordance with requirements of manufacturer.

1.7 WARRANTY

A. Provide with manufacturer’s standard 25 year limited warranty

PART 2 PRODUCTS

2.1 MANUFACTURERS

A. Acceptable Manufacturer: Sherwin Willliams- Water Based Stain: Manual Cream Soda. Architectural Stucco/Masonry Compactible

B. Substitutions: Substitutions with prior PGC Approval


2.2 WATER BASED STAIN

A. Sherwin Williams- Manual Cream Soda: 1. General: Hydrous, multiple polymer formulation of resin solids and color

pigments. UV resistant, light-fast and mold, mildew and fungus resistant. 2. Physical Properties:

a. Specific Gravity: 1.27 - 1.31. b. Viscosity at 72 F (22 C): 70 - 95 KU. c. Solids (Weight): 36 to 39 percent. d. Solids (Volume): 31 to 34 percent. e. pH: 8.5 - 9.5. f. Gloss / Sheen: Flat.

3. Finish: a. Specific Gravity: 1.27 - 1.31. b. Viscosity at 72 F (22 C): 70 - 95 KU.

2.3 MINERAL STAIN

A. (with prior approval): 1. (Product to be approved by PGC) 2. Material Specifications: Calculated according to the SCAQMDR 1168 3. Physical Properties:

a. Total Solids: 10-20% based on formulation b. Specific Gravity: 1.05-1.20g/mL c. Flashpoint: None d. Boiling Point: 212 degreesF e. Flammability Limits: Nonflammable f. Solubility: Water Miscible g. pH: Approx. 11 h. VOC: <0g / liter

4. Finish: a. Do not begin installation until substrates have been properly

prepared.

09 98 00

b. Verify that surfaces to receive Work are structurally sound and fullyintact.

PART 3 EXECUTION

3.1 EXAMINATION


B. Verify that surfaces to receive Work are structurally sound and fully intact.

C. Verify that new masonry and concrete have cured at least 21 days prior to starting Work using.

D. Verify that new masonry and concrete have cured at least 47 days prior to starting Work.

E. Verify that surfaces to receive Work have a neutral pH

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

3.2 PREPARATION

A. Prepare surfaces using the methods recommended by the manufacturer forachieving the best result for the substrate under the project conditions.

B. Clean surfaces thoroughly prior to installation. Allow surfaces to dry completelybefore applying coating.

C. Verify that walls, masonry, concrete, stucco, block split faced/fluted and mortarthat may have been treated with any form of chemical/acid wash are neutralized.

D. Verify that masonry, concrete, stucco, block split faced/fluted and mortar units inexisting building are structurally sound and fully intact.

E. Treat alkali or efflorescence with proper neutralizing compounds asrecommended by masonry supplier before stain application.

F. Before application verify that the masonry walls have a neutral pH level.

G. Before application verify that surface to be treated is clean, dry and contains nofrozen water.

H. Mix products as recommended immediately prior to application.

3.3 INSTALLATION

A. Install in accordance with manufacturer's instructions.

B. Ensure that stained surfaces are not exposed to rain for at least 24 hours afterapplication.

C. Apply stain using airless spray pump to help control airborne particles oroverspray. If site conditions prohibit spray application, apply by hand; utilizingbrushes and rollers.

09 98 00

D. Do not proceed with Work when ambient temperatures are less than 25 degrees F (4 degrees C) or greater than 110 degrees F (43 degrees C).

E. Verify color uniformity 12 to 36 hours after application. Recoat areas where blotches, blemishes or imperfections are present.

3.4 FIELD QUALITY CONTROL

A. After masonry stain has cured a minimum of 12 hours, verify color uniformity. Recoat any area that are unacceptable.

3.5 PROTECTION


B. Protect prefinished items, concealed surfaces, finished metal surfaces, operating parts, and labels as required.

C. Protect shrubs, metal, wood trim, glass, asphalt and other building hardware during application from overspray.

D. Do not permit mist (if spraying) or liquid to drift onto surrounding properties or parking lots.

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

END OF SECTION

09 90 00-1

SECTION 8 SPECIFICATION 09 90 00

INTERIOR, EXTERIOR AND HIGH PERFORMANCE PAINTS AND COATINGS

PART 1 GENERAL


A. Interior paint and coating systems (LEED-V4 and V4.1) including surfacepreparation.

B. Interior paint and coating commercial systems including surface preparation.

C. Interior paint and coating healthcare systems including surface preparation.

D. Interior high-performance paint and coatings systems including surface preparation.

E. Exterior high-performance paint and coatings systems including surface preparation.

F. Exterior paint and coating systems including surface preparation.


A. Section 03 30 00 - Cast-in-Place Concrete.

B. Section 04 20 00 - Unit Masonry: Concrete Masonry Units (CMU) and brick.

C. Section 05 12 16 - Fabricated Fireproofed Steel Columns.

D. Section 05 50 00 - Metal Fabrications.

E. Section 06 20 00 - Finish Carpentry.

F. Section 06 40 00 - Architectural Woodwork.

G. Section 08 11 13.16 - Custom Hollow Metal Doors and Frames.

H. Section 09 21 16.23 - Gypsum Board Shaft Wall Assemblies.

I. Section 23 05 00 - Common Work Results for HVAC.

J. Section 26 05 00 - Common Work Results for Electrical.

1.3 REFERENCES

A. Steel Structures Painting Council (SSPC):1. SSPC-SP 1 - Solvent Cleaning.2. SSPC-SP 2 - Hand Tool Cleaning.3. SSPC-SP 3 - Power Tool Cleaning.4. SSPC-SP5/NACE No. 1, White Metal Blast Cleaning.5. SSPC-SP6/NACE No. 3, Commercial Blast Cleaning.6. SSPC-SP7/NACE No. 4, Brush-Off Blast Cleaning.

09 90 00-2

7. SSPC-SP10/NACE No. 2, Near-White Blast Cleaning.8. SSPC-SP11, Power Tool Cleaning to Bare Metal.9. SSPC-SP12/NACE No. 5, Surface Preparation and Cleaning of Metals by

Waterjetting Prior to Recoating.10. SSPC-SP 13 / NACE No. 6 Surface Preparation for Concrete.

B. Material Safety Data Sheets / Environmental Data Sheets: Per manufacturer'sMSDS/EDS for specific VOCs (calculated per 40 CFR 59.406). VOCs may vary bybase and sheen.

C. California Department of Public Health (CDPH):1. CDPH v1.1-2010 and V1.2-2017

D. LEEDv4 EQ Credit: Indoor Environmental Quality-Low Emitting Materials

1.4 SUBMITTALS


B. Product Data: For each paint system indicated, including.1. Product characteristics.2. Surface preparation instructions and recommendations.3. Primer requirements and finish specification.4. Storage and handling requirements and recommendations.5. Application methods.6. Cautions for storage, handling and installation.

C. Selection Samples: Submit a complete set of color chips that represent the full rangeof manufacturer's products, colors and sheens available.

D. Verification Samples: For each finish product specified, submit samples thatrepresent actual product, color, and sheen.

E. Only submit complying products based on project requirements (i.e. LEED). Onemust also comply with the regulations regarding VOCs (CARB, OTC, SCAQMD,LADCO). To ensure compliance with district regulations and other rules, businessesthat perform coating activities should contact the local district in each area where thecoating will be used.

F. USGBC LEED V4 Submittals:1. MRc2 Environmental Product Declaration Product Language: Products shall

be selected with a preference to products that have product-specificenvironmental product declaration documentation.

2. EQc2 Low Emitting Materials: The VOC content of all adhesives, sealants,paints and coatings in this Section shall not exceed the VOC limitsestablished in Division 01 Sustainable Design sections.


A. Installer Qualifications: A firm or individual experienced in applying paints andcoatings similar in material, design, and extent to those indicated for this Project,whose work has resulted in applications with a record of successful in-serviceperformance.

B. Paint exposed surfaces. If a color of finish, or a surface is not specifically mentioned,Architect will select from standard products, colors and sheens available.

C. Do not paint prefinished items, concealed surfaces, finished metal surfaces,

09 90 00-3

operating parts, and labels unless indicated.

D. Mock-Up: Provide a mock-up for evaluation of surface preparation techniques andapplication workmanship.1. Finish surfaces for verification of products, colors and sheens.2. Finish area designated by Architect.3. Provide samples that designate primer and finish coats.4. Do not proceed with remaining work until the Architect approves the mock-up.


A. Delivery: Deliver manufacturer's unopened containers to the work site. Packagingshall bear the manufacturer's name, label, and the following list of information.1. Product name, and type (description).2. Application and use instructions.3. Surface preparation.4. VOC content.5. Environmental handling.6. Batch date.7. Color number.

B. Storage: Store and dispose of solvent-based materials, and materials used withsolvent-based materials, in accordance with requirements of local authorities havingjurisdiction.

C. Store materials in an area that is within the acceptable temperature range, permanufacturer's instructions. Protect from freezing.

D. Handling: Maintain a clean, dry storage area, to prevent contamination or damage tothe coatings.


A. Maintain environmental conditions (temperature, humidity, and ventilation) withinlimits recommended by manufacturer for optimum results. Do not install productsunder environmental conditions outside manufacturer's recommended limits.

1.8 EXTRA MATERIALS

A. Furnish extra paint materials from the same production run as the materials appliedand in the quantities described below. Package with protective covering for storageand identify with labels describing contents. Deliver extra materials to Owner.

B. Furnish Owner with an additional one percent of each material and color, but notless than 1 gal (3.8 l) or 1 case, as appropriate.

PART 2 PRODUCTS

2.1 MANUFACTURERS

A. Acceptable Manufacturer (Basis of Design): Sherwin-Williams, which is located at:101 Prospect Ave.; Cleveland, OH 44115; ASD Toll Free Tel: 800-524-5979; Tel:216-566-2000; Fax: 440-826-1989; Email: request info [email protected];Web: www.swspecs.com.

B. Substitutions: Prior approval from PGC

C. Requests for substitutions will be considered in accordance with provisions of



http://www.swspecs.com/

09 90 00-4

Section 01 60 00 - Product Requirements.

2.2 APPLICATIONS/SCOPE

A. Interior Paint and Coating Systems: LEED v4 EQ Credit: Indoor EnvironmentalQuality-Low Emitting Materials.1. N/A

B. Interior Paint and Coating Commercial Systems:1. N/A

C. Interior Paint and Coating Healthcare Systems:1. N/A

D. High Performance Interior Paint and Coating Systems:1. N/A

E. High Performance Exterior Paint and Coating Systems:1. Concrete: Cementitious siding, flexboard, transite, and shingles; non-roof.2. Masonry: Concrete masonry units, cinder or concrete block.3. Metal: Aluminum, galvanized steel.4. Metal: Miscellaneous iron, ornamental iron, ferrous metal.5. Wood: Siding, trim, shutters, sash, and miscellaneous hardboard.

F. Exterior Paint and Coating Systems:1. Concrete: Cementitious siding, flexboard, transite, and shingles; non-roof.2. Masonry: Concrete masonry units, cinder or concrete block.3. Concrete: Non-vehicular concrete floors, patios, porches, steps and platforms.4. Metal: Aluminum, galvanized steel.5. Metal: Miscellaneous iron, ornamental iron, ferrous metal.6. Wood: Non-vehicular floors, and platforms.7. Wood: Siding, trim, shutters, sash, and miscellaneous hardboard.8. Architectural PVC, plastic, fiberglass.9. Drywall: Gypsum board, and exterior drywall.10. Vinyl: Siding, EIFS, synthetic stucco.

2.3 PAINT MATERlALS - GENERAL

A. Paints and Coatings:1. Unless otherwise indicated, provide factory-mixed coatings. When required,

mix coatings to correct consistency in accordance with manufacturer'sinstructions before application. Do not reduce, thin, or dilute coatings or addmaterials to coatings unless such procedure is specifically described inmanufacturer's product instructions.

2. For opaque finishes, tint each coat including primer coat and intermediatecoats, one-half shade lighter than succeeding coat, with final finish coat asbase color. Or follow manufactures product instructions for optimal colorconformance.

B. Primers: Where the manufacturer offers options on primers for a particular substrate,use primer categorized as "best" by the manufacturer.

C. Coating Application Accessories: Provide all primers, sealers, cleaning agents,cleaning cloths, sanding materials, and clean-up materials required, permanufacturer's specifications.

D. Color: Refer to Finish Schedule for paint colors, and as selected.

09 90 00-5

E. LEED Requirements: LEED V4 and V4.1 EQ Credit: Indoor EnvironmentalQuality-Low Emitting Materials.

2.4 INTERIOR PAINT AND COATING SYSTEMS (LEED-V4 AND V4.1 NC/CI/CS COMPLIANT)

A. N/A

2.5 INTERIOR PAINT AND COATING COMMERCIAL SYSTEMS

A. N/A

2.6 INTERIOR PAINT AND COATING HEALTHCARE SYSTEMS

A. N/A

2.7 HIGH PERFORMANCE INTERIOR PAINT AND COATING SYSTEMS

A. N/A

2.8 HIGH PERFORMANCE EXTERIOR PAINT AND COATING SYSTEMS

A. Concrete; Smooth: Walls and Ceilings, Poured Concrete, Precast Concrete,Unglazed Brick, Cement Board, Tilt-Up, and Cast-In-Place.1. Urethane System; Waterbased:

a. Gloss Finish:1) 1st Coat: S-W Loxon Concrete and Masonry Primer Sealer,

LX02W50 (8 mils wet, 3.2 mils dry).2) 2nd Coat: S-W Pro Industrial Waterbased Acrolon 100 Gloss,

B65-720 Series.3) 3rd Coat: S-W Pro Industrial Waterbased Acrolon 100 Gloss,

B65-720 Series (4.0-8.0 mils wet, 1.8-3.6 mils dry per coat).b. Gloss Finish Single Component:

1) 1st Coat: S-W Loxon Concrete and Masonry Primer Sealer,LX02W50 (8 mils wet, 3.2 mils dry).

2) 2nd Coat: S-W Pro Industrial Pre-Catalyzed WaterbasedUrethane Gloss, B65-120 Series.

3) 3rd Coat: S-W Pro Industrial Pre-Catalyzed WaterbasedUrethane Gloss, B65-120 Series (6.0-12.0 mils wet, 1.9-3.8 milsdry per coat).

2. Urethane System; Solvent Based:a. Gloss Finish:

1) 1st Coat: S-W Loxon Concrete and Masonry Primer/Sealer,LX02W50 Series. 5.3-8.0 mils wet. 2.1-3.2 mils dry.

2) 2nd Coat: S-W Hi-Solids Polyurethane Gloss, B65/B60-30Series.

3) 3rd Coat: S-W Hi-Solids Polyurethane Gloss, B65/B60-30Series (4.5-8.0 mils wet, 3.0-5.0 mils dry per coat).

b. Semi-Gloss Finish:1) 1st Coat: S-W Loxon Concrete & Masonry Primer/Sealer,

LX02W50 Series (5.3-8.0 mils wet, 2.1-3.2 mils dry.2) 2nd Coat: S-W Hi-Solids Polyurethane Semi-Gloss,

B65-350/B60V30 Series.3) 3rd Coat: S-W Hi-Solids Polyurethane Semi-Gloss,

B65-350/B60V30 Series (4.5-8.0 mils wet, 3.0-5.0 mils dry percoat).

3. Polysiloxane System; Solvent Based:

09 90 00-6

a. Gloss Finish:1) 1st Coat: S-W Loxon Concrete & Masonry Primer/Sealer,

LX02W50 Series. 5.3-8.0 mils wet. 2.1-3.2 mils dry.2) 2nd Coat: S-W Sher-loxane 800.3) 3rd Coat: S-W Sher-loxane 800, (5.0-7.0 mils wet, 4.0-6.0 mils

dry per coat).

B. Masonry; CMU: Concrete, Split Face, Scored, Smooth, High Density, Low Density, Fluted, and Stucco.1. Urethane Systems; Waterbased:

a. Gloss Finish:1) 1st Coat: S-W Heavy Duty Block Filler, B42W46 (18.0-34.0 mils

wet, 10.0-18.0 mils dry).2) 2nd Coat: S-W Pro Industrial Waterbased Acrolon 100 Gloss,

B65-720 Series.3) 3rd Coat: S-W Pro Industrial Waterbased Acrolon 100 Gloss,

B65-720 Series (4.0-8.0 mils wet, 1.8-3.6 mils dry per coat).b. Gloss Finish Single Component:

1) 1st Coat: S-W Heavy Duty Block Filler, B42W46 (18.0-34.0 mils wet, 10.0-18.0 mils dry).

2) 2nd Coat: S-W Pro Industrial Pre-Catalyzed Waterbased Urethane Gloss, B65-120 Series.

3) 3rd Coat: S-W Pro Industrial Pre-Catalyzed Waterbased Urethane Gloss, B65-120 Series (6.0-12.0 mils wet. 1.9-3.8 mils dry per coat).

2. Urethane Systems; Solvent Base Finish. a. Gloss Finish:

1) 1st Coat: S-W Kem Cati-Coat HS Epoxy Filler/Sealer, (14.0-28.0 mils wet, 10.0-20.0 mils dry).

2) 2nd Coat: S-W Hi-Solids Polyurethane Gloss.3) 3rd Coat: S-W Hi-Solids Polyurethane Gloss, (4.5-8.0 mils wet,

3.0-5.0 mils dry per coat).b. Semi-Gloss Finish:

1) 1st Coat: S-W Kem Cati-Coat HS Epoxy Filler/Sealer, (14.0-28.0 mils wet, 10.0-20.0 mils dry).

2) 2nd Coat: S-W Hi-Solids Polyurethane Semi-Gloss,B65-350/B60V30 Series.

3) 3rd Coat: S-W Hi-Solids Polyurethane Semi-Gloss,B65-350/B60V30 Series (4.5-8.0 mils wet, 3.0-5.0 mils dry per coat).

3. Polysiloxane System; Solvent Based:a. Gloss Finish:

1) 1st Coat: S-W Kem Cati-Coat HS Epoxy Filler/Sealer, B42-400 Series (14.0-28.0 mils wet, 10.0-20.0 mils dry).

2) 2nd Coat: S-W Macropoxy 646-100 Fast Cure Epoxy, B58 Series (7.0-13.5 mils wet, 5.0-10.0 mils dry per coat).

3) 3rd Coat: S-W Sher-loxane 800, (5.0-7.0 mils wet, 4.0-6.0 mils dry per coat).

C. Non-Ferrous Metal: Galvanized and Aluminum.1. Urethane Systems; Waterbased:

a. Gloss Finish:1) 1st Coat: S-W DTM Wash Primer, B71Y1 (3.4-6.4 mils wet,

0.7-1.3 mils dry).2) 2nd Coat: S-W Pro-Industrial Waterbased Acrolon 100 Gloss,

09 90 00-7

B65-720 Series. 3) 3rd Coat: S-W Pro-Industrial Waterbased Acrolon 100 Gloss,

B65-720 Series (4.0-8.0 mils wet, 1.8-3.6 mils dry per coat).b. Gloss Finish; Single Component:

1) 1st Coat: S-W DTM Wash Primer, B71Y1 (3.4-6.4 mils wet,0.7-1.3 mils dry).

2) 2nd Coat: S-W Pro Industrial Pre-Catalyzed WaterbasedUrethane Gloss, B65-120 Series.

3) 3rd Coat: S-W Pro Industrial Pre-Catalyzed WaterbasedUrethane Gloss, B65-120 Series (6.0-12.0 mils wet, 1.9-3.8 milsdry per coat).

2. Urethane Systems; Solvent Base:a. Gloss Finish:

1) 1st Coat: S-W DTM Wash Primer, B71Y1 (3.4-6.4 mils wet,0.7-1.3 mils dry).

2) 2nd Coat: S-W Hi-Solids Polyurethane Gloss, B65/B60-30Series.

3) 3rd Coat: S-W Hi-Solids Polyurethane Gloss, B65/B60-30Series (4.5-8.0 mils wet, 3.0-5.0 mils dry per coat).

b. Semi-Gloss Finish:1) 1st Coat: S-W DTM Wash Primer, B71Y1 (3.4-6.4 mils wet,

0.7-1.3 mils dry).2) 2nd Coat: S-W Hi-Solids Polyurethane Semi-Gloss,

B65-350/B60V30 Series.3) 3rd Coat: S-W Hi-Solids Polyurethane Semi-Gloss,

B65-350/B60V30 Series (4.5-8.0 mils wet, 3.0-5.0 mils dry percoat).

3. Polysiloxane System; Solvent Based:a. Gloss Finish:

1) 1st Coat: S-W Macropoxy 646-100 Fast Cure Epoxy, B58Series (7.0-13.5 mils wet, 5.0-10.0 mils dry per coat).

2) 2nd Coat: S-W Sher-loxane 800, (5.0-7.0 mils wet, 4.0-6.0 milsdry per coat).

4. Fluoropolymer System (Pigmented Fluoropolymer over Epoxy Intermediateand Epoxy Zinc-Rich Primer system):a. Gloss Finish:


2) 2nd Coat: S-W Fluorokem HS 100, B65 Series, (5.0-7.0 milswet, 4.0-6.0 mils dry per coat).

b. Semi-Gloss Finish:1) 1st Coat: S-W Macropoxy 646-100 Fast Cure Epoxy, B58

Series (7.0-13.5 mils wet, 5.0-10.0 mils dry per coat).2) 2nd Coat: S-W Fluorokem HS 100, B65 Series, (5.0-7.0 mils

wet, 4.0-6.0 mils dry per coat).c. Satin Finish:


2) 2nd Coat: S-W Fluorokem HS 100, B65 Series, (5.0-7.0 milswet, 4.0-6.0 mils dry per coat).

D. Metal - (Structural Steel Columns, Joists, Trusses, Beams, Miscellaneous andOrnamental Iron, Structural Iron, Ferrous Metal).1. Urethane System; Waterbased:

a. Gloss Finish:1) 1st Coat: S-W Pro Industrial Pro-Cryl Universal Primer,

09 90 00-8

B66-1310 Series. (5.0-10.0 mils wet, 1.8-3.6 mils dry). 2) 2nd Coat: S-W Pro Industrial Waterbased Acrolon 100 Gloss,

B65-720 Series. 3) 3rd Coat: S-W Pro Industrial Waterbased Acrolon 100 Gloss,

B65-720 Series. (4.0-8.0 mils wet, 1.8-3.6 mils dry per coat). b. Gloss Finish Single Component:

1) 1st Coat: S-W Pro Industrial Pro-Cryl Universal Primer, B66-1310 Series. (5.0-10.0 mils wet, 1.8-3.6 mils dry).

2) 2nd Coat: S-W Pro Industrial Pre-Catalyzed Waterbased Urethane Gloss, B65-120 Series.

3) 3rd Coat: S-W Pro Industrial Pre-Catalyed Waterbased Urethane Gloss, B65-120 Series. (6.0-12.0 mils wet, 1.9-3.8mils dry per coat).

2. Urethane System; Solvent Base: a. Gloss Finish:

1) 1st Coat: S-W Macropoxy 646-100 Fast Cure Epoxy, B58 Series (7.0-13.5 mils wet, 5.0-10.0 mils dry per coat).

2) 2nd Coat: S-W Hi-Solids Polyurethane Gloss, B65-300 Series. 3) 3rd Coat: S-W Hi-Solids Polyurethane Gloss, B65-300 Series.

(4.5-8.0 mils wet, 3.0-5.0 mils dry per coat). b. Semi-Gloss Finish:


2) 2nd Coat: S-W Hi-Solids Polyurethane Semi-Gloss, B65-350 Series.

3) 3rd Coat: S-W Hi-Solids Polyurethane Semi-Gloss, B65-350 Series. (4.5-8.0 mils wet, 3.0-5.0 mils dry per coat).

3. Polysiloxane System; Solvent Based: a. Gloss Finish:


2) 2nd Coat: S-W Sher-loxane 800, (5.0-7.0 mils wet, 4.0-6.0 mils dry per coat).

4. Fluoropolymer System: Pigmented Fluoropolymer over Epoxy Intermediate and Epoxy Zinc-Rich Primer system. a. Gloss Finish:

1) 1st Coat: S-W Zinc Clad 4100 Organic Zin-Rich Epoxy Primer. 3.0-5.0 mils dry.

2) 2nd Coat: S-W Macropoxy 646-100 Fast Cure Epoxy, B58 Series. 7.0-13.5 mils wet. 5.0-10.0 mils dry per coat.

3) 3rd Coat: S-W Fluorokem HS 100, B65 Series. 5.0-7.0 mils wet. 4.0-6.0 mils dry per coat.

b. Semi-Gloss Finish: 1) 1st Coat: S-W Zinc Clad 4100 Organic Zin-Rich Epoxy Primer.

3.0-5.0 mils dry. 2) 2nd Coat: S-W Macropoxy 646-100 Fast Cure Epoxy, B58

Series. 7.0-13.5 mils wet. 5.0-10.0 mils dry per coat. 3) 3rd Coat: S-W Fluorokem HS 100, B65 Series. 5.0-7.0 mils

wet. 4.0-6.0 mils dry per coat. c. Satin Finish:

1) 1st Coat: S-W Zinc Clad 4100 Organic Zin-Rich Epoxy Primer. 3.0-5.0 mils dry.

2) 2nd Coat: S-W Macropoxy 646-100 Fast Cure Epoxy, B58 Series. 7.0-13.5 mils wet. 5.0-10.0 mils dry per coat.

3) 3rd Coat: S-W Fluorokem HS 100, B65 Series. 5.0-7.0 mils wet. 4.0-6.0 mils dry per coat.

09 90 00-9

E. Wood: Doors, Trim, Partitions, and Frames. 1. Urethane System; Waterbased:

a. Gloss Finish: 1) 1st Coat: S-W Premium Wall and Wood Primer, B28W08111 (4

mils wet, 1.8 mils dry). 2) 2nd Coat: S-W Pro Industrial Pre-Catalyzed Waterbased

Urethane Gloss, B65-120 Series. 3) 3rd Coat: S-W Pro Industrial Pre-Catalyed Waterbased

Urethane Gloss, B65-120 Series. (6.0-12.0 mils wet, 1.9-3.8 mils dry per coat).

2.9 EXTERIOR PAINT AND COATING SYSTEMS

A. Concrete: Cementitious Siding, Flexboard, Transite Board, Non-Roof Shingles, Common Brick, Stucco, Tilt-up, Precast, and Poured-in-place Cement. 1. Latex Systems:

a. Gloss Finish: 1) 1st Coat: S-W Loxon Concrete and Masonry Primer Sealer,

LX02W50 (5.3-8.0 mils wet, 2.1-3.2 mils dry). 2) 2nd Coat: S-W A-100 Exterior Latex Gloss, A8 Series. 3) 3rd Coat: S-W A-100 Exterior Latex Gloss, A8 Series (4.0 mils

wet, 1.3 mils dry per coat). b. Semi-Gloss Finish:

1) 1st Coat: S-W Loxon Concrete and Masonry Primer Sealer, LX02W50 (5.3-8.0 mils wet, 2.1-3.2 mils dry).

2) 2nd Coat: S-W Pro Industrial Acrylic Semi-Gloss, B66-650 Series.

3) 3rd Coat: S-W Pro Industrial Acrylic Semi-Gloss, B66-650 Series. (6.0-12.0 mils wet, 2.0-4.0 mils dry per coat).

c. Satin Finish: 1) 1st Coat: S-W Loxon Concrete and Masonry Primer Sealer,

LX02W50 (5.3-8.0 mils wet, 2.1-3.2 dry). 2) 2nd Coat: S-W A-100 Exterior Latex Satin, A82 Series. 3) 3rd Coat: S-W A-100 Exterior Latex Satin, A82 Series (4.0 mils

wet, 1.5 mils dry per coat). d. Flat Finish:


2) 2nd Coat: S-W A-100 Exterior Latex Flat, A6 Series. 3) 3rd Coat: S-W A-100 Exterior Latex Flat, A6 Series (4.0 mils wet,

1.2 mils dry per coat). 2. Elastomeric System: Not including cementitious siding, Flexboard, Transite

board or shingles (non-roof). a. Flat Finish:


2) 2nd Coat: S-W ConFlex XL Elastomeric High Build Coating, CF11W50 Series.

3) 3rd Coat: S-W ConFlex XL Elastomeric High Build Coating, CF11W50 Series (13.0-16.0 mils wet, 6.0-7.5 mils dry per coat).

b. Flat Finish: 1) 1st Coat: S-W Loxon BlockSurfacer, A24W00200 (16.0 mils wet,

8.8 mils dry). 2) 2nd Coat: S-W Conflex SherLastic Elastomeric Masonry

Coating, CF16W50 Series. 3) 3rd Coat: S-W Conflex SherLastic Elastomeric Masonry

09 90 00-10

Coating, CF16W50 Series (10.0-14.0 mils wet, 4.0-6.0 mils dry per coat).

3. Textured Elastomeric System: a. Textured Finish:


2) 2nd Coat: S-W ConFlex XL Elastomeric High Build Coating, CF11W50 Series (13.0-16.0 mils wet, 6.0-7.5 mils dry per coat).

3) 3rd Coat: S-W ConFlex XL Textured Elastomeric High Build Coating, CF15W50 Series (20.0-23.0 mils wet, 9.4-11.0 mils dry per coat). a) Finish Texture: Fine. b) Finish Texture: Medium. c) Finish Texture: Extra Coarse.

4. Textured and Smooth Systems: a. Textured (Waterbased Finish):


2) 2nd Coat: S-W Conflex UltraCrete Acrylic Textured Masonry Topcoat CF18W800 Series (50-80 sq ft/gal). a) Finish Texture: Fine. b) Finish Texture: Medium. c) Finish Texture: Extra Coarse.

b. Textured Finish; Solvent Based: 1) 1st Coat: S-W UltraCrete Smooth Waterproofing Masonry

Coating, B46 Series (100-160 sq ft/gal). 2) 2nd Coat: S-W Conflex UltraCrete Solvent Textured

Waterproofing Masonry Coating, CF18W850 Series (50-80 sq ft/gal). a) Finish Texture: Fine. b) Finish Texture: Medium. c) Finish Texture: Extra Coarse.

c. Smooth (Waterbased Finish): 1) 1st Coat: S-W Loxon XP, LX11W50 Series. 2) 2nd Coat: S-W Loxon XP, LX11W50 Series (14.0-18.0 mils wet;

6.4-8.3 mils dry per coat). 5. Stain System:

a. Solid Color Waterborne Finish: 1) 1st Coat: S-W Loxon Vertical Concrete Stain, LX31W50 Series. 2) 2nd Coat: S-W Loxon Vertical Concrete Stain, LX31W50 Series

(50-250 sq/ft gal). 6. Clear Water Repellant:

a. Clear: 1) 1st Coat: S-W Conflex 7 percent Siloxane Water Repellant,

CF31T7. 2) 2nd Coat: S-W Conflex 7 percent Siloxane Water Repellant,

CF31T7 (50-200 sq ft/ gal).

B. Masonry: Concrete Masonry Units (CMU); Cinder or Concrete Block. 1. Latex Systems:

a. Gloss Finish: 1) 1st Coat: S-W PrepRite Block Filler, B25W25 (75-125 sq ft/gal). 2) 2nd Coat: S-W A-100 Exterior Latex Gloss, A8 Series. 3) 3rd Coat: S-W A-100 Exterior Latex Gloss, A8 Series (4.0 mils


09 90 00-11

1) 1st Coat: S-W PrepRite Block Filler, B25W25 (75-125 sq ft/gal). 2) 2nd Coat: S-W Pro Industrial Acrylic Semi-Gloss, B66-650

Series. 3) 3rd Coat: S-W Pro Industrial Acrylic Semi-Gloss, B66-650

Series. (6.0-12.0 mils wet, 2.0-4.0 mils dry per coat). c. Satin Finish:

1) 1st Coat: S-W PrepRite Block Filler, B25W25 (75-125 sq ft/gal). 2) 2nd Coat: S-W A-100 Exterior Latex Satin, A82 Series. 3) 3rd Coat: S-W A-100 Exterior Latex Satin, A82 Series (4.0 mils


1) 1st Coat: S-W PrepRite Block Filler, B25W25 (75-125 sq ft/gal). 2) 2nd Coat: S-W A-100 Exterior Latex Flat, A6 Series. 3) 3rd Coat: S-W A-100 Exterior Latex Flat, A6 Series (4.0 mils wet,

1.2 mils dry per coat). 2. Elastomeric System:

a. Flat Finish: 1) 1st Coat: S-W Loxon BlockSurfacer, A24W00200 (16.0 mils wet,

8.8 mils dry). 2) 2nd Coat: S-W ConFlex XL Elastomeric High Build Coating,

CF11W50 Series. 3) 3rd Coat: S-W ConFlex XL Elastomeric High Build Coating,

CF11W50 Series (13.0-16.0 mils wet, 6.0-7.5 mils dry per coat). b. Flat Finish:

1) 1st Coat: S-W Loxon BlockSurfacer, LX01W200 (16.0 mils wet, 8.8 mils dry).

2) 2nd Coat: S-W Conflex SherLastic Elastomeric Masonry Coating, CF16W50 Series.

3) 3rd Coat: S-W Conflex SherLastic Elastomeric Masonry Coating, CF16W50 Series (10.0-14.0 mils wet, 4.0-6.0 mils dry per coat).

3. Textured Elastomeric System: a. Textured Finish:


2) 2nd Coat: S-W ConFlex XL Elastomeric High Build Coating, CF11W50 Series (13.0-16.0 mils wet, 6.0-7.5 mils dry per coat).

3) 3rd Coat: S-W ConFlex XL Textured Elastomeric High Build Coating, CF15W50 Series (20 mils wet, 9.4 mils dry per coat). a) Finish Texture: Fine. b) Finish Texture: Medium. c) Finish Texture: Extra Coarse.

4. Textured Masonry System: a. Textured Finish; Waterbased:


2) 2nd Coat: S-W Conflex UltraCrete Acrylic Textured Masonry Topcoat CF18W800 Series (50-80 sq ft/gal). a) Finish Texture: Fine. b) Finish Texture: Medium. c) Finish Texture: Extra Coarse.

b. Textured Finish; Solvent Based: 1) 1st Coat: S-W UltraCrete Smooth Waterproofing Masonry

Coating, B46 Series (100-160 sq ft/gal). 2) 2nd Coat: S-W Conflex UltraCrete Solvent Textured

Waterproofing Masonry Coating, CF18W850 Series (50-80 sq ft/gal).

09 90 00-12

a) Finish Texture: Fine. b) Finish Texture: Medium. c) Finish Texture: Extra Coarse.

c. Smooth Finish; Waterbased: 1) 1st Coat: S-W Loxon XP, LX11W50 Series. 2) 2nd Coat: S-W Loxon XP, LX11W50 Series (14.0-18.0 mils wet;

6.4-8.3 mils dry per coat). 5. Stain System:

a. Solid Color Waterborne Finish: 1) 1st Coat: S-W Loxon Vertical Concrete Stain, LX31W50 Series. 2) 2nd Coat: S-W Loxon Vertical Concrete Stain, LX31W50 Series

(50-250 sq/ft gal). 6. Clear Water Repellant:

a. Clear Finish: 1) 1st Coat: S-W Conflex 7 percent Siloxane Water Repellant,

CF31T7. 2) 2nd Coat: S-W Conflex 7 percent Siloxane Water Repellant,

CF31T7 (50-200 sq ft/ gal).

C. Concrete: Non-Vehicular Floors, Patios, Porches, Steps and Platforms. 1. Acrylic System Water-Based:

a. Floor Finish: 1) 1st Coat: S-W Porch and Floor Enamel, A32-200 Series. 2) 2nd Coat: S-W Porch and Floor Enamel, A32-200 Series (4.0

mils wet, 1.5 mils dry per coat). b. Floor Finish:

1) 1st Coat: S-W ConFlex Flexible Concrete Waterproofer-Smooth, CF14W50 Series.

2) 2nd Coat: S-W Conflex Flexible Concrete Waterproofer-Smooth, CF14W50 Series (10.0-12.0 mils wet per coat).

D. Metal: Aluminum, Galvanized. 1. Latex Systems:

a. Gloss Finish: 1) 1st Coat: S-W Pro Industrial Acrylic Gloss, B66-600 Series. 2) 2nd Coat: S-W Pro Industrial Acrylic Gloss, B66-600 Series

(2.0-4.0 mils dry per coat). b. Semi-Gloss Finish:

1) 1st Coat: S-W Pro Industrial Acrylic Semi-Gloss, B66-650 Series. 2) 2nd Coat: S-W Pro Industrial Acrylic Semi-Gloss, B66-650

Series (2.0-4.0 mils dry per coat). c. Satin Finish:

1) 1st Coat: S-W Pro Industrial Acrylic Eg-Shel, B66-660 Series. 2) 2nd Coat: S-W Pro Industrial Acrylic Eg-Shel, B66-660 Series

(2.0-4.0 mils dry per coat). d. Flat Finish:

1) 1st Coat: S-W A-100 Exterior Latex Flat, A6 Series. 2) 2nd Coat: S-W A-100 Exterior Latex Flat, A6 Series (4.0 mils

wet, 1.2 mils dry per coat). 2. Alkyd Systems; Waterbased:

a. Gloss Finish: 1) 1st Coat: S-W Pro Industrial Pro-Cryl Universal Primer,

B66-1310 Series (5.0 mils wet, 2.0 mils dry). 2) 2nd Coat: S-W Pro Industrial Waterbased Alkyd Urethane

Enamel Gloss, B53-1050 Series. 3) 3rd Coat: S-W Pro Industrial Waterbased Alkyd Urethane

09 90 00-13

Enamel Gloss, B53-1050 Series (4.0-5.0 mils wet, 1.4 - 1.7 mils dry per coat).

b. Semi-Gloss Finish: 1) 1st Coat: S-W Pro Industrial Pro-Cryl Universal Primer,


Enamel Semi-Gloss, B53-1150 Series. 3) 3rd Coat: S-W Pro Industrial Waterbased Alkyd Urethane

Enamel Semi-Gloss, B53-1150 Series (4.0-5.0 mils wet, 1.4 - 1.7 mils dry per coat).

c. Low Sheen Finish: 1) 1st Coat: S-W Pro Industrial Pro-Cryl Universal Primer,


Enamel Low Sheen, B53-1250 Series. 3) 3rd Coat: S-W Pro Industrial Waterbased Alkyd Urethane

Enamel Low Sheen, B53-1250 Series (4.0-5.0 mils wet, 1.4 - 1.7 mils dry per coat).

E. Metal: Miscellaneous. Iron, Ornamental Iron, Structural Iron and Steel, Ferrous Metal. 1. Latex Systems:


B66-1310 Series (5.0-10.0 mils wet, 1.8-3.6 mils dry). 2) 2nd Coat: S-W Pro Industrial Acrylic Gloss, B66-600 Series. 3) 3rd Coat: S-W Pro Industrial Acrylic Gloss, B66-600 Series

(2.0-4.0 mils dry per coat). b. Semi-Gloss Finish:

1) 1st Coat: S-W Pro Industrial Pro-Cryl Universal Primer, B66-1310 Series (5.0-10.0 mils wet, 1.8-3.6 mils dry).

2) 2nd Coat: S-W Pro Industrial Acrylic Semi-Gloss, B66-650. 3) 3rd Coat: S-W Pro Industrial Acrylic Semi-Gloss, B66-650

(2.0-4.0 mils dry per coat). 2. Alkyd Systems; Waterbased:



Enamel Gloss, B53-1050 Series. 3) 3rd Coat: S-W Pro Industrial Waterbased Alkyd Urethane

Enamel Gloss, B53-1050 Series (4.0-5.0 mils wet, 1.4 - 1.7 mils dry per coat).

b. Semi-Gloss Finish: 1) 1st Coat: S-W Pro Industrial Pro-Cryl Universal Primer,


Enamel Semi-Gloss, B53-1150 Series. 3) 3rd Coat: S-W Pro Industrial Waterbased Alkyd Urethane

Enamel Semi-Gloss, B53-1150 Series (4.0-5.0 mils wet, 1.4 - 1.7 mils dry per coat).

c. Low Sheen Finish: 1) 1st Coat: S-W Pro Industrial Pro-Cryl Universal Primer,


Enamel Low Sheen, B53-1250 Series.

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3) 3rd Coat: S-W Pro Industrial Waterbased Alkyd Urethane Enamel Low Sheen, B53-1250 Series (4.0-5.0 mils wet, 1.4 - 1.7 mils dry per coat).

F. Wood: Decks, Exterior including pressure treated lumber, non-vehicular Floors, and Platforms. 1. Acrylic Water-Based Floor System:

a. Floor Finish: 1) 1st Coat: S-W Porch and Floor Enamel, A32-200 Series. 2) 2nd Coat: S-W Porch and Floor Enamel, A32-200 Series (4.0

mils wet; 1.5 mils dry per coat). 2. Stain Systems:

a. Solid Color Acrylic Latex: 1) 1st Coat: S-W SuperDeck Exterior Waterborne Solid Color Deck

Stain, SD7-Series. 2) 2nd Coat: S-W SuperDeck Exterior Waterborne Solid Color Deck

Stain, SD7-Series (200-400 sq ft/gal). b. Semi-Solid Color Acrylic Latex:

1) 1st Coat: S-W SuperDeck Exterior Waterborne Semi-Solid Color Deck Stain, SD5-Series.

2) 2nd Coat: S-W SuperDeck Exterior Waterborne Semi-Solid Color Deck Stain, SD5-Series (100-350 sq ft/gal).

c. Semi-Transparent Stain: 1) 1st Coat: S-W SuperDeck Exterior Waterborne

Semi-Transparent Stain, SD3TSeries. 2) 2nd Coat: S-W SuperDeck Exterior Waterborne

Semi-Transparent Stain, SD3T Series (100 - 350 sq ft/gal). d. Clear Stain:

1) 1st Coat: S-W SuperDeck Exterior Waterborne Clear Sealer, SD1T00100.

2) 2nd Coat: S-W SuperDeck Exterior Waterborne Clear Sealer, SD1T00100, (150 - 300 sq ft/gal).

G. Wood: Siding, Trim, Shutters, Sashes, and Hardboard-Bare/Primed. 1. Latex Systems:

a. Gloss Finish: 1) 1st Coat: S-W Exterior Latex Wood Primer, B42W8041 (4.0 mils

wet, 1.4 mils dry). 2) 2nd Coat: S-W A-100 Exterior Latex Gloss, A8 Series. 3) 3rd Coat: S-W A-100 Exterior Latex Gloss, A8 Series (4.0 mils


1) 1st Coat: S-W Exterior Latex Wood Primer, B42W8041 (4.0 mils wet, 1.4 mils dry).


(2.0-4.0 mils dry per coat). c. Satin Finish:


2) 2nd Coat: S-W A-100 Exterior Latex Satin, A82 Series. 3) 3rd Coat: S-W A-100 Exterior Latex Satin, A82 Series (4.0 mils


1) 1st Coat: S-W Exterior Latex Wood Primer, B42W8041 (4 mils wet, 1.4 mils dry).

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1.2 mils dry per coat). 2. Stain; Water Reducible Systems:

a. Semi-Transparent: 1) 1st Coat: S-W WoodScapes Exterior Polyurethane

Semi-Transparent Stain, A15T00005. 2) 2nd Coat: S-W WoodScapes Exterior Polyurethane

Semi-Transparent Stain, A15T00005 (100-350 sq ft/gal). b. Solid Color:

1) 1st Coat: S-W WoodScapes Exterior Acrylic Solid Color Stain, A15 Series.

2) 2nd Coat: S-W WoodScapes Exterior Acrylic Solid Color Stain, A15 Series (200-400 sq ft/gal).

H. Architectural PVC, Plastic, and Fiberglass: 1. Latex Systems:

a. Gloss Finish: 1) 1st Coat: S-W Extreme Bond Bonding Primer, B51W00150 (3.1

mils wet, .9 mils dry). 2) 2nd Coat: S-W A-100 Exterior Latex Gloss, A8 Series. 3) 3rd Coat: S-W A-100 Exterior Latex Gloss, A8 Series (4.0 mils


1) 1st Coat: S-W Extreme Bond Bonding Primer, B51W00150 (3.1 mils wet, .9 mils dry).




2) 2nd Coat: S-W A-100 Exterior Latex Satin, A82 Series. 3) 3rd Coat: S-W A-100 Exterior Latex Satin, A82 Series (4.0 mils




1.2 mils dry per coat).

I. Drywall: Gypsum Board and Exterior Drywall. 1. Latex Systems:

a. Gloss Finish: 1) 1st Coat: S-W Exterior Latex Wood Primer, B42W08041 (4.0

mils wet, 1.4 mils dry). 2) 2nd Coat: S-W A-100 Exterior Latex Gloss, A8 Series. 3) 3rd Coat: S-W A-100 Exterior Latex Gloss, A8 Series (4.0 mils




(2.0-4.0 mils dry per coat).

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c. Satin Finish: 1) 1st Coat: S-W Exterior Latex Wood Primer, B42W08041 (4.0

mils wet, 1.4 mils dry). 2) 2nd Coat: S-W A-100 Exterior Latex Satin, A82 Series. 3) 3rd Coat: S-W A-100 Exterior Latex Satin, A82 Series (4.0 mils




1.2 mils dry per coat).

J. Vinyl Siding EIFS, Synthetic Stucco: 1. Latex Systems:

a. Gloss Finish: 1) 1st Coat: S-W A-100 Exterior Latex Gloss, A8 Series. 2) 2nd Coat: S-W A-100 Exterior Latex Gloss, A8 Series (4.0 mils


1) 1st Coat: S-W Pro Industrial Acrylic Semi-Gloss, B66-650. 2) 2nd Coat: S-W Pro Industrial Acrylic Semi-Gloss, B66-650


1) 1st Coat: S-W A-100 Exterior Latex Satin, A82 Series. 2) 2nd Coat: S-W A-100 Exterior Latex Satin, A82 Series (4.0 mils


1) 1st Coat: S-W A-100 Exterior Latex Flat, A6 Series. 2) 2nd Coat: S-W A-100 Exterior Latex Flat, A6 Series (4.0 mils

wet, 1.2 mils dry per coat).

PART 3 EXECUTION

3.1 EXAMINATION

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

B. Proceed with work only after conditions have been corrected and approved by all parties, otherwise application of coatings will be considered as an acceptance of surface conditions.

C. Previously Painted Surfaces: Verify that existing painted surfaces do not contain lead based paints, notify Architect immediately if lead based paints are encountered.


A. General: Surfaces shall be dry and in sound condition. Remove oil, dust, dirt, loose rust, peeling paint or other contamination to ensure good adhesion. 1. Prior to attempting to remove mildew, it is recommended to test any cleaner

on a small, inconspicuous area prior to use. Bleach and bleaching type cleaners may damage or discolor existing paint films. Bleach alternative cleaning solutions are advised.

2. Remove mildew before painting by washing with a solution of 1 part liquid

09 90 00-17

household bleach and 3 parts of warm water. Apply solution and scrub the mildewed area. Allow solution to remain on the surface for 10 minutes. Rinse thoroughly with clean water and allow surface to dry before painting. Wear protective glasses or goggles, waterproof gloves, and protective clothing. Quickly wash off any of the mixture that comes in contact with your skin. Do not add detergents or ammonia to the bleach/water solution.

3. Remove items including but not limited to thermostats, electrical outlets, switch covers and similar items prior to painting. After completing painting operations in each space or area, reinstall items removed using workers skilled in the trades involved.

4. No exterior painting should be done immediately after a rain, during foggy weather, when rain is predicted, or when the temperature is below 50 degrees F (10 degrees C), unless products are designed specifically for these conditions. On large expanses of metal siding, the air, surface and material temperatures must be 50 degrees F (10 degrees F) or higher to use low temperature products.

B. Aluminum: Remove all oil, grease, dirt, oxide and other foreign material by cleaning per SSPC-SP1, Solvent Cleaning.

C. Block (Cinder and Concrete): Remove all loose mortar and foreign material. Surface must be free of laitance, concrete dust, dirt, form release agents, moisture curing membranes, loose cement, and hardeners. Concrete and mortar must be cured at least 30 days at 75 degrees F (24 degrees C). The pH of the surface should be between 6 and 9 unless the products are designed to be used in high pH environments. On tilt-up and poured-in-place concrete, commercial detergents and abrasive blasting may be necessary to prepare the surface. Fill bug holes, air pockets, and other voids with a cement patching compound.

D. Concrete, SSPC-SP13 or NACE 6: This standard gives requirements for surface preparation of concrete by mechanical, chemical, or thermal methods prior to the application of bonded protective coating or lining systems. The requirements of this standard are applicable to all types of cementitious surfaces including cast-in-place concrete floors and walls, precast slabs, masonry walls, and shotcrete surfaces. An acceptable prepared concrete surface should be free of contaminants, laitance, loosely adhering concrete, and dust, and should provide a sound, uniform substrate suitable for the application of protective coating or lining systems.

E. Cement Composition Siding/Panels: Remove all surface contamination by washing with an appropriate cleaner, rinse thoroughly and allow to dry. Existing peeled or checked paint should be scraped and sanded to a sound surface. Pressure clean, if needed, with a minimum of 2100 psi pressure to remove all dirt, dust, grease, oil, loose particles, laitance, foreign material, and peeling or defective coatings. Allow the surface to dry thoroughly. The pH of the surface should be between 6 and 9 unless the products are designed to be used in high pH environments.

F. Copper and Stainless Steel: Remove all oil, grease, dirt, oxide and other foreign material by cleaning per SSPC-SP 2, Hand Tool Cleaning.

G. Exterior Composition Board (Hardboard): Some composition boards may exude a waxy material that must be removed with a solvent prior to coating. Whether factory primed or unprimed, exterior composition board siding (hardboard) must be cleaned thoroughly and primed with an alkyd primer.

H. Drywall - Exterior: Must be clean and dry. All nail heads must be set and spackled. Joints must be taped and covered with a joint compound. Spackled nail heads and tape joints must be sanded smooth and all dust removed prior to painting. Exterior

09 90 00-18

surfaces must be spackled with exterior grade compounds.

I. Drywall - Interior: Must be clean and dry. All nail heads must be set and spackled. Joints must be taped and covered with a joint compound. Spackled nail heads and tape joints must be sanded smooth and all dust removed prior to painting.

J. Galvanized Metal: Clean per SSPC-SP1 using detergent and water or a degreasing cleaner to remove greases and oils. Apply a test area, priming as required. Allow the coating to dry at least one week before testing. If adhesion is poor, Brush Blast per SSPC-SP16 is necessary to remove these treatments.

K. Plaster: Must be allowed to dry thoroughly for at least 30 days before painting unless the products are designed to be used in high pH environments. Room must be ventilated while drying; in cold, damp weather, rooms must be heated. Damaged areas must be repaired with an appropriate patching material. Bare plaster must be cured and hard. Textured, soft, porous, or powdery plaster should be treated with a solution of 1 pint household vinegar to 1 gallon of water. Repeat until the surface is hard, rinse with clear water and allow to dry.

L. Steel: Structural, Plate, And Similar Items: Should be cleaned by one or more of the surface preparations described below. These methods are used throughout the world for describing methods for cleaning structural steel. Visual standards are available through the Society of Protective Coatings. A brief description of these standards together with numbers by which they can be specified follow. 1. Solvent Cleaning, SSPC-SP1: Solvent cleaning is a method for removing all

visible oil, grease, soil, drawing and cutting compounds, and other soluble contaminants. Solvent cleaning does not remove rust or mill scale. Change rags and cleaning solution frequently so that deposits of oil and grease are not spread over additional areas in the cleaning process. Be sure to allow adequate ventilation.

2. Hand Tool Cleaning, SSPC-SP2: Hand Tool Cleaning removes all loose mill scale, loose rust, and other detrimental foreign matter. It is not intended that adherent mill scale, rust, and paint be removed by this process. Before hand tool cleaning, remove visible oil, grease, soluble welding residues, and salts by the methods outlined in SSPC-SP1.

3. Power Tool Cleaning, SSPC-SP3: Power Tool Cleaning removes all loose mill scale, loose rust, and other detrimental foreign matter. It is not intended that adherent mill scale, rust, and paint be removed by this process. Before power tool cleaning, remove visible oil, grease, soluble welding residues, and salts by the methods outlined in SSPC-SP1.

4. White Metal Blast Cleaning, SSPC-SP5 or NACE 1: A White Metal Blast Cleaned surface, when viewed without magnification, shall be free of all visible oil, grease, dirt, dust, mill scale, rust, paint, oxides, corrosion products, and other foreign matter. Before blast cleaning, visible deposits of oil or grease shall be removed by any of the methods specified in SSPC-SP1 or other agreed upon methods.

5. Commercial Blast Cleaning, SSPC-SP6 or NACE 3: A Commercial Blast Cleaned surface, when viewed without magnification, shall be free of all visible oil, grease, dirt, dust, mill scale, rust, paint, oxides, corrosion products, and other foreign matter, except for staining. Staining shall be limited to no more than 33 percent of each square inch of surface area and may consist of light shadows, slight streaks, or minor discoloration caused by stains of rust, stains of mill scale, or stains of previously applied paint. Before blast cleaning, visible deposits of oil or grease shall be removed by any of the methods specified in SSPC-SP1 or other agreed upon methods.

6. Brush-Off Blast Cleaning, SSPC-SP7 or NACE 4: A Brush-Off Blast Cleaned

09 90 00-19

surface, when viewed without magnification, shall be free of all visible oil, grease, dirt, dust, loose mill scale, loose rust, and loose paint. Tightly adherent mill scale, rust, and paint may remain on the surface. Before blast cleaning, visible deposits of oil or grease shall be removed by any of the methods specified in SSPC-SP 1 or other agreed upon methods.

7. Power Tool Cleaning to Bare Metal, SSPC-SP11: Metallic surfaces that are prepared according to this specification, when viewed without magnification, shall be free of all visible oil, grease, dirt, dust, mill scale, rust, paint, oxide corrosion products, and other foreign matter. Slight residues of rust and paint may be left in the lower portions of pits if the original surface is pitted. Prior to power tool surface preparation, remove visible deposits of oil or grease by any of the methods specified in SSPC-SP1, Solvent Cleaning, or other agreed upon methods.

8. Near-White Blast Cleaning, SSPC-SP10 or NACE 2: A Near White Blast Cleaned surface, when viewed without magnification, shall be free of all visible oil, grease, dirt, dust, mill scale, rust, paint, oxides, corrosion products, and other foreign matter, except for staining. Staining shall be limited to no more than 5 percent of each square inch of surface area and may consist of light shadows, slight streaks, or minor discoloration caused by stains of rust, stains of mill scale, or stains of previously applied paint. Before blast cleaning, visible deposits of oil or grease shall be removed by any of the methods specified in SSPC-SP1 or other agreed upon methods.

9. High- and Ultra-High Pressure Water Jetting for Steel and Other Hard Materials: SSPC-SP12 or NACE 5: This standard provides requirements for the use of high- and ultra-high pressure water jetting to achieve various degrees of surface cleanliness. This standard is limited in scope to the use of water only without the addition of solid particles in the stream.

10. Water Blasting, SSPC-SP12/NACE No. 5: Removal of oil grease dirt, loose rust, loose mill scale, and loose paint by water at pressures of 2,000 to 2,500 psi at a flow of 4 to 14 gallons per minute.

M. Vinyl Siding, Architectural Plastics, EIFS and Fiberglass: Clean vinyl siding thoroughly by scrubbing with a warm, soapy water solution. Rinse thoroughly. Do not paint vinyl siding with any color darker than the original color unless the paint system features Sherwin-Williams VinylSafe technology. Painting with darker colors that are not Sherwin-Williams VinylSafe may cause siding to warp. Follow all painting guidelines of the vinyl manufacturer when painting. Only paint properly installed vinyl siding. Deviating from the manufacturer's painting guidelines may cause the warranty to be voided.

N. Stucco: Must be clean and free of any loose stucco. If recommended procedures for applying stucco are followed, and normal drying conditions prevail, the surface may be painted in 30 days. The pH of the surface should be between 6 and 9 unless the products are designed to be used in high pH environments such as Loxon.

O. Wood: Must be clean and dry. Prime and paint as soon as possible. Knots and pitch streaks must be scraped, sanded, and spot primed before a full priming coat is applied. Patch all nail holes and imperfections with a wood filler or putty and sand smooth.

3.3 INSTALLATION

A. Apply all coatings and materials with the manufacturer's specifications in mind. Mix and thin coatings according to manufacturer's recommendations.

B. Do not apply to wet or damp surfaces. Wait at least 30 days before applying to new concrete or masonry. Or follow manufacturer's procedures to apply appropriate

09 90 00-20

coatings prior to 30 days. Test new concrete for moisture content. Wait until wood is fully dry after rain or morning fog or dew.

C. Apply coatings using methods recommended by manufacturer.

D. Uniformly apply coatings without runs, drips, or sags, without brush marks, and with consistent sheen.

E. Apply coatings at spreading rate required to achieve the manufacturers recommended dry film thickness.

F. Regardless of number of coats specified, apply as many coats as necessary for complete hide, and uniform appearance.

G. Inspection: The coated surface must be inspected and approved by the Architect just prior to the application of each coat.

3.4 PROTECTION

A. Protect finished coatings from damage until completion of project.

B. Touch-up damaged coatings after substantial completion, following manufacturer's recommendation for touch up or repair of damaged coatings. Repair any defects that will hinder the performance of the coatings.

END OF SECTION

09 91 13-1

SECTION 9


EXTERIOR REPAINTING

PART 1 GENERAL


A. Exterior repainting including surface preparation.


A. Section 03 30 00 - Cast-in-Place Concrete.

B. Section 05 12 16 - Fabricated Fireproofed Steel Columns.

C. Section 05 50 00 - Metal Fabrications.

D. Section 06 20 00 - Finish Carpentry.

E. Section 08 11 13.16 - Custom Hollow Metal Doors and Frames.

F. Section 09 21 16.23 - Gypsum Board Shaft Wall Assemblies.

G. Section 23 05 00 - Common Work Results for HVAC.

H. Section 26 05 00 - Common Work Results for Electrical.

1.3 REFERENCES

A. ASTM International: AST) D 16 - Standard Terminology for Paint, Related Coatings, Materials, and Applications.

B. Steel Structures Painting Council (SSPC) SP6 - Commercial Blast Cleaning Procedures.

C. Steel Structures Painting Council (SSPC) SP10 - Near White Blast Cleaning Procedure.

1.4 DEFINITIONS

A. Table of Abbreviations: Used in this specification: 1. American Society for Testing and Material:

a. Shown as ASTM (i.e. ASTM D16 - Standard terminology relating to paint, varnish, lacquer, and related products).

2. Occupational Safety and Health Administration: a. Shown as 0SHA or CAL-OSHA when referring to safety regulations.

3. Master Painters Institute: a. Shown as MPI.

4. The Society for Protective Coatings: a. SSPC: Steel Structures Painting Council.

5. Air Quality Management District: a. AQMD - relating to state and local air quality regulations.

09 91 13-2

B. General: Standard coating terms defined within Masters Painters Institute (MPI) manual. 1. Gloss level 1 - Flat with a gloss range below 3 when measured at a 60-degree

meter and 10 when measured at an 85-degree meter. 2. Gloss level 2 - Low Sheen with a gloss range of 5 to 10 when measured at a

60 degree meter and 10 to 35 when measured at an 85 degree meter. 3. Gloss level 3 - Eggshell with a gloss range between 10 and 15 when

measured at a 60-degree meter and 10 to 35 when measured at an 85-degree meter.

4. Gloss level 4 - Satin with a gloss range between 25 and 35 when measured with a 60 degree meter.

5. Gloss level 5 - Semi-Gloss with a gloss range between 50 and 55 when measured at a 60 degree meter.

6. Gloss level 6 - Gloss with a gloss range more than 70 when measured at a 60 degree meter.

1.5 SUBMITTALS


B. Product Data: Manufacturer's data sheets on each product to be used, including: 1. Material List: An inclusive list of required coating materials. Indicate each

material and cross-reference specific coating, finish system, and application. Identify each material by manufacturer's catalog number and general classification.

2. Instructions: Preparation instructions and recommendations. 3. Manufacturer's Information: Manufacturer's technical information, including

label analysis and instructions for handling, storing, and applying each coating material.

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

D. Verification Samples: For each finish product specified, two samples, minimum size 6 inches (150 mm) square representing actual product, color, and patterns.


A. Manufacturer Qualifications: Minimum 5 year experience manufacturing similar products.


C. Field Samples: Prepare Field Samples for Owner or Owner's Representative's review and to establish requirements for color and finish texture.

D. Correct areas, modify method of application/installation, or adjust finish texture as directed to comply with specified requirements.

E. Maintain field sample accessible to serve as a standard of quality for this Section.

F. Paint exposed surfaces, except where the paint schedules indicate that a surface or material is not to be painted or is to remain natural. If the paint schedules do not specifically mention an item or a surface, paint the item or surface the same as similar adjacent materials or surfaces whether or not schedules indicate colors. If the schedules do not indicate color or finish, the Owner will select from standard colors and finishes available.

09 91 13-3

G. Do not paint prefinished items, concealed surfaces, finished metal surfaces, operating parts, and labels. 1. Prefinished items. 2. Concealed surfaces. 3. Operating parts include moving parts of operating equipment. 4. Do not paint over Underwriters Laboratories (UL), Factory Mutual (FM), or

other code-required labels or equipment name, identification, performance rating, or nomenclature plates.

H. Samples shall consist of the following: 1. Provide 8 x 11 inches (200 x 280 mm) samples for approval.

I. Mock-Up: Provide a mock-up for evaluation of surface preparation techniques and application workmanship. 1. Provide large mock up on wall surface, determined by the Owner or Owner's

Representative for approval of color, sheen and texture. 2. Finish areas designated by the Owner or Owner's Representative. 3. Do not proceed with remaining work until workmanship is approved by

Architect. 4. Refinish mock-up area as required to produce acceptable work.




A. Owner will provide on-site material storage area, room, or location. Storage area shall be secured and locked when un-attended.

B. Deliver products in original unopened packaging with legible manufacturer's product identification.

C. Comply with manufacturer's recommendations for storage and protection. Take every precaution to prevent fire. Store in a cool, dry place out of direct sunlight.

D. Protect from the elements and from damage. Store at a temperature of not less than 40 degrees F (4 degrees C).

E. Stack materials no more than three high in five-gallon (19 L) containers.


A. Maintain environmental conditions (temperature, humidity, and ventilation) within limits recommended by manufacturer for optimum results. Do not install products under environmental conditions outside manufacturer's recommended limits.

1.10 SCHEDULING OF WORK

A. Coordinate the commencement of work with Owners so as not to cause inconvenience to the facility.

B. Post notices in conspicuous areas (garage door or front door) three to five days in advance of beginning work on specified phase, noting start date, any instructions to occupants and business phone number.

C. Identify items that need to be moved by occupant (i.e., automobiles, deck items, BBQ, lounge chairs, plants, and similar items).

09 91 13-4

1.11 SEQUENCING

A. Ensure that Work of this Section is completed in time to prevent interruption of construction progress.

1.12 EXTRA MATERIALS

A. Furnish extra paint materials from the same production run as the materials applied and in the quantities described below. Package with protective covering for storage and identify with labels describing contents. Deliver extra materials to Owner.

B. Quantity: Furnish Owner with an additional three percent, but not less than 1 gal (3.8 l) or 1 case, as appropriate, of each material and color applied.

PART 2 PRODUCTS

2.1 MANUFACTURERS

A. Acceptable Manufacturer: Kelly-Moore Paints, which is located at: 987 Commercial St.; San Carlos, CA 94070; Toll Free Tel: 888-MR PAINT; Tel: 888-kmcolor; Fax: 650-592-1215; Email: request info ([email protected]); Web: https://www.kellymoore.com

B. Substitutions: Permitted with prior PGC approval


2.2 PAINT MATERlALS - GENERAL

A. Material Compatibility: Provide block fillers, primers, and finish-coat materials that are compatible with one another and with the substrates indicated under conditions of service and application, as demonstrated by manufacturer based on testing and field experience.

B. VOC Classification: Provide materials, including primers, undercoats, and finish-coat materials, that meet local air quality management district regulations.

C. Color: Refer to Finish Schedule for paint colors.

D. Application Rate: Coating thickness for primer, intermediate, barrier and finish coats shall be measured as Dry Film Thickness (DFT) and comply with manufacturer's published recommendations.

E. Regulations: Comply with current health, safety, and environmental regulations.

F. Paint Mixing and Thinning: If necessary, comply with manufacturer's instructions. 1. Mix and thin materials in specified work and storage areas only. 2. Return paint thinners, tools, rags and partially filled containers to storage area

at the completion of each day.

PART 3 EXECUTION

3.1 EXAMINATION

A. Closely examine surfaces. Surfaces that are in question or that will affect the execution or quality of work shall be brought to the attention of the Architect before painting will begin.

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09 91 13-5

B. The Architect will inspect preparation before the application of paint finishes.

C. Rework surfaces not properly prepared to receive paint finishes to the satisfaction of the Architect.

3.2 PREPARATION

A. Prepare surfaces in compliance with manufacturer's requirements for coatings to be applied.

B. Surfaces to be painted: All surfaces shall be clean and dry, free of foreign matter and contaminants. Use cleaning methods as appropriate or indicated; including pressure washing, scraping, sanding and wire brushing. 1. Utilize power scrapers, grinders and wire brushes carefully to minimize

damage to substrate.

C. High-Pressure Water Washing: 1. All surfaces to be painted shall be high-pressure water washed to remove dirt,

loose or peeling paint, rust, excess chalk, efflorescence and contaminants that will affect adhesion of the prime or finish coats.

2. Pressure washing may not remove all contaminants or chalk. A close inspection of chalky surfaces shall be made to determine the need of more aggressive preparation by hand tools and priming

3. Areas that may introduce water into living areas such as entry doors, vents, and soffits shall be avoided.

4. Areas that are affected with mildew growth shall be washed using a commercial-grade cleaner or chlorine solution strong enough to neutralize the mildew. This is normally a 20% or 25% solution.

5. Comply with County or City environmental regulations requiring a special permit or prohibiting pressure washing.

6. Plan for the proper clean up and disposal of spent coatings removed by this process.

7. Allow all surfaces to dry thoroughly prior to preparation and painting.

D. Repair damage to substrate caused by preparation work.

E. Ensure that hardware is removed or protected before painting, and then replaced or uncovered when painting in that area is complete.


A. Stucco/Plaster/Cement: Mechanically high-pressure water wash to remove dirt, dust, contaminants and loose and peeling paint from surfaces. 1. Patch large voids and cracks with Kelly-Moore Kel-Seal Elastomeric Sealant

System. 2. Match existing stucco texture to blend in when surface is painted. 3. In the areas where the concrete is failing and causing the paint to peel,

perform a pH test to assure acceptable pH level of 8 to 10 prior to coating.

B. Metal Preparation: 1. SSPC-SP 1, Chemical Cleaning: This includes commercial

cleaner/de-greaser solutions, steam cleaning, alkaline cleaning or volatile solvent cleaning.

2. SSPC-SP 2, Hand Tool Cleaning: Sound coatings that are very hard or glossy shall be sanded to remove gloss and slightly roughen the surface. Prior to this, remove grease, salt, chemical dust, mildew or other contaminants.

3. SSPC-SP 3, Power Tool Cleaning: Care shall be taken to avoid polishing the

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surface or abrading too deeply. 4. SSPC - SP11, Power Tool Cleaning to Bare Metal: This requires complete

removal of all visible grease, oil, dirt dust, mill scale, rust, paint, oxide, corrosion products and other foreign matter. A surface profile shall be maintained or produced to a degree suitable for the specified paint system.

C. Ferrous Metal - Mechanically high-pressure water wash metal where feasible to remove dirt, contaminants, rust scale or oxides and loose and peeling paint. 1. Remove excess rust, loose or peeling paint using SSPC methods, SP-2 Hand

Tool Cleaning or SP-3 Power Tool Cleaning to provide a surface for paint application.

2. Prime bare and sound rusted metal with recommended primer.

D. Non-Ferrous Metal - Mechanically high-pressure water wash metal where feasible to remove dirt, contaminants and loose and peeling paint. 1. Remove loose or peeling paint using SSPC method, SP-2 Hand Tool

Cleaning, to provide a surface for paint application. 2. Prime bare metal with recommended primer.

E. Wood: Mechanically high-pressure water wash to remove dirt contaminants, dust and loose or peeling paint. 1. Remove excess loose or peeling paint with wire brush, scraper or sanding, as

necessary, to provide a smooth surface for paint application. 2. Reset and prime protruding nail heads with rust preventative primer before

finish coat is applied.

F. Concrete and Concrete Block: Mechanically high-pressure water wash to remove contaminants, dirt, dust, and loose and peeling paint. 1. Remove excess loose or peeling paint with wire brush, scraper or sanding, as

necessary, to provide a smooth surface for paint application. 2. If efflorescence exists, remove and spot prime affected areas with appropriate

alkaline resistant primer to inhibit condition. 3. In the areas where the concrete is failing and causing the paint to peel,

perform a pH test to assure acceptable pH level of 8 to 10 prior to coating.

G. General Mildew Removal: Remove mildew with a solution of one part household bleach to three parts water to leave an uncontaminated, clean surface for paint. 1. Mix cleaning solutions stronger as necessary to produce the desired level of

cleanliness. Scrub where necessary with a soft bristle brush.

H. Spot prime bare surfaces with appropriate primer after crack repair, sealants, and other preparation has been completed and surface has dried.

3.4 CRACK REPAIR

A. Surfaces shall be firm and free of dirt, oil, grease, efflorescence, mildew and loose material. Wire brush or blast unsound masonry to obtain a firm surface. Remove dirt, loose contaminants and chalk by high pressure chemical and water cleaning. 1. Cracks ranging from 1/64 inch to 1/32 inch (0.4 to 0.8 mm), apply generously,

appropriate KEL-SEAL Elastomeric Sealant (Brush Grade) over the entire area in need of renovation. If surface is chalky, apply an appropriate Kelly-Moore surface conditioner before application of sealant.

2. Rout out cracks exceeding 1/32 inch to 1/4 inch (0.8 to 6 mm) wide by 1/4 inch (6 mm) deep. When completed, flush joint out with water and check to see that the surface is sound and free of grinding dust. Once joint is sound, use a bond breaker tape to prevent three-point adhesion.

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3.5 SEALANTS

A. Fill wood-to-wood, wood to stucco joints, and cracks with a sealant and/or elastomeric patch to match surrounding substrate; including window trim, fascia joints, handrail joints, and trim to stucco gaps.

B. Fill field cracks and splits with elastomeric patch such as KM #1107 Kel-Seal Smooth Elastomeric Sealant (brushable) on stucco or KM #1123 Kel-Seal White Smooth Elastomeric Sealant elastomeric caulking on wood. 1. Comply Kelly-Moore Kel-Seal Elastomeric System Technical Literature for

additional requirements.

3.6 APPLICATION

A. Prepare, paint and finish surfaces specified and scheduled.

B. Apply material evenly; free from sags, runs, crawls, holidays or defects. Mix to proper consistency; brush out smooth, leaving a minimum of brush marks. Uniformly flow out enamels and varnishes.

C. Apply by brush, roller or spray as appropriate for conditions. When applying paint by spray method, back roll the final coat.

D. The number of coats specified is the minimum number acceptable. If full coverage is not achieved with the specified number of coats, apply additional coats as necessary to produce the required finish.

E. Do not apply paint in rain, fog, mist, when surface temperature is below 50 degrees Fahrenheit or when rain is imminent.

3.7 CLEAN UP

A. Immediately clean up accidental splatters, spills and misplaced paint, and restore the affected area to its original condition.

B. At completion of work, remove materials, supplies, debris and rubbish, and leave workspaces and paint storage areas in a clean, acceptable condition.

3.8 EXTERIOR PAINT SCHEDULE

A. Wood Siding and Eaves: 1. Pressure wash, using cleaner as appropriate to remove dirt, mildew, and

similar items. 2. Remove loose and peeling paint. 3. Remove deteriorated sealant and re-apply. 4. Re-secure and spot prime loose nail heads or screw fasteners. 5. Fill cracks and joints as necessary to prevent water intrusion. 6. Prime bare or new wood. 7. Coating System:

a. Prime Coat: b. 2nd Coat: c. 3rd Coat:

B. Wood Fascia: 1. Pressure wash, using cleaner as appropriate to remove dirt, mildew, and

similar items. 2. Remove loose and peeling paint. 3. Remove deteriorated sealant and re-apply.

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4. Re-secure and spot prime loose nail heads or screw fasteners. 5. Fill cracks and joints as necessary to prevent water intrusion. 6. Prime bare or new wood. 7. Coating System:


C. Wood Trim for Windows, Doors and Miscellaneous Trim: 1. Clean as appropriate to remove dirt, mildew, and similar items. 2. Remove loose and peeling paint. 3. Remove deteriorated sealant and re-apply. 4. Re-secure and spot prime loose nail heads. 5. Fill cracks and joints as necessary to prevent water intrusion. 6. Prime bare or new wood. 7. Coating System:


D. Wood Doors and Frames: 1. Clean as appropriate to remove dirt, mildew, and similar items. 2. Remove loose and peeling paint. 3. Remove deteriorated sealant and re-apply. 4. Re-secure and spot prime loose nail heads or screw fasteners. 5. Fill cracks and joints as necessary to prevent water intrusion. 6. Prime bare or new wood. 7. Coating System:


E. Wood Carport Lockers: 1. Clean as appropriate to remove dirt, mildew, and similar items. 2. Remove loose and peeling paint. 3. Remove deteriorated sealant and re-apply. 4. Re-secure and spot prime loose nail heads or screw fasteners. 5. Fill cracks and joints as necessary to prevent water intrusion. 6. Prime bare or new wood. 7. Coating System:


F. Wood Posts, Planter Boxes and Benches: 1. Clean as appropriate to remove dirt, mildew, and similar items. 2. Remove loose and peeling paint. 3. Remove deteriorated sealant and re-apply. 4. Re-secure and spot prime loose nail heads or screw fasteners. 5. Fill cracks and joints as necessary to prevent water intrusion. 6. Prime bare or new wood. 7. Coating System:


G. Wood Balcony Structures:

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1. Clean as appropriate to remove dirt, mildew, and similar items. 2. Remove loose and peeling paint. 3. Remove deteriorated sealant and re-apply. 4. Re-secure and spot prime loose nail heads or screw fasteners. 5. Fill cracks and joints as necessary to prevent water intrusion. 6. Prime bare or new wood. 7. Coating System:


H. Wood Fencing: 1. Pressure wash, using cleaner as appropriate to remove dirt, mildew, and

similar items. 2. Remove loose and peeling paint. 3. Remove deteriorated sealant and re-apply. 4. Re-secure and spot prime loose nail heads or screw fasteners. 5. Fill cracks and joints as necessary to prevent water intrusion. 6. Prime bare or new wood. 7. Coating System:


I. Stucco Walls: 1. Pressure wash, using cleaner as appropriate to remove dirt, mildew, chalking,

efflorescence, and similar items. 2. Remove loose and peeling paint. 3. Remove deteriorated sealant and re-apply. 4. Fill cracks and joints as necessary to prevent water intrusion. 5. Prime bare or new stucco. 6. Coating System:


J. Concrete/Stucco Soffits: 1. Clean as appropriate to remove dirt, mildew, chalking, efflorescence, and

similar items. 2. Remove loose and peeling paint. 3. Remove deteriorated sealant and re-apply. 4. Fill cracks and joints as necessary to prevent water intrusion. 5. Prime bare or new stucco. 6. Coating System:


K. Concrete/Stucco Carport Walls and Ceiling: 1. Clean as appropriate to remove dirt, mildew, chalking, efflorescence, and

similar items. 2. Remove loose and peeling paint. 3. Remove deteriorated sealant and re-apply. 4. Fill cracks and joints as necessary to prevent water intrusion. 5. Prime bare or new stucco. 6. Coating System:

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L. Metal Vents, Drip Flashing, Utility Box Covers and other Misc. Metal: 1. Clean with appropriate cleaner-degreaser to remove contaminants from

surface. 2. Remove loose and peeling paint. 3. Remove loose rust with wire brush, scraper, and similar items. 4. Prime bare and new metal. 5. Coating System:


M. Roof Jacks and Chimney Caps: 1. Clean with appropriate cleaner-degreaser to remove contaminants from

surface. 2. Remove loose and peeling paint. 3. Remove loose rust with wire brush, scraper, and similar items. 4. Prime bare and new metal. 5. Coating System:


END OF SECTION

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